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HomeMy WebLinkAboutSeaport LandingF 6 CONTACT LIST DEVELOPER: Mountain West Senior Housing 245 Commercial St. SE Suite 200 Salem, -OR117301 PH (503) 566 -5721 FAX (503) 588 -3531 Contact: Ben Settecase ARCHITECT: Ronald James Ped Architect, PC 6446 Fairway Ave SE Salem, OR 97306 PH (503) 589 -6182 FAX (503) 589 -6183 Contact: Greg Elmore STRUCTURAL: BMGP Engineers, Inc. 1045 13th St. SE Salem, OR 97302 PH (503) 399 -1399 Contact: Doug Meltzer, PE MECHANICAL: MFIA, Inc. 2007 SE Ash Portland, OR 97214 PH (503) 234 -0548 Contact: Jerry Vanderpool PLUMBING: Tapani Plumbing Inc 19501 NE 142 Ave Battlb'Ovound, WA 98604 PH (360) 687 -3983 Contact: Jerry Homola CIVIL ENGINEER: Zenovic & Associates, Inc. 519 S Peabody St, Suite 22 Port Angeles, WA 98362 PH (360) 417 -0501 FAX: (360) 417 -0514 Contact: Stephen M. Zenovic, PE ELECTRICAL Frahler Electric Company 11860 SW Greenburg Road Tigard, OR 97223 PH (503) 639 -4627 Contact: Richard Mather GENERAL CONTRACTOR: Maddox Construction Three SW Centerpointe Drive Suite 100 Lake Oswego, OR 97035 PH (503) 624 -1555 FAX (503) 624 -1775 Contact: John Maddox WASHINGTON STATE ENERGY CODE 2003 EDITION - CH. 51 -11 WAC Gomport.�nt P�rformanc�: Climate Zone I TARGET: Value of opaque walls 1. 044 x 1300.596 Wall area 29559 sf Value of glazing 1.40 x 6395.40 15% of floor area 115987.75 s.f. Value of roof /ceiling 1.031 x 1 1823.42 Roof/ceiling area 158820 sf Value of vaulted ceiling 1.034 x T338.13 Vaulted area 9945 sf Value concrete slab 1.54 x I 1145.88 Concrete slab perimeter 12122 I.f. Targei 1300.596 + 6395.10 + 1823.42 + 338.13 + 1145.88 = Target= 11,003.126 PROPOSED: Using: R -19 insulation in exterior walls- R-30 insulation in roof /ceiling NO under -slab insulation Value of opaque walls 1.062 x 1832.658 Wall area 29559 sf Value of glazing 31 x 1 3644.36 Glazing area (incl. doors) 111756sf Value of roof /ceiling 1.036 x 2117.52 Roof /ceiling area 158820 sf Value of vaulted ceiling .043 x 427.635 Vaulted area 19945 sf Value of concrete slab .73 x 1549.06 concrete slab perime er 21 I,f, Proposed = 183,658 + 3644.36 + 2117.52 + 427.635 + 1549.06 = Proposed = 9,571.233 (OK) RETIREMENT and ASSISTED LIVING COMMUNITY PORT TOWNSEND WASHINGTON 66 UNITS OF ASSISTED LIVING 54 UNITS OF INDEPENDANT LIVING WASHINGTON STATE DWELLING TYPES: TYPE W UNITS = MIN. 7 REQUIRED TYPE'B' UNITS =113 ( -) (ALL UNITS ARE DESIGNED TO BE CONVERTED INTO TYPE W UNITS AS REQUESTED) BUILDING IS FULLY ACCESSIBLE PER 2003 IBC, CHAPTER 11yl VICINITY PLAN NOT TO SCALE CODE INFORMATION CODES: 2003 INTE1RN,4TI0N,4L BUILDING CODE C:k iR 51 -50 L,4C 2003 INTERN,4TION,4L MECN4NIC4L CODE 2003 INTERN,4TION,4L FIRE CODE 2003 INTE5 ION,4L 1=LU1" 1BING CODE (_-mpHo) alilra91M FIRST FLOOR - 45,275 SQ. FT. SECOND FLOOR - 3G, 135 SQ. FT. TH I RD FLOOK 34,14 5 5Q. FT. LgGAL DESCRIPTION: EISENBEIS ADDITION BLOCK 152 (LOTS 1 -8) BLOCK 183 (LOTS 1 -6) DISCOVERY VIEW (LOT 1) LAND USE ZONE R3 / R4 LAND USE APPROVAL * LUP04 -01(a INCREASES KEY PLAN' JJ [A2. ARCHITECTURAL . I - INDEX {.')P DRAWINGS # CODE INFO .2 -SITE PLAN #INFORMATION .3 - FIRE AND LIFE - SAFETY PLAN I - FIRST FLOOR PLAN * SCHEDULE5 - A2. I A - PARTIAL FIRST FLOOR PLAN A2. 111 - PARTIAL FIRST FLOOR PLAN A2.2 - SECOND FLOOR PLAN llJ ILES A2,2A - PARTIAL SECOND FLOOR PLAN A2.25 - PARTIAL SECOND FLOOR PLAN A2.3 - THIRD FLOOR PLAN AND SCHEDULES A2.3A - PARTIAL. THIRD FLOOR PLAN A2.38 - PARTIAL THIRD FLOOR PLAN A2.4 - ROOF PLAN A3.1 - EXTERIOR ELEVATIONS A3.2 - BUILDING SECTIONS +t DETAILS A4.1 - ENLARGED UNIT PLANS A4.2 - ENLARGED U.,NIT PLANS LimA5.1 - INTERIOR ELEVATIONS AND DETAILS AG. I - 15t FLR REFLECTED CLG PLAN 0 AG.2 - 2nd FLR REFLECTED CLG PLAN AG.3 - 3rd FLR REFLECTED CLG PLAN A9. I - TYPICAL DETAILS A9.2 - HANDICAP ACCE551BLE STANDARDS r5I STRUCTURAL .0 - GENERAL NOTES AND SCHEDULES . I A - PARTIAL FOUNDATION PLAN , 1 B - PARTIAL FOUNDATION PLAN 51 . 1 C - PARTIAL FOUNDATION PLAN 52, 1 A - PARTIAL 2nd FLOOR FRAMING PLAN 52.15 - PARTIAL 2nd FLOOR FRAMING PLAN 52. 1 C - PARTIAL 2nd FLOOR FRAMING PLAN 52.2A - PARTIAL 3rd FLOOR FRAMING PLAN 52.28 - PARTIAL ROOF FRAMING PLAN 52.2C - PARTIAL 3r4l FLOOR FRAMING PLAN 52,3A - PARTIAL ROOF FRAMING PLAN 52.3C - PARTIAL ROOF FRAMING PLAN 52.4 - ROOF SHEATHING /SNOW DRIFT PLAN 5D. I - FOUNDATION DETAILS SD.2 - FLOOR FRAMING DETAILS SD.3 - FLOOR FRAMING DETAILS SDA - ROOF FRAMING DETAILS SD.5 -'ROOF FRAMING DETAILS MECHANICAL M2.1 - PARTIAL 1St FLR MECHANICAL PLAN M2. I A - PARTIAL 15t FLR MECHANICAL PLAN M2.15 - PARTIAL 15t fLR MECHANICAL PLAN M2,2 - PARTIAL 2nd FLR MECHANICAL PLAN M2.2A - PARTIAL 2nd FLR MECHANICAL PLAN M2.2B - PARTIAL 2n6 FLR MECHANICAL PLAN M2.3 - PARTIAL 3rd FLR MECHANICAL PLAN M2.3A - PARTIAL 3rd FLR MECHANICAL PLAN M2.3B - PARTIAL 3rd FLR MECHANICAL PLAN M2.4 - PARTIAL ROONATTIC MECHANICAL M2.4A - PARTIAL ROOF /ATTIC MECHANICAL M3.1 - ENLARGED MECHANICAL UNIT PLANS M3.2 - ENLARGED MECHANICAL UNIT PLANS M4. I -MECHANICAL SCHEDULES M4.2 - MECHANICAL SCHEDULES M5.1 - MECHANICAL DETAILS M5.2 - MECHANICAL DETAILS PLUMBING P I O PLUMBING LEGEND SCHED 4 DETAILS P2.0 - UNDER5LA5 PLUMBING P2.1 - UNDER5LAB PLUMBING .P2.2 - UNDER5LA5 PLUMBING P2.3 - I qt FLOOR PLUMBING P2.4 - 15t FLOOR PLUMBING = 12000 FT. PER TOTAL ALLOW. �RONTAG'E INCREASE FULL` SPRINKLED TOTAL ALLOW. AREA TOTAL SQ. FT. AREA TO TOTAL OCCUPANCY CONST. AREA/ OCCUPANT AREA / FLR. (I5C - 506.2) (IBC -.0003) (IBC ) PER AREA ONE 5F (PER FLOOR) CLA55 TYPE FLOOR LOAD (TBL 503) (75% INCR.) (ADD. 200 %) fLR5) (x #of FLRS RATIO R -2 R-2 P2.0 - UNDER5LA5 PLUMBING P2.1 - UNDER5LAB PLUMBING .P2.2 - UNDER5LA5 PLUMBING P2.3 - I qt FLOOR PLUMBING P2.4 - 15t FLOOR PLUMBING = AREAS OF THE BUILDING TO BE LICENSED AS A BOARDING HOME CODE SUMMARY OCCUPANCY: LC, TYPE VA (FULLY SPRINKLED) R -2, TYPE VA (FULLY SPRINKLED) A -2, TYPE VA (FULLY SPRINKLED) TABLE 503 ALLOWS 12,000 S.F. PER AREA PER FLOOR IN LC, TYPE: VA TABLE 503 ALLOWS 1 2,000 S.F. PER AREA PER FLOOR IN R-2, TYPE: VA TABLE 503 ALLOWS 1 1,500 S.F. PER AREA PER FLOOR IN A -2, TYPE: VA SECTION 50G - AREA MODIFICATIONS - 50G.2 - FRONTAGE INCKEA5E. (EQUATION 5 -2) AREA INCREASE = 100 x (2 1 25'/21 25' - .25) x 30/30 AREA INCREASE = 100 x (.75) x I AREA INCREASE = 75% - 50G.3 - AUTOMATIC 5PRINKLER 5Y5TEM INCREASE. WHERE A BUILDING 15 EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM, THE AREA LIMITATION IN TABLE 503 15 PERMITTED TO BE INCKEA5ED BY AN ADDITIONAL 200 PERCENT FOR MULTISTORY BUILDINGS... - 50G.4 - AREA DETERMINATION THE MAX. AREA OF A BUILDING WITH MORE THAN ONE STORY SHALL BE DETERMINED BY MULTIPLYING THE ALLOWABLE AREA OF THE FIRST (LOOK, AS DETERMINED IN SEC. 50G. I BY.THE NUMBER OF 5TORIE5 A5 L15TED BELOW. 1. FOR TWO -STORY BUILDINGS, MULTIPLY BY 2; 2. FOR THREE -STORY OR HIGHER BUILDINGS, MULTIPLY BY 3; and, 3. NO STORY SHALL EXCEED THE ALLOWABLE AREA PER FLOOR, PER 50G. I INTERIOR BUILDING AREA = I OG,585 SQ. FT. E3.2 - 15t FLOOR POWER DECK 4 PATIO AREA = 8,970 SQ. FT. E3.3 - 2nd FLOOR POWER TOTAL BUILDING AREA = 1 1 5,555 SQ. FT. E3.4 - 2nd FLOOR POWER E3.5 -.3rd FLOOR POWER ALLOWABLE AREA FOR R-2 (EQUATION 5 -1) = 12000 + 02000x75 / 100) + (12000x200 / 100) = 12000 + 9000 + 24000 = 45000 5F (PER FLOOR) ALLOWABLE AREA FOR A -2 (EQUATION 5 -1) P2.5 - I5t FLOOR PLUMBING + (I 1 500x75 / 100) + (I 1500x200 / 100) = 1 1 500 + 8G25 + 23000 FIRST FLR p � ALLOWABLE AREA FOR LC (EQUATION 5 -1) 195GO SF FACTOR = 200 + 9000 + 24000 = 45000 5F (PER FLOOR) 45000 S.F. P2. - 2nd FLOOR PLUMBING P2.7 7 - 2nd FLOOR PLUMBING 'A' SECOND FLR R -2 R-2 VA 85 15 SF 12000 S.F. ( +) 9000 S.F. ( +) 24000 S.F. = x 3 (FLRS) 57 105 5.F: - OK .423 P2.8 - 2nd FLOOR PLUMBING P2.9 - 3rd FLOOR PLUMBING 0. L. = 286 135000 S.F. P2.10- 3rd FLOOR PLUM51NG P2.1 I - 3rd FLOOR PLUMBING THIRD FLR I903Q SF P3.0 - RISER DIAGRAMS O NE HOUR FIRE FIRST FLR 10320 SF ER TO 43 1 25 S.F. .910 B A -2, VA TREF HEET A 1 .3 1 1 500 S.F. ( +) 8625 S.F. ( +) 23000 S.F. = x 2 (FLRS) 128255.f.-OK . 149 (OK) ELECTRICAL SECOND FLR 2505 5F 86250 S.F. E 1. 1 - -1TE ELECTRICAL ONE R IRE BARRIERS E 1.2 - 517E LIGHTING PHOTOMETRIGS {CI FIRST FLR LC VA 15395 SF FACTOR 00 45000 S.F. E2.1 - 15t FLOOR LIGHTING E2.2 - 15t FLOOR LIGHTING SECOND FLR 15 115 SF 1 2000 S.F. ( +) 9000 S.F. ( +) 24000 S.F. = x 3 (FIRS) 45625 S.F. - OK .338 E2.3 - 2nd FLOOR LIGHTING 0. L. = 152 135000 S.F. E2.4 - 2nd FLOOR LIGHTING THIRD FLR 15 1 1 5'5F E2.5 - 3rd FLOOR LIGHTING E2.6 - 3rd FLOOR LIGHTING I FLOOR POWER = AREAS OF THE BUILDING TO BE LICENSED AS A BOARDING HOME CODE SUMMARY OCCUPANCY: LC, TYPE VA (FULLY SPRINKLED) R -2, TYPE VA (FULLY SPRINKLED) A -2, TYPE VA (FULLY SPRINKLED) TABLE 503 ALLOWS 12,000 S.F. PER AREA PER FLOOR IN LC, TYPE: VA TABLE 503 ALLOWS 1 2,000 S.F. PER AREA PER FLOOR IN R-2, TYPE: VA TABLE 503 ALLOWS 1 1,500 S.F. PER AREA PER FLOOR IN A -2, TYPE: VA SECTION 50G - AREA MODIFICATIONS - 50G.2 - FRONTAGE INCKEA5E. (EQUATION 5 -2) AREA INCREASE = 100 x (2 1 25'/21 25' - .25) x 30/30 AREA INCREASE = 100 x (.75) x I AREA INCREASE = 75% - 50G.3 - AUTOMATIC 5PRINKLER 5Y5TEM INCREASE. WHERE A BUILDING 15 EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM, THE AREA LIMITATION IN TABLE 503 15 PERMITTED TO BE INCKEA5ED BY AN ADDITIONAL 200 PERCENT FOR MULTISTORY BUILDINGS... - 50G.4 - AREA DETERMINATION THE MAX. AREA OF A BUILDING WITH MORE THAN ONE STORY SHALL BE DETERMINED BY MULTIPLYING THE ALLOWABLE AREA OF THE FIRST (LOOK, AS DETERMINED IN SEC. 50G. I BY.THE NUMBER OF 5TORIE5 A5 L15TED BELOW. 1. FOR TWO -STORY BUILDINGS, MULTIPLY BY 2; 2. FOR THREE -STORY OR HIGHER BUILDINGS, MULTIPLY BY 3; and, 3. NO STORY SHALL EXCEED THE ALLOWABLE AREA PER FLOOR, PER 50G. I INTERIOR BUILDING AREA = I OG,585 SQ. FT. E3.2 - 15t FLOOR POWER DECK 4 PATIO AREA = 8,970 SQ. FT. E3.3 - 2nd FLOOR POWER TOTAL BUILDING AREA = 1 1 5,555 SQ. FT. E3.4 - 2nd FLOOR POWER E3.5 -.3rd FLOOR POWER ALLOWABLE AREA FOR R-2 (EQUATION 5 -1) = 12000 + 02000x75 / 100) + (12000x200 / 100) = 12000 + 9000 + 24000 = 45000 5F (PER FLOOR) ALLOWABLE AREA FOR A -2 (EQUATION 5 -1) = 1 1 500 + (I 1 500x75 / 100) + (I 1500x200 / 100) = 1 1 500 + 8G25 + 23000 = 43 125 5F (PER FLOOR) ALLOWABLE AREA FOR LC (EQUATION 5 -1) = 12000 + (12000x75 / 100) + (12000x200 / 100) = 12000 + 9000 + 24000 = 45000 5F (PER FLOOR) Building and facilities shall be designed and constructed to be accessible in accordance with IBC Chapter 11 and ICC /ANSI Al 17.1 E3.G - 3rd FLOOR POWER E3.7 - ROOF POWER E3.8 - ROOF POWER E4.1 - TYPICAL LIVING UNITS Ell - TYPICAL LIVING UNITS E4.3 - SCHEDULE5 AND DETAILS E5.1 - KITCHEN POWER AND LIGHTING EG. I -PANEL SCHEDULES EG.2 - PANEL SCHEDULES EG.3 - PANEL SCHEDULES 0� RISER DIAGRAM OTHER CIVIL DRAWINGS - SUBMITTED LANDSCAPE AND IRRIGATION - SUBMITTED KITCHEN PLANS AND EQUIPMENT A l2B? Plana are 4Pproved oxoaptlnp °n was ftAMA" to �: a, own all ^aer. Centa prildi to maidI 0,13719-908 the gave, P lens or rev►s+� to «.0tt4 -2 6 o1i -1 DEFERRED SUBMITTALS FIRE ALARM AND NURSE CALL TJI AND TRUSS DESIGN FIRE SPRINKLER DRAVANG5 HOOD SUPPRESSION SYSTEM - KITCHEN F 6 H O Q 00 V] P�G D\ Q\ 0o a 6 0 '1 00 Q��o C.4 � tp I N V] C/.1 QW ;;l .W Li Q"i ri if I I:,` 0' 0 W a°3 0 m C U) CID CytoI eon oa. u¢ REVISIONS: ZZI 1 I i i i EXP 30 SEPT, 2004 PROJECT TITLE: 0 Elillif Z 0 0 o a ' o w 0 L/1 V Qn SFIEET TITLE: INDEX OF DRAWINGS & CODE INFO 156SP04 J F_ r II I I� I ji fI I IN I I t i I nK i I 1 II R( i i i i 1 k i I � 1v- I 1 , i I I °E: R I 1 a Lq n i r I I i r i TRASH ENCLOSURE DETETRMINE SCALE: 114" = I' -0" SY CITY S� PROVIDER CEDAR FENCE DETAIL SCALE: 1/4" = 1 -0" - PRE- MANIF. CONC. CAP SMOOTH -FACE BANDS - CMU BLOCK WALL SPLIT -FACE EXT. SMOOTH -FACE INT (NAT. - NO PAINT) 2x4 CEDAR SUPPORT (TYP) TREATED WOOD POST SET IN CONCRETE 2x4 CEDAR SUPPORT (TYP) 6' CEDAR SLAT PENCE 2x4 CEDAR SUPPORT (TYP) 2x4 CEDAR SUPPORT (TYP) &' CEDAR SLAT PENCE 2x4 CEDAR SUPPORT (CNTR) 2x4 CEDAR SUPPORT (TYP) TREATED WOOD P05T SET IN CONCRETE SCALE: N.T.S. 12TH eTET SITE INFOR1" 1ATION Tota l Area of 211,a59 5.f. Property (4.06 acres) Building Coverage 43,2-15 S.F. (footprint) Parking Lot, Walk CORREgATTED MTL. GATE_ 6 Drive Coverage PAINT TO MATCH BLDC:. 100,100 s.f. Landscape /Open 111,159 s.f. Area Number of (02 Stand Parking Stalls N.C. TRASH ENCLOSURE DETETRMINE SCALE: 114" = I' -0" SY CITY S� PROVIDER CEDAR FENCE DETAIL SCALE: 1/4" = 1 -0" - PRE- MANIF. CONC. CAP SMOOTH -FACE BANDS - CMU BLOCK WALL SPLIT -FACE EXT. SMOOTH -FACE INT (NAT. - NO PAINT) 2x4 CEDAR SUPPORT (TYP) TREATED WOOD POST SET IN CONCRETE 2x4 CEDAR SUPPORT (TYP) 6' CEDAR SLAT PENCE 2x4 CEDAR SUPPORT (TYP) 2x4 CEDAR SUPPORT (TYP) &' CEDAR SLAT PENCE 2x4 CEDAR SUPPORT (CNTR) 2x4 CEDAR SUPPORT (TYP) TREATED WOOD P05T SET IN CONCRETE SCALE: N.T.S. 12TH eTET SITE INFOR1" 1ATION Tota l Area of 211,a59 5.f. Property (4.06 acres) Building Coverage 43,2-15 S.F. (footprint) Parking Lot, Walk 57,425 s.f. 6 Drive Coverage Total Impervious 100,100 s.f. Landscape /Open 111,159 s.f. Area Number of (02 Stand Parking Stalls N.C. 5 Compact Vacated Street ROW 43,995 S.f, 02th 8 McClellan) (1.01 acres) Dedicated 'Land 34,635 s.f. (20 acres) Public Access (0995 S.F. Easement (.1(o acres) SITE FL74N SCALE: I " = 20' GENERAL NOTES: I. PROVIDE CART WASH W/ HOT 4 COLD WATER NEAR KITCHEN ENTRY I 2, PROVIDE RAISED BED GARDEN AREAS AS SHOWN i ON SITE PLAN 3. PROVIDE 6' CEDAR (PRIVACY) FENCE ON NORTH PROPERTY LINE A5 SHOWN 4. ANY RETAINING WALL5 NEEDED SHOULD BE OF DECORATIVE ROCKERY (or APPROVED) 5. DETENTION POND TO BE LANDSCAPED 6, PROVIDE HOSE 51555 AT or NEAR RAISED BEDS 1. PROVIDE HOSE 5I555 AT ALL COMMON AREA _...__._.._.- PATIOS AND 2nd FLOOR DECKS 8, PARKING LOT LIGHTING TO BE "SHOE -BOX" STYLE 9. DECORATIVE LIGHTING AT ENTRY (APPROVED) 10. BOLLARD LIGHTING TO BE INSTALLED AT PATHS ALONG THE REQUIRED EXIT DAYS, 11, NO WALL -PACK LIGHTING ON THIS PROJECT MONUMENT SIGN DE51GN 8 LOCATION TO BE APPROVED. 13, 51TE MECH TO BE LOCATED AS 5HO11N OR APPROVED w rn c N°° oMo M on r- C� W) 00 U +����Uyyy O U q NV]C�/14 l r 0 O 0 C/7 r-") Q O� I i i i REVISIONS: N O E W O) N 0 O M C OND Oa 9 m 00 In r. M N 0 LO IL LL EXP 30 SEPT. 2004 PROJECT TITLE: 0 z o H o ' O U O z SHEET TITLE: SITE PLAN AND SITE DATA 14 TRA5H ENCL05URE TO BE CMU W/ SOLID MTL DOORS AI .Z -- issm+oa M S- r L FIRE CAULK ANY PENETRATION$ THROUGH THE GYP. BD. BOX f RST FLOOD PLAN : I" =30' TAPE ALL EDGES (TYP) BLOCKING BIERS OCCUR BETWEEN THE A -2 AND LC ES AND THE A -2 AND R -2 OCCUPANCIES R LOAD - BEARING WALLS TO BE CONSTRUCTED RTITIONS. 'IONS INTO OR THROUGH THESE WALLS WITH IBC SECTION 112. TO BE INSTALLED IN THESE WALLS PER �1 116.5. BEARING WALLS ARE TYPE 'C' WALLS (REFER TO WAL SECOND FLOOD PLAN TH I IUD FLOOD PLAN " SCALE: 1 " = 30' 5CALE: 1 " = 30' STRUCTURAL SUPPORT (JOIST or TRUSS) GYP. BD. BOX -UJRAP FOR RECESSED LIGHTING 4 ANY OTHER EQUIP. RECESSED IN THE ONE -HR LID - REFER TO ELECT. 4 MECH. PLANS FOR LOCATIONS. DETAIL - CH`I'P. 8D. }SOX SCALE: N.T.S. THIS DETAIL NEEDED ONLY IN LOCATIONS REQUIRED BY IBC SECTION 112.4 TRM OR TJI •24' = bw rt" X CsTP. OP. 2x4 6=8 .161= TRI86 OR TJ1 •24, OZ. ONE HOUR SHAFT DETAIL GA FILE NO. WP 3510 SCALE: 1" = V -0" CONSTRUCTION, HEIGHT, REFER TO CODE SUMMARY ALLOWABLE AREA SHEET 41.1 FIRE BARRIER ONE -HOUR SEPARATION REa'D REQUIREMENTS BETWEEN LC 4 A -2 4 R -2 FIRE WALL REQUIREMENTS NOT REQUIRED INTERIOR REFER TO SPECIFICATIONS FINISHES SMOKE BARRIERS REFER TO FIRE 4 LIFE SAFETY PLANS - 413 LOCATION ON PROPERTY AND REFER TO SITE PLAN WALL AND OPENING PROTECTION OPENING PROTECTION - N/A MEANS OF EGRESS AND REFER TO FIRE 4 LIFE SAFETY EGRESS CONTROL PLANS - NO EGRESS CNTRL LIGHT AND REFER TO MECHANICAL PLANS VENTILATION SANITATION REFER TO PLUMBING PLANS REFER TO ENLARGED FLOOR ROOM DIMENSIONS PLANS - 44 SERIES AUTOMATIC SPRINKLER REFER TO FIRE SPRINKLER SYSTEM (DEFERED 5U15MITTAL) DRAWINGS (NFPA 13) REFER TO FIRE SPRINKLER 5TANDPIPE5 DRAWINGS (NFPA 13) CHIMNEYS AND REFER TO MECHANICAL PLANS HEATING APPARATUS FIRE ALARMS AND REFER TO LOW VOLTAGE PLANS DETECTOR SYSTEMS (DEFERED) NOTES: - ALL EXITS IN THE COMMON AREA AND IN THE RESIDENT WINGS ARE ALARMED BACK TO THE FRONT DESK, BUT NO SPECIAL EGRESS DEVICES WILL BE INSTALLED. - BUILDING IS FULLY SPRINKLERED (NFPA 13), � 6%, xkx1sNz LOAD - BEARING WALLS (FIRE PARTITIONS) NON - BEARING WALLS (NOT RATED) 30 MINUTE RATED CORRIDOR ONE HOUR j FIRE BARRIER' SMOKE SEPARATION INCIDENTAL USE AREAS PER TABLE 302.1.1 _'1004 -2 'Ili INCIDENTAL USE AREAS - TABLE 302.1.1 - NO RATING IS REQUIRED AT THESE AREAS BECAUSE THE BUILDING IS FULLY SPRINKLED PER IBC SECTION 9033.1.1 DRAFT STOPS (R -2 4 LC) - DRAFT STOPS IN THE FLOOR/CEILING OF THE R -2 4 LC PORTIONS OF THE,�� BUILDING ARE NOT REQUIRED PER IBC SECTION 11 -1.32 (EXCEPTION 01) 'j, "0� - DRAFT STOPS IN THE ATTIC OF THE R -2 4 LC PORTION OF THE BUILDING ARE NOT REQUIRED PER IBC SECTION 71'1.4.2 (EXCEPTION "2)�4,L4 a 0 DRAFT STOPS (A -2) - DRAFT STOPS IN THE FLOOR/CEILING OF THE A -2 PORTION OF THE BUILDING AIRE NOT REQUIRED PER IBC SECTION 11133 (EXCEPTION) - DRAFT STOPS IN THE ATTIC OF THE A -2 PORTION OF THE BUILDING ARE NOT REQUIRED PER IBC SECTION 111,43 (EXCEPTION) t111111 10 H H O W o�00 oD a w o W)v00i u N C4 c'n 4, C) C/3 .1 Q G z <c o� 2 0 E w 0 O M NN 00 COD � O .- 19 cy LLO N Lb XL ` � Q ¢ate REVISIONS• EXP 30 KEPT. 2004 PROJECT TITLE: O O H O a O U kn a a Q u U z SHEET TITLE. FIRE AND LIFE SAFETY PLANS DMVINSY SHEET: OCR Paomar a: 0317 A1.3 DATE: 15SPP04 r cl) a Z O LL v a w w L DOOR SCHEDULE fY 0 Q UI N N 0 Q = s S ? 4� i 2 -PANIC CRA51.1 -15AR Ix I z A 3'- 0 "x6' -8" Al 5C PF - - 12 - 5 3'- 0 "x6' -8" A HG W5 - MIA 14 - C PR- 2'- 8 "x6' -8" A HC WS - i 14 - p PR -2'- 6"x6' -8" A HC W5 - 14 8 E 31- 0 "x6' -8" A 5C W5 - - 4 - F 3'- 0 "x6' -8" Al SC W5 - 20 12 9 C 3' -6 11x6'-8" A HC W5 - - 14 8 H 3'- 0 "x6' -8" B 5C WE TI - l I- CLOSER J PR -2' -6 "x6'-8" A 5C W5 - - 13 10 I -PANIC CRASH -BAR I -SEAL I- CLOSER 6" MIN, CURB I -KICK PLATE - 10" (BTM, PUSH SIDE) 100A PR 3'- 0 "x1' -4" 5 5CIWEI 3- SILENCERS TI I - I I,l 1005 PR 31- 011xl' -4" 5 5C WEI TI I - 2 1,1 101 3' -0 11x6'-8" A SC WE 2 -151 - 3 I- PASSAGE LEVER 103 3' -0 "x6'-8" E SC WE TP - 3 104 31- 0 11x6' -8" E SC WE TP - 3 105 3' -0 "x6'-8" E SC WE TP - 3 106 31- 0 "x6' -8" A 5C WE - - 14 109 3'- 0 "x6' -8" A SC WE - - 4 110 3'- 0 "x6' -8" A SC WE - - 4 111 3'- 0 "x6' -8" E 16C WE TP 6 113 PR 3'- 0 "x7' -0" 5 5C WE TI - I 1,1 1144 31- 0"x6' -8" D SC WE CW 60 5 12 1145 3'- 0"x6' -8" D SC WE CW 60 5 12 114C 3' -0 "x6'-8" D SC WE CW 60 5 12 1141D 3'- 0 "x6' -8" D SC WE CW 60 5 12 114E 3' -0 "x6' 8" A 5C WE - - 3 114F 3'- 0 "x6' -8" A 50 WE - - 3 1145 31- 6"xl' -0" 1) SC WE TI I - 1011, 115 3'- 0"x6' -8" D 5C WE TP - 3 116 PR 31- 0 "x7' -O" 5 SC WE TI I - 1 1,1 Ill 3'- 0 "x6' -8" A 5C WE - 4 IIB 3'- 0 "x6' -8" 4 5C WE - 4 119 3'- 0 "x6' -8" E 5C WE TP - 3 120A PR 31- 0 "xl' -4" D SC WE CW 60 8 1205 V- 6 "x6' -8" D SC WE CW 20 ,9, 121A 3'- 0 "x6' -8" D SC WE CW 20 90 1215 3'- 0 "x1' -0" 5 SC WE TI - 10 1 121C V- 0 "xl' -0" A 5C WE - l 122 3'- 6"x1' -0" 5 5C WE TI - 10 1 123 3'- 0"x6' -8" A SG WE 20 3 D 124 3' -0 "x6'-8" D SC WE CW 20 6 2,3 125 PR 2' -ID "x6'-8" A 5C WE - 3 10 126A PR 3'- 0 "xl' -4" D 5C WE CW 20 6 268 3'-0 "x7' -0" 5 5G WE TI - 10 1 126C 3'- 0 "x1' -0" A 5C WE - - l 121 3'- 0 "x1' -0" A SC WE - l 28 3' 0 "x6' -8" A 50 WE - 20 3 129 3' -0 1[x6'-8" A 5G WE ■ 20 3 1314 3'- 0 "x6' -8" D 5C WE CW 20 90 318 3'- 0 "x1' -0" 5 SC WEI TI I - 10 1 131C 3'- 0 "x1' -0" A 5C WE - 1 1504 PR 3'- 0 "x7' -4" D 5C WE GW 60 8 1508 3' -6 11x6'-8" D SC WE CW 20 9 15114 31- 0 "x6' -8" D SC WE CW 20 90 1515 3'- 0"x1' -0" 5 5C WE TI - 10 1524, 3'- 0"x6' -8" D SC WE CW 20 3 1525 3'- 0"x6'-8" 5 SC WE TI - 10 153A 4'- 0"x1' -4" A SG WE - 20 3 1535 3' -0 "x6'-8" A SC WE - - 3 154A 3' -0 "x6'-8" A 5C WE - 20 3 1545 31- 0 "x6' -8" 5 SC WE - 20 3 1554 31- 0 "x6' -8" D Sr- WE CW 20 8 1555 3'- 0"x6' -8" A SC WE 6 156 3' -0 "x6'-8" D 5C WE TP - 3 151 3'- 0 "x6' -8" D 5C WE TP - 3 ■ 158 3'- 0 "x6' -8" A SC WE ■ 20 3 159A PR 3'- 6 "xl' -4" D 5G WE CW 20 8 - 1595 PR 21- 0 "x6' -8" A SC WE - 20 3 10 1604 PR 3'- 0 'x1' -4" D SG WE CW 60 6 1605 31- 01'xl' -0" 5 5C WE TI - 10 60C 3'- 0 "x1' -0" A 5C WE - - 1 161 PR 2'- 0 "x6' -8" A SC WE - 20 3 10 162A 3'- 0"x6' -8" D 5C WE CW 20 90 1625 3'- 0"x1' -0" B SC WE TI - 10 III 3'- 0 °x1' -0" A SC WE 1 L23 163 3' -0 "x6'-8" D 5C WE l 20 6 1) USE 518" GREEN BD, IN ALL PLUMBING WET LOCATIONS - TYP.THROUGHOUTTHE BUILDING AND ALL WALL TYPES, 2) REFER TO STRUCT, DWGS. FOR 2x DIMS. 6 ALL WALL LOCATIONS UJALL TYPES: 6 -BUTTS .4 6 -BUTTS DOOR NUMBER (SEE DOOR SCHEDULE) 5/8" 'TYPE -X' GYP. BD. 2 -PANIC CRA51.1 -15AR x nxx RESILIENT FURRING 2 -MA4 HOLD OPENS BUILDING SECTION TAG (SEE A32 FOR BECTIONB AND DETAILS) CHANNEL 6 24" O.C. 2- CLOSERS FEC 0 BATT INSULATION I -SEAL ONE -HR FIRE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP FLR ONE -HR CEILING REQ'D BY V -A CONSTR 5/8" 'TYPE -X' GYP. BD. I- ASTRAGAL SMOKE PARTITION 2x STUDS ATTIC DRAFT STOP (NOT REQUIRED IN FULLY SPRINKLED BLDG.) ^ l I 6 16" O.C. A MIA (U TYP, WALL TYPE BETWEEN TENANT ROOMS AND TENANT /CORRIDOR WALLS. I u• 3A FILE NO, UJP 3230 NOTES: PUSH SUTTON ENTRY OPERATION PER ADA. 2. MASNETIG HOLD OPENS AND CLOSERS 3. SMOKE SEALS 4, CLOSERS 5. LOUVER 6. (01, CURS 1. TIMED ALARM 41or KEYPAD DELAY ENTRY 8. 51 -FOLD DOORS 9. 'FI' 60 MIN, DOOR 10, TWO SETS OF HARDWARE 11. 10" KICK PLATE (PUSH SIDE) 12 32"x36" WHITE PLASTIC KICK PLATE (PUSH SIDE) 0 I Door types 6" 6" 6" 6" Z N T X N a A S C GLASS a M Q s 19 J 2. Construction 4. SC - Solid Core HM - Hollow Metal Al- - Aluminum d Glass HC - Hollow Core wd, 3 Materlal /Flnlsh 5. WE - Wood Enamel ME - Metal Enamel we - Wood Stain PF - Manu F. Pre - Finished Glass TP - Tempered Plate Cw - Clear wire TI- Tempered Insulated Number refers to hardware group of hardware schedule HARDWARE SCHEDULE GROUP« DESCRIPTION GROUP DESCRIPTION 1 6 -BUTTS .4 6 -BUTTS DOOR NUMBER (SEE DOOR SCHEDULE) 2 -PANIC CRASH -BARS 2 -PANIC CRA51.1 -15AR x nxx I- CYLINDER 2 -MA4 HOLD OPENS BUILDING SECTION TAG (SEE A32 FOR BECTIONB AND DETAILS) 2- CLOSERS 2- CLOSERS FEC 0 I- THRESHOLD I -SEAL ONE -HR FIRE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP FLR ONE -HR CEILING REQ'D BY V -A CONSTR I -SEAL I- ASTRAGAL SMOKE PARTITION 2 -KICK PLATE - 10" (BTM, BOTH SIDE) ATTIC DRAFT STOP (NOT REQUIRED IN FULLY SPRINKLED BLDG.) X 2 -DOOR BOTTOMS $ 3 -5UTTS MIA I -EXIT ALARM I -PANIC CRASH -BAR I u• I- CLOSER 2 6 -5UTTS I -MAG HOLD OPEN i 2 -PANIC CRASH -BARS I -SEAL I I- CYLINDER u u 2- CLOSERS jQ 3 -5UTTS I -SEAL I -PANIC CRASH -BAR 2 -KICK PLATE - 10" (BTM, BOTH SIDE) I- CYLINDER 2 -DOOR BOTTOMS I- CLOSER I -EXIT ALARM I- THRESHOLD 1 -DOOR BOTTOM 3 3 -5UTTS I -RAIN DRIP I- LOCKSET LEVER - STORAGE 1 -SEAL EMB I- CLOSER 2 -KICK PLATE - 10" (STM, BOTH SIDE) I -STOP 1 -EXIT ALARM I -SEAL 1- TRANSFORMER 4 3 -15UTTS II 3 -BUTTS I- PRIVACY LEVER I- LOCKSET LEVER - STORAGE 1 -STOP I- CLOSER 3- SILENCERS )-THRESHOLD I -DOOR BOTTOM 3 -15UTTS I -RAIN DRIP I -PANIC CRASH -BAR I -SEAL I- CLOSER 6" MIN, CURB I -KICK PLATE - 10" (BTM, PUSH SIDE) I -SEAL 12 2- SPRING HINGES 3- SILENCERS I -BUTT I -MAG HOLD OPEN I- LOCKSET LEVER W/ DEAD -BOLT I- KNOCKER W/ VIEWER A 3 -15UTTS I -KICK PLATE -10 "(151 PUSH SIDE) I- PASSAGE LEVER I -STOP 3- SILENCER5 1 -SEAL 1 3 -BUTTS 2 -151 1- LOCKSET LEVER - CLA85ROOM I- PASSAGE LEVER 1- CLOSER I -STOP I- THRESHOLD 3- SILENCERS I -DOOR BOTTOM I -RAIN DRIP 14 1 -SET SLIDING TRACK I -SEAL 2 -ADA APPROVED KNOBS I -DOOR STOP ]-LOCK PROTECT EXT. FIN15H VAPOR BARRIER GATT INSULATION 5/6" 'TYPE -X' GYP. BD. /2 "PLYWD. OR 'OSB' 2x STUDS ^ m 16" O.C. B (1) EXTERIOR WALL TYPE IBC TABLE 120,112) ITEM * 111 Resilient Chan 24" D.C. attached 6 rt angles to RATED PER IBC 104.5 - Fire - raslstance Ratings One Side of studs 16" O.C. w/ 6d coated nails, 2x wood studs w 16" Oz, w/ dbl. top platers, single 1-1/8" long, 011 shank, 1/4" heads. 1 /2 "x 3" btm. plates Int, side covered w/ 5/8" Type X gyp. gyp. bd. filler strips attach. to btm, plate 6 Old, applied horiz, unblocked, 4 fastened w/ 2 -1/4" fir, In. w/ 6d nails, One layer 5/8" type X gyp. Type S drywall screws, spaced 12" Oa., Joints cov'd I applied parallel to Channels w/ I" Typa 5 w/ tape 4 compd, fastener heads cov'd w/ compd drywall craws 6" oz. 6 hOriZ. Joints 4 12" oz. 6 Interim. channels. Batt insulation Stapled to Studs Exterior Side: cov'd w/ 3/8" wd. struct. panel (OSB) In stud space. applied vert., horiz. ,Joints blkd 4 fastened w/ 6d Opposite Side: One layer 5/6" typa X of I common nails - 12" o.c. (field), 4 6" oz. ( adges). applied 6 rt. angles to studs w/ 6d nai a 6" Oz, End Joints Staggered 48" on Opp sides. :I, J 'I T 'Pc X %,YF, ay + .._-, n T- ,N5ul_<':.T,;)iK I I III - -I. , 'T'r'1 =E - X' IT (/'�J E:;T4 ttiCS Ft.'C�M /" ... =1- ✓F'- To ol�n All GA FILEft� `3as IQ/dr--O� ✓ Pe u-typ cc9 .appilec° ae it ea. siae of au; s 4'' oz- ion0, 'uri" 51, -'1 I/s, 24' O:;~, r=ace Ia_jer r,/ tlype X l. aijoi '�d V rt .5nOi�s to ca. u,ea) nart5, 2 -31'V' Bona, .10,0" sral*, 5. 5" C... G4" 5w'i. 18UG- -" 4 51dt 5/8" 'TYPE -X GYP. BD. RESILIENT FURRING CHANNEL 6 24" O.C. BATT INSULATION 2x STUDS a 16" D.C. 2x STUDS 6 16" O.C. (1) TYP. WALL TYPE TENANT /CORRIDOR WALLS. GA FILE NO, UJP 3230 CAA FILE NO. UJP 3605 Refer to previous wall types for attach, requirements. d) �a Q a 'I c 4 NOTE: I. GYP. BD MECHANICAL SOFFIT AT 8' -0" AI 2. 8' -0" CEILING HT. - 2nd FLOOR 3 CARPET PAD ON STAIRS 4. HANDRAIL - BOTH SIDES 5. CHAIR -RAIL AROUND ROOM - (PAINT BELOW 4 WALL PAPER ABOVE) 111 WALL PAPER BORDER 5/8" GYP. BD. GATT INSULATION 5/8" GYP. BD, 2x STUDS 6 16" Oz, ^ C NON -LOAD BEARING INT. WALLS NO RATING REQUIRED (REFER TO STRUCTURAL DRAWINGS) (1) ALL OTHER INTERIOR WALL IN COMMON AREAS AND INT. TENANT ROOM SPACES l2) WALLS EXTEND FROM THE FLOOR TO THE BOTTOM OF THE FLOOR OR ROOF STRUCTURE ABOVE One layer 5/6" gyp. I applied parallel or 6 rt, angles to ea. side of studs 16" oz. w/ 6d coated nails, 1 -1/8" long, ZII Shank, 1/4" heads, 1" oz. Joints staggered 16" O.C. Opp, aides. 5/8" 'TYPE -X' GYP. BD. RESILIENT FURRING CHANNEL a 24" O.C. BATT INSULATION MTL. STUDS 2x STUDS 6 16" O.C. (1) TYP. WALL BEHIND RANGE /OVEN IN THE COMMERCIAL KITCHEN. GA FILE NO. LUP 3230 GA FILE NO, WE' 3605 Refer to previous wall types for attach. requirements. I LAYER - 5/6" TYPE - X GYP. BO. GATT INSULATION 1 LAYER - 518" 'TYPE - X' GYP. BD. 2x STUDS 6 16" O.C. (1) ONE -HOUR FIRE BARRIER AND LOAD BEARING WALLS EXTENDS FROM GROUND FLOOR TO BTM OF THE I -HR LID 6 TOP FLOOR CAA FILE NO, UJP 3605 Ona layer 5/8" type X gyp. I applied parallel or 6 rt, angles to ea. aide Of Studs 16" O.C. w/ 6d coated nails, 1 -1/8" long, 0915" shank, 114" heads, 1" oz. Joints staggered 16" O.c. Opp. sides. 1/2" GYP. BD. W/ 18 GAGE WIRE 15" O.C, 1/2" GYP.-BD. STRUCT. STL. COLUMN (TUBE OR FLANGE) (U TYP, ONE -HOUR COLUMN WRAP GA FILE NO, CM 1100 IBC TABLE 120J(U "1-x,1 Two layers of 1/2" gyp. I adhesively secured to column 4 successive layers corner edges OF ea. layer staggered. gyp. bd. layer below outer layer Secured to column w/ doubled .049" (18 gage) atL wire ties 6 15" oz. Exposed corners taped 4 treated. DRAFT STOP MATERIAL TRUSS ATTIC DRAFT STOP Draft atop materials shall not ca less than 1 /2" gyp. bd„ 3/8" plywd„ 3/8" part. I or approved adequately supported. Openings to have self - closing, self - latching doors. LEGEND • ROOM NAME AND NUMBER (SEE ROOM FINISH SCHEDULE) 100 DOOR NUMBER (SEE DOOR SCHEDULE) O WINDOW NUMBER (SEE WINDOW SCHEDULE) x nxx ELEVATION TAG (SEE A3.1 FOR EXTERIOR, 45.1 FOR INTERIOR) x +Rx� BUILDING SECTION TAG (SEE A32 FOR BECTIONB AND DETAILS) C'e::Y ENLARGED FLOOR PLAN TAG / DETAIL TAG FEC 0 FIRE EXTINGUISHER CABINET ONE -HR FIRE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP FLR ONE -HR CEILING REQ'D BY V -A CONSTR - ■���������■ SMOKE PARTITION ATTIC DRAFT STOP (NOT REQUIRED IN FULLY SPRINKLED BLDG.) X X WALL TYPE (SEE WALL TYPES) MIA MAGNETIC HOLD OPENS I I u• • i u I u u EMB MEN ■■■■■■■■■■■■■■■■■■■■■ NON ■■■■■■■■■■■■■■■■■ ■ ■ ■■ MEN- D ■ ■ ■ ■ ■ ■0■■0 ■ ■ ■ ■D ■■■ ©■ MEN ' ■ ■ ■❑ ■ ■❑ ■ ■ ■ ■ ■�❑ ■W ■ ■�■ ENE ENE ®�- ■ ■ ■❑ ■ ■0 ■ ■ ■ ■ ■0❑ ■ ■❑ ■ ■�� - ■ ■■r.�■■c.� ■■ ■■ ■moo ■ ■n■■�� MEN MEN cam . 1.- ■0 ■ ■ ■ ■� ■ ■ ■ ■0 ■ ■ ■ ■ ■0 ■�0 MN MEN • i ' . • N it I it NOTE: I. GYP. BD MECHANICAL SOFFIT AT 8' -0" AI 2. 8' -0" CEILING HT. - 2nd FLOOR 3 CARPET PAD ON STAIRS 4. HANDRAIL - BOTH SIDES 5. CHAIR -RAIL AROUND ROOM - (PAINT BELOW 4 WALL PAPER ABOVE) 111 WALL PAPER BORDER 5/8" GYP. BD. GATT INSULATION 5/8" GYP. BD, 2x STUDS 6 16" Oz, ^ C NON -LOAD BEARING INT. WALLS NO RATING REQUIRED (REFER TO STRUCTURAL DRAWINGS) (1) ALL OTHER INTERIOR WALL IN COMMON AREAS AND INT. TENANT ROOM SPACES l2) WALLS EXTEND FROM THE FLOOR TO THE BOTTOM OF THE FLOOR OR ROOF STRUCTURE ABOVE One layer 5/6" gyp. I applied parallel or 6 rt, angles to ea. side of studs 16" oz. w/ 6d coated nails, 1 -1/8" long, ZII Shank, 1/4" heads, 1" oz. Joints staggered 16" O.C. Opp, aides. 5/8" 'TYPE -X' GYP. BD. RESILIENT FURRING CHANNEL a 24" O.C. BATT INSULATION MTL. STUDS 2x STUDS 6 16" O.C. (1) TYP. WALL BEHIND RANGE /OVEN IN THE COMMERCIAL KITCHEN. GA FILE NO. LUP 3230 GA FILE NO, WE' 3605 Refer to previous wall types for attach. requirements. I LAYER - 5/6" TYPE - X GYP. BO. GATT INSULATION 1 LAYER - 518" 'TYPE - X' GYP. BD. 2x STUDS 6 16" O.C. (1) ONE -HOUR FIRE BARRIER AND LOAD BEARING WALLS EXTENDS FROM GROUND FLOOR TO BTM OF THE I -HR LID 6 TOP FLOOR CAA FILE NO, UJP 3605 Ona layer 5/8" type X gyp. I applied parallel or 6 rt, angles to ea. aide Of Studs 16" O.C. w/ 6d coated nails, 1 -1/8" long, 0915" shank, 114" heads, 1" oz. Joints staggered 16" O.c. Opp. sides. 1/2" GYP. BD. W/ 18 GAGE WIRE 15" O.C, 1/2" GYP.-BD. STRUCT. STL. COLUMN (TUBE OR FLANGE) (U TYP, ONE -HOUR COLUMN WRAP GA FILE NO, CM 1100 IBC TABLE 120J(U "1-x,1 Two layers of 1/2" gyp. I adhesively secured to column 4 successive layers corner edges OF ea. layer staggered. gyp. bd. layer below outer layer Secured to column w/ doubled .049" (18 gage) atL wire ties 6 15" oz. Exposed corners taped 4 treated. DRAFT STOP MATERIAL TRUSS ATTIC DRAFT STOP Draft atop materials shall not ca less than 1 /2" gyp. bd„ 3/8" plywd„ 3/8" part. I or approved adequately supported. Openings to have self - closing, self - latching doors. LEGEND XXXXX 100 ROOM NAME AND NUMBER (SEE ROOM FINISH SCHEDULE) 100 DOOR NUMBER (SEE DOOR SCHEDULE) O WINDOW NUMBER (SEE WINDOW SCHEDULE) x nxx ELEVATION TAG (SEE A3.1 FOR EXTERIOR, 45.1 FOR INTERIOR) x +Rx� BUILDING SECTION TAG (SEE A32 FOR BECTIONB AND DETAILS) C'e::Y ENLARGED FLOOR PLAN TAG / DETAIL TAG FEC 0 FIRE EXTINGUISHER CABINET ONE -HR FIRE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP FLR ONE -HR CEILING REQ'D BY V -A CONSTR - ■���������■ SMOKE PARTITION ATTIC DRAFT STOP (NOT REQUIRED IN FULLY SPRINKLED BLDG.) X X WALL TYPE (SEE WALL TYPES) MIA MAGNETIC HOLD OPENS NOTE: ALL EXTERIOR OPENINGS IN THE BUILDING TO BE USED FOR VENTILATION, EXHAUST, OR OPERABLE WINDOWS SHALL BE PROTECTED WITH I6G MESH SCREENS 5CII I/ I G" = I'-011 :OMEND. .'I1 - WINDOW TYPE � e .'2) - GLAZING TP . PLATE 45 - 3/4 HR RATED ASM TI - INSULATED (3) - FRAME TYPE $H - SINGLE HUNG FIX - FIXED (PICTURE) i EM, 0 H H O W o 1021 d, a�°10 0 M tt) 00 V h O U" N 111 100 J r L NOTES; 1) USE 5/8" GREEN BD. IN ALL PLUMBING WET LOCATION$ - TYP. THROUGHOUT THE BUILDING AND ALL WALL TYPES. 2) REFER TO STRUCT. DWGS. FOR 2x DIMS. a ALL WALL LOCATIONS LUALL TYPES: 5 /B" 'TYPE -X' GYP. BD. RESILIENT FURRING CHANNEL a 24" O.G. BATT INSULATION 5/8" 'TYPE -X' GYP. BD• 2x STUDS a 16" O.G. EXT. FINISH VAPOR BARRIER BATT INSULATION 5/8" 'TYPE -X' GYP. BD. 1/2 "PLYWD. OR '055' 2x STUDS a 16" O.C. 3 A XXXXX 100 (U TYP. WALL TYPE BETWEEN TENANT (1) EXTERIOR WALL TYPE ROOMS AND TENANT /CORRIDOR IBC TABLE 720.1(2) WALLS. GA FILE NO, LUP 3230 ITEM " 1G -I.1 Resilient Chan 24" oz. attached w rt angles to RATED PER IBC 1048 - Fire-resistance Ratings (SEE WINDOW SCHEDULE) One Side of studs 16" Oz, w/ 6d coated nails, 2x wood studs w 16" O.C. w/ dbl. top plates, single 1 -1V9" long, 086" shank, 1/4" heads. 1/2 "x 3" btm. plate* Int side covered w/ 5/6" Type X gyp. gyp. bd. filler strips attach to btm, plate a bd, applied horiz. unblocked, 4 fastened w/ 2 -1/4" fir. In. w/ 66 nails. One layer 5/8" type X gyp. Type S drywall screws, spaced 12" Oz, joints cov'd bd. applied parallel to channels w/ P Type S w/ tape 4 compd, fastener heads cov'd w/ compd drywall srews 6" oz. a horiz. joints 4 12" oz, a DETAIL TAG interm. channels. Batt Insulation stapled to studs Exterior Side: eov'd w/ 3/8" wd. struct. panel (0$B) in stud space, applied vert., horiz. Joints blkcl 4 fastened w/ 6d Opposite Side; One layer 5/8" type X gyp. bd. common nails - 12" Oz. (field), 4 6" O.C. (edges). applied a rt, angles to studs w/ 6d nails 6" O.C. End joints staggered 48" on Opp sides. M M M O R O M SMOKE PARTITION ATTIC DRAFT STOP — 5/8" 'TYPE -X' GYP. 51). X X WALL TYPE (SEE WALL TYPES) JI I NOTE: ALL EXTERIOR OPENINGS IN THE BUILDING TO BE USED FOR VENTILATION, EXHAUST, OR OPERABLE WINDOWS SHALL BE PROTECTED WITH I&G MESH SCREENS RESILIENT FURRING Z CHANNEL a 24" O.G. Lu [ 11, .. ((--- ,r4-'� F;I�,TT !t�bUL >�TGN BATT INSULATION p? 2x STUDS a 16" O.C. 2x STUDS [ J 2x STUDS%1 a 16" O.G. [ 5/8" GYP. BD. BATT INSULATION 5/8" GYP. 5D. 2x STUDS a 16" O.C. C NON -LOAD SEARING INT. WALLS NO RATING REQUIRED (REFER TO STRUCTURAL DRAWINGS) (1) ALL OTHER INTERIOR WALL IN COMMON AREAS AND INT. TENANT ROOM SPACES (2) WALLS EXTEND FROM THE FLOOR TO THE BOTTOM OF THE FLOOR OR ROOF STRUCTURE ABOVE One layer 5/8" gyp. bd. applied parallel or a rt, angles to ea, side of studs 16" oz. w/ 6d coated nails, 1 -1/8" long, .0915" shank, 1/4" heads, 1" oz, Joints staggered 16"04. Opp, sides. 5/8" 'TYPE -X' GYP. BD, RESILIENT FURRING CHANNEL is 24" O.C. BATT INSULATION MTL. $TUD$ 2x STUDS a 16" O.C. TE Y`i N v Fe0 C�i FLOOR TIC 30" (I) TYP. WALL TYPE TENANT /CORRIDOR (l) TYP. WALL BEHIND RANGE /OVEN .OVE FINI= wmL7�. WALLS. IN THE COMMERCIAL KITCHEN. zt b- i) Faze 'alne;CA er -1S" .yp,e X clyk . i� %J app lice i a es try e3 s'ce. of etud:, 24' a,c W, ate r,a :o�, ;- /S' long 085' "^ 5ha a ^giea to ea Aide Wated nails •3r!�" ,ono 100' &h::an< pirll,b st.:a C.{gered :^� "'si, layer 4 gfd-_ GA FILE NO. Wf= 3230 GA FILE NO. LP 3605 Refer to previous wall types for attach. requirements. GA FILE NO. LUP 3230 GA FILE NO, Wf= 3605 Refer to previous wall types For attach. requirements. I LAYER - 5/8" 'TYPE - X' GYP. 5D. BATT INSULATION 1 LAYER - 5/8" 'TYPE - X' GYP. BD. 2x STUDS e I6" O.C. (1) ONE -HOUR FIRE BARRIER AND LOAD BEARING WALLS EXTENDS FROM GROUND FLOOR TO BTM. OF THE I -HR LID a TOP FLOOR GA FILE NO. V= 3(005 One layer 5/8" type x gyp. bd. applied parallel or a rt. angles to ea. side of studs 16" Oz, w/ 6d coated nails, 1 -1/8" long, .0915" shank, 1/4" heads, 1" oz. Joints staggered 16" oz, Opp, sides. 1/2" GYP. BD. W/ IS GAGE WIRE 15" O.C. 1/2" GYP. BD. STRUCT. STL. COLUMN (TUBE OR FLANGE) (1) TYP. ONE -HOUR COLUMN WRAP GA FILE NO, CM 1100 IBC TABLE 720.1(1) 0I -7.1 Two layers of 1/2" gyp. bd, adhesively secured to column 4 successive layers corner edges of ea. layer staggered. gyp. bd. layer below outer layer secured to column w/ doubled 049" (18 gage) stl. wire ties a 15" oz, Exposed corners taped 4 treated. DRAFT STOP MATERIAL TRUSS ATTIC DRAFT STOP Draft stop materials shall not be less the 1/2" gyp. bd., 3/8" plywd., 3/6" part. bd. or approved adequately supported. Openings to have self - closing, self -latcl doors. LEGEND XXXXX 100 ROOM NAME AND NUMBER IEEE ROOM FINISH SCHEDULE) aca 100 DOOR NUMBER (SEE DOOR SCHEDULE) O WINDOW NUMBER (SEE WINDOW SCHEDULE) x ELEVATION TAG (SEE A3.1 rxx FOR EXTERIOR, A5.1 FOR INTERIOR) x BUILDING SECTION TAG (SEE A32 J FOR SECTIONS AND DETAILS) ENLARGED FLOOR PLAN TAG / nxx DETAIL TAG SEC L� FIRE EXTINGUISHER CABINET ONE -HR FIRE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP FLR ONE -HR CEILING REQ'D BY v -A CONSTR M M M O R O M SMOKE PARTITION ATTIC DRAFT STOP — (NOT REQUIRED IN FULLY SPRINKLED BLDG.) X X WALL TYPE (SEE WALL TYPES) MF4 MAGNETIC HOLD OPENS NOTE: ALL EXTERIOR OPENINGS IN THE BUILDING TO BE USED FOR VENTILATION, EXHAUST, OR OPERABLE WINDOWS SHALL BE PROTECTED WITH I&G MESH SCREENS PARTIAL FIRST FLOOR PLAN SCALE: 1/5" = I'-011 ,LO04-2, .w K KEY PLAN F Q F O W In 0.00 0 tf)i a O , V1 MMM goat U q�j N VJ rang CD C/D CQ 4< m n Q REVISIONS• 5D O E LLI rn d C7 o co to N OD C SO 0 CO e) ..M ¢a 4eat X REGISTERED EXP 30 SEPT. 2004 PROJECT TITLE: a 1 C7 H Q U a A N SHEET TITLE: PARTIAL FIRST FLOOR PLAN U 0.i d �yQ0 W DRAWN BY SHEET: aca PROJECT #: 0317 A2.1 A DATE: 15S8PO4 J r L. I T G -47) ' '^ EXIT/ ATAIO ; T ,. -.,,- ,. ,._ 119 ". LALL TYPES: a4 a = Q I I I I As. I 518" 'TYPE -X' G7P. EsD. EXT. FINISH ~! A3 2 ALL 5HT -ROCK Q L 03.2 .4 m 5/8" GYP. BD. I - - -\ RESILIENT FURRING VAPOR BARRIER GOBI lERS TO CHANNEL a 24" O.G. - - \ $E BULL NOSED C Oar GATT INSULATION BATT INSULATION GATT INSULATION - GENERAL 5/8" TYPE -X' GYP. BD. „ - �� PLA TER 5TII9 - Q 5/8" 'TYPE -X' GYP. BD. 5/8 G7P. BD. 6' -6 6' -6 B .0 ❑ 1 /2 "PLYWD. OR 'OSB' ❑ __ \ \ DINING ,a G 10' -II"' a -1 � 2x STUDS 0x16" O.0 6Y = STUDS \ \ 116 22 IIT Ile 5 CNTR ^ 0 16" O.C. 4,1-2x a 16" O.G. ^ = = A B C A5. I 116 \ - - - OCC. LD. i0 = D A5, I D NON -LOAD BEARINCs INT. WALLS Be PEOPLE 10 TOILET TO 9 (1) TYP. WALL TYPE BETWEEN TENANT (U EXTERIOR WALL TYPE p I 111 118 A5. I ROOMS AND TENANT /CORRIDOR NO RATM REQUIRED - =_ / / PERM, SIGN w � G D WALLS. IBC TABLE *120.1(2) (REFER TO STRUCTURAL DRAWMGS) / / TO BE DISPLAYED t 2 - - - - - (1) ALL OTHER INTERIOR WALL IN ! 5 PER CITY REQ. ® O GA FILE NO, Wf= 3230 ITEM r 16 -1.1 COMMON AREAS AND INT. TENANT ❑ � / / ROOM SPACES s / 6 _3 / 0" 9' -0", 8 FEC 15 13,_6,., 8i_2u, Ip_ll,, �q Res111ent Chan 24" o.c. attached a rt angles to RATED PER IBC 1048 - Fire - resistance Ratings (2) WALLS EXTEND FROM THE FLOOR _ - m q / One Side of studs 16" oz. w/ 6d coated Halls, „ TO THE BOTTOM OF THE FLOOR OR - -/ -' A5.1 WORK LO 2x wood atuds 6 16 oz. w/ dbi. top plates, single ROOF STRUCTURE ABOVE _ / 4 106 / 1 -1/6" long, .086" shank, 1/4" heads. i /2 "x 3" bim. plater Int. aide covered w/ 5/8" Type X gyp. � = � 6 Q❑ D 0 OFFICE A OFFICE gyp. bd. filler strips attach to btm. plate a bd, applied horiz. unblocked, t fastened w/ 2 -1/4" One layyer 5/8" gyp. bd. applied = 11'-0 "' 4 - - 5.1 2 CARPET 06 105 104 a ❑ A3. I Fir. In. w/ bd nalls. One layer 5/8" type X gyp. Type 5 dr wall screws, spaced 12" o.c., Joints cov'd arallel or a rt. angles to ea. side of n bd. applied parallel to channels w/ 1" T s S yp y p ' J p „ 9 8' -6 g, 3,,, €C 05.1 TILE RECEPT `r pp p yp w/ tape t compd, Fastener heads coVd w/ compd studs 16 or- w/ 6d coated nails, I -1 /8 = drywall crews 6" o.c. a horiz. Joints < 12" oc. o long .0915" shank, 1/4" heads, 1" O.C. s 9 9 � 01 105 D interm. channels. Batt insulation stapled to studs Exterior Side: cov'd w/ 3/8" wd, struct. panel (055) staggered " pp. sides. B - 4' -6 "' 4' -6 3' -6 aj w a In studs ace. p Joints ata erect I6 OG. o A5. I 2f �' p a lied Vert., horiz. oints blkd t fastened w/ 6d Opposite Side: One layer 5/8" type X gyp, bd. common na11s - 12" oc. (field), t 6" O.C. (edges). \ A C' U s 5.I , U / applied a rt. angles to studs w/ 6d nails 8" o.c. \ Y' - - - - - - - - - - - End Joints staggered 48 on sides. - G / 99 pp II �[ II4D ' �9 x = 5/8" 'TYPE -X' GYP. BD. 3 _� C 40 SITTING s / / OFFICE 1 LAYER - 5/8" f I 42 ' A" ER5 - F %''' TYPE - X' GYP. BD. n "7'FE - % ' Cs ' . 3T RESILIENT FURRING A3. I \ DRY. AREA 1 CHANNEL a 24" O.G. `� \ STORAGE 08 n L GATT INSULATION „i s c GT7 Ih.S L.AT!ON I$ -0° n' IiII. it BATT INSULATION A \ / i LAYER - 5/8" I, % °'- \ 03 (! j! } ;; L.�'TERv - 2x STUDS a 16" O.C. 3 \ / TYPE - X' GYP. BD, KITCHEN LOBBY - - ��-. 2x STUDS A5. 1 114E f Q CALL 8 N. �- I �_ a 16" O.C. = D 114E 114 I w 101 I0 a 8TUD8 ! " dt r. o l U!. o ��.I A5. I yg Q U _ cr VEST15ULE Q U3 ^ a 16" O.G. (r ":>.:.Ii�,u tw" vGQ ^ - - -i 1 IIGG�� (IDNE -HOUR FIRE BARRIER TIU -NOUN F!gG F 2 9 m 6' -9 "' / 15' -0"' 21' -6" _ C0 T Y 100 Ua °s AND LOAD BEARING WALLS EXTENDS- PRCM D F"00R TO 30 (1) TYP. WALL TYPE TENANT /CORRIDOR 03.2 .D 8,_0„: ,_0„ ~ U EXTENDS FROM GROUND FLOOR TO 5TM. OF ADO•,/' --IN 15thEG� WALLS. n5 ALL 5HT -ROCK C / \ THE I -HR LID a TOP FLOOR '\ / C CORNERS TO 1 2 ° S GA FILE NO. UJP 3230 5E BULL -NOS €D B GA FILE NO. LJP 3605 / `� GA FILE NO, WE 3605 (�, =11 F i WE *9 / 12.6" 1'_s "' \1 _5" - - j _,- 4;3i:_. OFFICE �, \ a �, - - - - - - - - \ � ' q� One layer 5/8" type X gyp. bd. applied mac -e layer sv'f3" types Yy >. bd. applied Refer to previous wall types for attach. = 9 15 N IIaA J r - parallel or 0 rt, angles to ea. aide of a °t. sr es to e-:. s,de Gr yt�ds 2�" ,�.c requirements. - � �N 48 \ `t - - - - - - - - - - - studs I!o" o.e. w/ 6d coated nails, 1 -1 /8" u- �,o c/)ce!J nc11 i -T /S' Iona Q55" s %ank q 1 7 _ Q C \ 4 = 4-6.1 30,_0„ long, 0915" shank 1/4" heads, 1" o.c. 1/4" n aoe, 24i" cc. Faa-_, layer 5 /5' tyre U B S = B 03.2 Joints staggered 16" oz, opp, sides. X c .. bd. a� llec art a „ny1e, C e;, etdb 4 -6 4 -6 3' -6 _ LIVING \ Coated f ciai13, 2 -3/c,' !Ony, X1 ...nr:.Mrk, -� A 10Z Q� r g iA o 05.1 2 a J ^rots staa,-tgervd 2 =t" ea. !ajar a s'ci.= = EC 2 TILE _ 6 05.1 CARPET BOXES , ❑ O - - - -� MAIL \ in �Iul 5/8" 'TYPE -X' GYP. BD. DRAFT STOP MATERIAL A5. 1 Z RESILIENT FURRING 1/2" GYP. BD. W/ . O.C. A5. I CHANNEL a 24" OG 18 GAGE WIRE 15" O.G. TRU55 - CARPE S >> i1p 1/2" GYP. B. BATT INSULATION OCC. LID. 4 ml D m z 2x STUDS 5TRUCT. STL. COLUMN PERM. SIGN 12'-10 10'_11 „' s 5, - - - - - MTL. STUDS ❑ \ \ 104 PEOPLE fL (TUBE OR FLANGE) r \ \ \ \ TO BE DISPLAYED 0 16" O.C. m Q l ^ = PER CITY REQ. G = I I � I I � ms lie A3.2 - (1) TYP. WALL BEHIND RANGE /OVEN (1) TYP. ONE -HOUR COLUMN WRAP / / / / DINING 22 Ogg T T ll� T a IN THE COMMERCIAL KITCHEN. ! GA FILE NO. UJP 3230 GA FILE NO. CM 1100 ATTIC DRAFT STOP ❑ r 5 05.1° 6'"�' ' B p O / / 5 DINING >n ❑ GA FILE NO. LJP 3605 IBC TABLE 120.1(1) "1 -1.1 Two layers of 1/2" gyp. bd. adhesively Draft stop materials shall not be less than , s / / ALL SHIT-ROCK Refer to previous wall types for attach. secured to column t successive layers 1/2" gyp. bd., 3/8" plywd., 3/8" part. bd. 8 - - - CORNERS TO I I "� COMPUTER 16 requirements. corner edges of ea. layer staggered. or approved adequately supported. n $E BULL -NOSED 2 Q a gyp, bd. layer below outer layer secured Openings to have self - Closing, self - latching s A3.2 05.1 A3 2 to column w/ adoubled .049" (18 gage) doors. atl. wire tees 15 oe. $ COMP DESKS A,© Exposed corners taped t treated. ❑ ❑ s s s A,D 1500 A, 1528 - - D - - -- -- - - - - - - - -- UP STAFF „ 9'-ro"' z LOUNGE B 71 E, 27 EXIT / R 0� 8' -6"' S „' 151A STAIR H Lj 51 10 A 0 05.1 A it / B 152A \ D 150 A g 2 04.2 E I o 151 'A I 488* I O C I B D F I 15 LEGEND XXXXX 100 ROOM NAME AND NUMBER (SEE ROOM FINISH SCHEDULE) 100 DOOR NUMBER ' -• (SEE DOOR SCHEDULE) O WINDOW NUMBER (SEE WINDOW SCHEDULE) x ELEVATION TAG (SEE A3.1 nxx FOR EXTERIOR, AS.I FOR INTERIOR) x BUILDING SECTION TAG (SEE A32 x FOR SECTIONS AND DETAILS) �... ENLARGED FLOOR PLAN TAG / nx.x DETAIL TAG FEG O FIRE EXTINGUISHER CABINET ONE-HR FIRE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP - FLR ONE -HR CEILING RRQ'D BY V -A CONSTR. M M M M M M M SMOKE PARTITION ATTIC DRAFT STOP ! (NOT REQUIRED IN FULLY SPRINKLED BLDG.) X WALL TYPE IX (SEE WALL TYPES) MH MAGNETIC HOLD OPENS NOTE, ALL EXTERIOR OPENINGS IN THE BUILDING TO BE USED FOR VENTILATION, EXHAUST, OR OPERABLE WINDOWS SHALL BE PROTECTED WITH 1613 MESH SCREENS PARTIAL FIRST FLOOR PLAN SCALE: I/8" = I' -0" A- ® U 6 DRT % 5.1 6 " 13'- iQ \ z A A 0,_gin = 10'_6"03.2 11i_3,n 5 G 1 -10,,, 1.10,u 0,, B LAUNDRY Q'� B -' 2 Ell 6 5' -3 5' -6 Q_ = G I Q YG N 21 B L J 5.1 WASH 5 _3„ 5,_3„ 5 _5,,, g B I " O z $ O I0° A LOGKASLE z 15 6 N CABS 04.2 s 5 A - - - - _ %^t UP /LOW 131_111, - OFFICE 9' -6 "' 1538 ELEV ALL 5HT -ROCK _6,,, G p =, I 156 G 55 1550 ORRIDO OF MACH. CORNERS TO A D 628 D A 150 SINK BE 5ULL -N05ED D EXIT / B 3 501LEP m D A A STAIR C `9 z UTILITY �t F 162 9 A O A I G O 156 CHART 13 V iv 154 G 0 in Q I £�.. 0 155 05.1 `� 12 C � C `'' � 0 $ D A5.I G G C 13 G G C f -1 , ,,, G 13 C 166 116 C 45' 6 _8 5aa 8tB E 640* B U I IB'I O 162 B 164 540* B 114 G G 112 E_IE CTRICA1 Y I MEA/GLN G 489* 620* G - (920* I ROOM _j ROOM ti ID 0 C ® E 9 158 151 ,� ELEV r D B ® I/ \U ) 45' = LOBBY E ® E M G B 9 QQ F £ ® E i I A5. I �/ 9 Q7 F 16213 1620 D 168 ' 5 -g 5d0* A ELEC G F Q Q F G J 58 L - -- p °?'� r 50B MI-4 L G F Q F C ELEC A 540* F 17 se JA A MW � A A A 61 26,_4,,, C EXIT/ IA MW /�.\ CORRIDOR s PLANTER _s -10", +r F E ' 5,_p,,, �.JJ 13' -111, 4 _0" 6' -5 "' il' -3"' 2314,1" 101_0" 22'_6l" B 12' -9u' II'_3n, 11,_8m 259' -211" 2 A3. I 161 620* Cl II C CORRIDOR 161 77 F-7- ALL SHT -ROCK COMERS TO z O= BE BULL -NOSED �4 /. Cl I r 1 © O 4 4 m 14' -9 , 3 04-2,16 C11 00 00 en OPi pt , U C7 V1 00 ton �I f^ /� • rl W Q Q ' -• rim _ - � ������������IIIIII� � X11! � 'II• ri If-1 ©l . L. i .�►`f- ♦ .�I ,III . �(. �'' - �,, :� ''' r� cTr . ❑ a / o _., -a r � r it 5,_p,,, �.JJ 13' -111, 4 _0" 6' -5 "' il' -3"' 2314,1" 101_0" 22'_6l" B 12' -9u' II'_3n, 11,_8m 259' -211" 2 A3. I 161 620* Cl II C CORRIDOR 161 77 F-7- ALL SHT -ROCK COMERS TO z O= BE BULL -NOSED �4 /. Cl I r 1 © O 4 4 m 14' -9 , 3 04-2,16 C11 00 00 en OPi pt , U C7 V1 00 ton �I f^ /� • rl W Q Q r- L Q (L O LL It Q LEI DOOR SCHEDULE IK n LU Q 1 11 1 5/8" 'TYPE -X' GYP. 50. ro 5/8" GYP. BD. \J I LAYER - 5/5" RESILIENT FURRING VAPOR BARRIER A, 31- 0 11x6' -8" Al SC PF - - 12 - 5 3'- 0 "x6' -8" A HC W5 - I - 14 1 - C PR- 2'- 8 "x6' -8" A HC LUS - - 14 (1) TYP. WALL TYPE BETWEEN TENANT p V- 6 "x6' -8" A HC WS - - 13 - E 31- 0 1jx6' -8" A SG W5 - - 4 - F 3'- 0 "x6' -8" Al SC W5 - 120 btm. plates Int, aide covered w/ 5/8" Type X gyp. bd, applied horiz. unblocked, 4 fastened w/ 2 -1/4" 12 e Cs 41- 0 11x6' -8" A HC WS I - I - 14 8 H 31- 0 "x6' -8" 5 6CIWEI Exterior Side: cov'd w/ 3/8" wd. struct. panel (055) TI I - 7 applied vert., horiz. joints blkd 4 fastened w/ 6d J PR 2'- 4 "x6' -8" A 5CI WS - I - 14 GLASS End joints staggered 46" on Opp sides. e 201 3'- 6 "x6' -8" 5 5C WEI TI I - 110 7 2034 3'- @ "x6' -8" A SG WE a 20 3 2038 3'- 0 "x5' -0" A HM ME - I - 1 11 204 3'- 0 "x6' -8" E 5C WE TP - 3 205 3'- 0 "x6' -8" A SC WE - - 4 E 206 3'- 0 "x6' -8" A SC WE TP - Tempered Plate - 4 CW - Clear Wlre 207A PR 3'- 0 "x6' -8" 5 SC WE TP I - 6 110 Number refers to hardware 2075 31- 6"x7' -4" B 5C WE TI - 10 207C 3'- 0 "x6' -8" A 5C WE - 3 GROUPS DESCRIPTION $ 6 -15UTTS 2 -PANIC CRASH -BARS 2 -PANIC CRASH -BAR - CYLINDER 2 -MAG HOLD OPENS 2- CLOSERS 2- CLOSERS 220A PR 3'- 0 "x7' -4" D 5C WE CW 60 8 2205 3'- 6 1'x6' -8" D SC WE CW 20 9 221 3'- 0 "x6' -8" D 5C WE CW 20 9 2224 31- 0 1'x6' -8" D SC WE CUJ 20 6 3,4 2225 3'- 0 "x1' -0" 5 5C WE TI - 7 7 222C 3'- 0 "x7' -0" A SC WE - - 7 I -STOP 223 3'- 0 "x6' -8" A 5C WE - 20 3 1- PRIVACY LEVER 224 3'- 0 "x6' -8" D SG WE CW 20 6 2,3 225 PR 2'- 0 "x6' -8" A SC WE - 20 3 10 226 PR 3'- 0 "x7' -4" D SC WE CW 20 8 1 -5UTT 227 3'- 0 "x6' -8" A 5C WE I- KNOCKER W/ VIEWER 20 3 1 -KICK PLATE - 10" (BTM, PUSH SIDE) 228 3'- 0 "x6' -8" A SG WE - 20 3 2 -BUTTS 230 3'- 0 "x6' -8" D 5C WE CW 20 9 I -DOOR BOTTOM 1 -RAIN DRIP 14 I -SET SLIDING TRACK I -SEAL 2 -ADA APPROVED KNOBS 2504 PR 3'- 0 "x7' -4" D Sc WE CW 60 8 2508 3' 6 "x6' -8" D SC WE CW 20 9 251 3'- 0 "x6' -8" P SC WE GW 20 9 252,4 3'- 0 "x6' -8" D 5C WE CW 20 6 2,3 2525 3'- 0"x6' -8" A SC WE 7 253 31- 0 11x6' -8" D SC WE GW 20 6 3,4 254 31- 0 11x6' -8" A SC WE I - 120 3 255 3'- 0 "x6' -8" A 5C WE - 120 3 251A PR 3'- 0 "x7' -4" D SC WE GW 20 8 2515 PR 2'- 0 "x6' -8" A SC WE 20 3 10 258 3'- 0 "x6' -S" D SC WE CW 20 9 260 PR 2'- 0 "x6' -8" A 5C WE 20 3 10 261 31- 0"x6' -8" D 5C WE CW 20 9 NOTES: 1) USE 5/8" GREEN BD. IN ALL PLUMBING WET LOCATIONS - TYP. THROUGHOUT THE BUILDING AND ALL WALL TYPES, 2) REFER TO STRUCT. DW35. FOR 2x DIMS. a ALL WALL LOCATIONS NOTE5: I. PUSH BUTTON ENTRY OPERATION PER ADA, 2, 1"14GNETIC HOLD OPENS AND CLOSERS 3. SMOKE SEALS 4, CLOSERS 5, LOUVER 6, 6" CURB 7, TIMED ALARM 4 1or KEYPAD DELAY ENTRY 8, 51 -FOLD DOORS 9. 'F1' -- 60 MIN, DOOR 10, TWO 5ET5 OF HARDWARE 11, 10" KICK PLATE (PUSH SIDE) 12. 32 "x36" WHITE PLASTIC KICK PLATE (PUSH 51DE) a 4 J d LL a 1. Door types �Ay ER6 S'„ .. :X' C-yIP, BD 100 11 1 5/8" 'TYPE -X' GYP. 50. ro 5/8" GYP. BD. \J I LAYER - 5/5" RESILIENT FURRING VAPOR BARRIER BUILDING SECTION TAG (SEE A32 FOR SECTIONS AND DETAILS) 'TYPE - X' GYP. BD. CHANNEL a 24" O.C. GATT INSULATION GATT INSULATION GATT INSULATION GATT INSULATION r liiilCoe 5/6" GYP, 50. T 5/8 " 'TYPE -x, GYP. ED. I/2 "PLYWD. OR '05B' a 'TYPE - X' GYP. BD. 2x STUDS ..%," 2x 6TUD6 ^ a 16" O.G. 1 O.C. a 16" O.C. GATT INSULATION � a B C (1) TYP. WALL TYPE BETWEEN TENANT (1) EXTERIOR WALL TYPE pill (U ONE -HOUR FIRE BARRIER AND LOAD BEARING WALLS ROOM$ AND TENANT /CORRIDOR WALLS. IBC TABLE "12 @.112) x EXTENDS FROM GROUND FLOOR TO BTM, OF THE 1 -HR LID a TOP FLOOR 3A PILE NO. WP 3230 ITEM M 1(0-1.1 (U ALL OTHER INTERIOR WALL IN COMMON AREAS AND INT. TENANT GA FILE NO, WIP 3605 ROOM SPACES N RATED PER IBC 1045 - lire- resistance Ratings (2) WALLS EXTEND FROM THE FLOOR TO THE BOTTOM OF THE FLOOR OR One Side of studs 16" oz. w/ !ad coated Halls, I /2 "x 3" 2x wood atude a 16" o.c. w/ dbl, top plates, single ROOF STRUCTURE ABOVE „ One layer 5/8 type X gyp, bd. applied or a rt, angles to ea. aide of 1 -1/8" long, .086" shank 1/4" heads. gyp. bd. Filler strips attach. to btm. plate 9 btm. plates Int, aide covered w/ 5/8" Type X gyp. bd, applied horiz. unblocked, 4 fastened w/ 2 -1/4" a parallel studs 16" oz. w/ 6d coated nalls, 1 -118" fir. In, w/ 6d nails. One layer 5/8" type X gyp. P Type S Type S drywall screws, spaced 12" o.c., joints cov'd parallel or a rt. angles to ea. aide of long, ,f0915" shank 1/4" heads, 1" o.c, Jornta staggered 16" o.c. Opp. sides. bd. applied parallel to channels w/ w/ tape 4 compel, fastener heads cov'd w/ compel studs 16" oz, w/ 6d coated nails, I -1/8" I A 1 4" 6" 8 C 6" long, .0915" Shank, I /4" heads 1" oz, interm. channels. Batt insulation stapled to studs Exterior Side: cov'd w/ 3/8" wd. struct. panel (055) Joints staggered 16" oz. opp. sides. ro applied vert., horiz. joints blkd 4 fastened w/ 6d Opposite Side: One layer 5/8" type X gyp. bd. common #ratio - 12" 04. (field), 4 6" O.C. (edges). = GLASS End joints staggered 46" on Opp sides. e GLASS o a x _ 0 D E 2. Construction 4. Glass SC - Solld Core TP - Tempered Plate HM - Hollow Metal CW - Clear Wlre AL - Aluminum 4 Glass TI- Tempered Insulated HC - Hollow Core Wd. 3 Material/Flnish 5 Number refers to hardware WE - Wood Enamel group of hardware schedule ME - Metal Enamel W5 - Wood Stain PF - Manuf Pre- Flnl5hed HARDWARE SCHEDULE GROUPr I DESCRIPTION 6 -BUTTS GROUPS DESCRIPTION $ 6 -15UTTS 2 -PANIC CRASH -BARS 2 -PANIC CRASH -BAR - CYLINDER 2 -MAG HOLD OPENS 2- CLOSERS 2- CLOSERS I- THRESHOLD 1 -SEAL I -S" 1- ASTRAGAL 2 -KICK PLATE - 10" (STM, BOTH SIDE) 2 -DOOR BOTTOMS 3 -5UTTS I -EXIT ALARM I -PANIC CRASH -BAR I- CLOSER 6 -BUTTS I -MAG HOLD OPEN 2 -PANIC CRASH -BARS I -SEAL I- CYLINDER 2- CLOSERS 142 3 -5UTTS I -SEAL 1 -PANIC CRASH -5AR 2 -KICK PLATE - 10" (517M, BOTH SIDE) 1- CYLINDER 2 -DOOR BOTTOMS I- CLOSER I -EXIT ALARM I- THRESHOLD I -DOOR BOTTOM 3 -5UTTS 1 -RAIN DRIP I- LOCKSET LEVER - STORAGE 1 -SEAL I- CLOSER 2 -KICK PLATE - 10" (BTM, BOTH SIDE) I -STOP I -EXIT ALARM I -SEAL I- TRANSFORMER 4 3 -BUTT5 11 3 -BUTTS 1- PRIVACY LEVER 1- 1-OCKSET LEVER - STORAGE I -STOP I- CLOSER 3- 5ILENCERS I- THRESHOLD I -DOOR BOTTOM ¢ 3 -5UTTS I -RAIN DRIP I -PANIC CRASH -BAR I -SEAL I- CLOSER 6" MIN. CURB I -KICK PLATE - 10" (BTM, PUSH SIDE) I -SEAL 1Z 2- SPRING HINGES 3- SILENCERS 1 -5UTT I -MAG HOLD OPEN I- LOCKSET LEVER W/ DEAD -BOLT I- KNOCKER W/ VIEWER 3 -BUTTS 1 -KICK PLATE - 10" (BTM, PUSH SIDE) I- PASSAGE LEVER I -STOP 3- SILENCERS 1 -SEAL 1 3 -BUTTS 2 -BUTTS I- LOCKSET LEVER - CLASSROOM I- PASSAGE LEVER I- CLOSER 1 -STOP I- THRESHOLD 3- SILENCERS I -DOOR BOTTOM 1 -RAIN DRIP 14 I -SET SLIDING TRACK I -SEAL 2 -ADA APPROVED KNOBS I -DOOR STOP I -LOCK PROTECT a 4 J d LL a NOTE: 1. GYP. BD. MECHANICAL SOFFIT AT S' -0" AFF. 2 8' -0" CEILING HT. - 2nd FLOOR 3. CARPET PAD ON STAIRS 4. HANDRAIL - BOTH SIDES 5. CHAIR -RAIL AROUND ROOM - (PAINT BELOW 4 WALL PAPER ABOVE) 6. WALL PAPER BORDER WALL TYPES: Ml j I Ii'TYf�E �Ay ER6 S'„ .. :X' C-yIP, BD 100 11 1 5/8" 'TYPE -X' GYP. 50. EXT. FINISH 5/8" GYP. BD. \J I LAYER - 5/5" RESILIENT FURRING VAPOR BARRIER BUILDING SECTION TAG (SEE A32 FOR SECTIONS AND DETAILS) 'TYPE - X' GYP. BD. CHANNEL a 24" O.C. GATT INSULATION GATT INSULATION GATT INSULATION GATT INSULATION r 5/8" 'TYPE -X' GYP. BD. 5/6" GYP, 50. 1 LAYER - 5/6" 5/8 " 'TYPE -x, GYP. ED. I/2 "PLYWD. OR '05B' 2x STUDS 'TYPE - X' GYP. BD. 2x STUDS ..%," 2x 6TUD6 ^ a 16" O.G. 1 O.C. a 16" O.C. GATT INSULATION � A B C (1) TYP. WALL TYPE BETWEEN TENANT (1) EXTERIOR WALL TYPE pill (U ONE -HOUR FIRE BARRIER AND LOAD BEARING WALLS ROOM$ AND TENANT /CORRIDOR WALLS. IBC TABLE "12 @.112) (REFER TO STRUCTURAL DRAWINGS) EXTENDS FROM GROUND FLOOR TO BTM, OF THE 1 -HR LID a TOP FLOOR 3A PILE NO. WP 3230 ITEM M 1(0-1.1 (U ALL OTHER INTERIOR WALL IN COMMON AREAS AND INT. TENANT GA FILE NO, WIP 3605 ROOM SPACES Resilient Chan 24" 04. attached a rt angles to RATED PER IBC 1045 - lire- resistance Ratings (2) WALLS EXTEND FROM THE FLOOR TO THE BOTTOM OF THE FLOOR OR One Side of studs 16" oz. w/ !ad coated Halls, I /2 "x 3" 2x wood atude a 16" o.c. w/ dbl, top plates, single ROOF STRUCTURE ABOVE „ One layer 5/8 type X gyp, bd. applied or a rt, angles to ea. aide of 1 -1/8" long, .086" shank 1/4" heads. gyp. bd. Filler strips attach. to btm. plate 9 btm. plates Int, aide covered w/ 5/8" Type X gyp. bd, applied horiz. unblocked, 4 fastened w/ 2 -1/4" One layer 5/8" gyp. bd. applied parallel studs 16" oz. w/ 6d coated nalls, 1 -118" fir. In, w/ 6d nails. One layer 5/8" type X gyp. P Type S Type S drywall screws, spaced 12" o.c., joints cov'd parallel or a rt. angles to ea. aide of long, ,f0915" shank 1/4" heads, 1" o.c, Jornta staggered 16" o.c. Opp. sides. bd. applied parallel to channels w/ w/ tape 4 compel, fastener heads cov'd w/ compel studs 16" oz, w/ 6d coated nails, I -1/8" drywall srews 6" oz. a horiz. joints 4 12" oz. a long, .0915" Shank, I /4" heads 1" oz, interm. channels. Batt insulation stapled to studs Exterior Side: cov'd w/ 3/8" wd. struct. panel (055) Joints staggered 16" oz. opp. sides. in Stud space. applied vert., horiz. joints blkd 4 fastened w/ 6d Opposite Side: One layer 5/8" type X gyp. bd. common #ratio - 12" 04. (field), 4 6" O.C. (edges). applied a rt, angles to studs w/ 6d nape 8" oz. End joints staggered 46" on Opp sides. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ • it 1 NOTE: 1. GYP. BD. MECHANICAL SOFFIT AT S' -0" AFF. 2 8' -0" CEILING HT. - 2nd FLOOR 3. CARPET PAD ON STAIRS 4. HANDRAIL - BOTH SIDES 5. CHAIR -RAIL AROUND ROOM - (PAINT BELOW 4 WALL PAPER ABOVE) 6. WALL PAPER BORDER WALL TYPES: Ml j I Ii'TYf�E �Ay ER6 S'„ .. :X' C-yIP, BD 100 11 1 5/8" 'TYPE -X' GYP. 50. EXT. FINISH 5/8" GYP. BD. \J I LAYER - 5/5" RESILIENT FURRING VAPOR BARRIER BUILDING SECTION TAG (SEE A32 FOR SECTIONS AND DETAILS) 'TYPE - X' GYP. BD. CHANNEL a 24" O.C. GATT INSULATION GATT INSULATION GATT INSULATION GATT INSULATION r 5/8" 'TYPE -X' GYP. BD. 5/6" GYP, 50. 1 LAYER - 5/6" 5/8 " 'TYPE -x, GYP. ED. I/2 "PLYWD. OR '05B' 2x STUDS 'TYPE - X' GYP. BD. 2x STUDS ..%," 2x 6TUD6 ^ a 16" O.G. 2 2x TUD6 1 STUDS O.C. O.C. a 16" O.C. GATT INSULATION � A B C (1) TYP. WALL TYPE BETWEEN TENANT (1) EXTERIOR WALL TYPE NON -LOAD BEARING INT. WALLS NO RATING REQUIRED (U ONE -HOUR FIRE BARRIER AND LOAD BEARING WALLS ROOM$ AND TENANT /CORRIDOR WALLS. IBC TABLE "12 @.112) (REFER TO STRUCTURAL DRAWINGS) EXTENDS FROM GROUND FLOOR TO BTM, OF THE 1 -HR LID a TOP FLOOR 3A PILE NO. WP 3230 ITEM M 1(0-1.1 (U ALL OTHER INTERIOR WALL IN COMMON AREAS AND INT. TENANT GA FILE NO, WIP 3605 ROOM SPACES Resilient Chan 24" 04. attached a rt angles to RATED PER IBC 1045 - lire- resistance Ratings (2) WALLS EXTEND FROM THE FLOOR TO THE BOTTOM OF THE FLOOR OR One Side of studs 16" oz. w/ !ad coated Halls, I /2 "x 3" 2x wood atude a 16" o.c. w/ dbl, top plates, single ROOF STRUCTURE ABOVE „ One layer 5/8 type X gyp, bd. applied or a rt, angles to ea. aide of 1 -1/8" long, .086" shank 1/4" heads. gyp. bd. Filler strips attach. to btm. plate 9 btm. plates Int, aide covered w/ 5/8" Type X gyp. bd, applied horiz. unblocked, 4 fastened w/ 2 -1/4" One layer 5/8" gyp. bd. applied parallel studs 16" oz. w/ 6d coated nalls, 1 -118" fir. In, w/ 6d nails. One layer 5/8" type X gyp. P Type S Type S drywall screws, spaced 12" o.c., joints cov'd parallel or a rt. angles to ea. aide of long, ,f0915" shank 1/4" heads, 1" o.c, Jornta staggered 16" o.c. Opp. sides. bd. applied parallel to channels w/ w/ tape 4 compel, fastener heads cov'd w/ compel studs 16" oz, w/ 6d coated nails, I -1/8" drywall srews 6" oz. a horiz. joints 4 12" oz. a long, .0915" Shank, I /4" heads 1" oz, interm. channels. Batt insulation stapled to studs Exterior Side: cov'd w/ 3/8" wd. struct. panel (055) Joints staggered 16" oz. opp. sides. in Stud space. applied vert., horiz. joints blkd 4 fastened w/ 6d Opposite Side: One layer 5/8" type X gyp. bd. common #ratio - 12" 04. (field), 4 6" O.C. (edges). applied a rt, angles to studs w/ 6d nape 8" oz. End joints staggered 46" on Opp sides. DRAFT STOP MATERIAL 1/2" GYP. 50. W/ TRU55 18 GAGE WIRE 15" O.G. 1/2" GYP. BD. STRUCT. 6TL. COLUMN (TUBE OR FLANGE) (1) TWO-HOUR - -1RE E'XTFN>`5 FFaOC 1. L FLOOR TO 3v' (1) TYP. WALL TYPE TENANT /CORRIDOR (1) TYP. WALL BEHIND RANGE /OVEN (1) TYP. ONE -HOUR COLUMN WRAP CvE if 15 E WALLS. IN THE COMMERCIAL KITCHEN, 3A FILE NO. WP 3230 3A FILE NO. WE! 3230 3A FILE NO, CM I100 ATTIC DRAFT STOP SA i CIS 3A FILE NO. WE 3fo @5 3A FILE NO. UJP 3�o @S IBC TABLE -12 @.Ill) *1 -�,1 —�, Two layers of 1/2" gyp. bd. adhesively Draft stop materials shall not be lose than type X Cup- Uci ap olled Refer to previous wall types for attach. Refer to previous wall types for attach secured to column 4 successive layers 1/2" gyp. bd., 3/8" plywd., 3/8" part, bd, rt a/, .GS to G . S;G V° crF studs :,4" or-, requirements. requirements. corner edges of ea. layer staggered, or approved adequately supported. u: 6c sated na!IS - "I!8' pr, 5085'' ra «i gyp. Ind. layer below outer layer secured Openings to have self - closing, aelf- latching 2 4 o,G. lace layer K.e" tupe to column w/ doubled .049" (18 gage) doors. apple e6 % -t an2!ea. tc Yta. Side stl. wire ties a 15" w/ Coated nai,e, 2 -3/6, lono, ;"100, ahanit" Exposed corners taped 4 treated. heaos 8" Vy staggered 24" ea iaye;r i a;rde LEGEND Ml j I Ii'TYf�E �Ay ER6 S'„ .. :X' C-yIP, BD 100 DOOR NUMBER (SEE DOOR SCHEDULE) 5 18" 'TYPE -X' GYP. BD. RESILIENT FURRING WINDOW NUMBER (SEE WINDOW SCHEDULE) x nx.z 5/8" 'TYPE -X' GYP. BD. RESILIENT FURRING x nxx BUILDING SECTION TAG (SEE A32 FOR SECTIONS AND DETAILS) _. _. Axx ENLARGED FLOOR PLAN TAG / DETAIL TAG SEC 0 FIRE EXTINGUISHER CABINET ONE -HR PIPE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP FLR ONE -HR CEILING REQ'D BY V -A CONSTR W O M O M M M CHANNEL a 24" O.C. ATTIC DRAFT STOP (NOT REQUIRED IN FULLY SPRINKLED BLDG,) CHANNEL a 24" O.G. WALL TYPE (SEE WALL TYPES) �I ,i. Il_ If BAT " !ryvU Ti:�r° NOTE: ALL EXTERIOR OPENINGS IN THE BUILDING TO BE USED FOR VENTILATION, EXHAUST, OR OPERABLE WINDOWS SHALL BE PROTECTED WITH 16G MESH SCREENS BATT INSULATION p GATT INSULATION 2 LAYi 5' 2x 6TUD5 a 16" O.G. MTL. STUDS 'T` 'PE - X G S . 2x STUDS 2x 5TUD6 ®16" O.C. a 16" O.G. DRAFT STOP MATERIAL 1/2" GYP. 50. W/ TRU55 18 GAGE WIRE 15" O.G. 1/2" GYP. BD. STRUCT. 6TL. COLUMN (TUBE OR FLANGE) (1) TWO-HOUR - -1RE E'XTFN>`5 FFaOC 1. L FLOOR TO 3v' (1) TYP. WALL TYPE TENANT /CORRIDOR (1) TYP. WALL BEHIND RANGE /OVEN (1) TYP. ONE -HOUR COLUMN WRAP CvE if 15 E WALLS. IN THE COMMERCIAL KITCHEN, 3A FILE NO. WP 3230 3A FILE NO. WE! 3230 3A FILE NO, CM I100 ATTIC DRAFT STOP SA i CIS 3A FILE NO. WE 3fo @5 3A FILE NO. UJP 3�o @S IBC TABLE -12 @.Ill) *1 -�,1 —�, Two layers of 1/2" gyp. bd. adhesively Draft stop materials shall not be lose than type X Cup- Uci ap olled Refer to previous wall types for attach. Refer to previous wall types for attach secured to column 4 successive layers 1/2" gyp. bd., 3/8" plywd., 3/8" part, bd, rt a/, .GS to G . S;G V° crF studs :,4" or-, requirements. requirements. corner edges of ea. layer staggered, or approved adequately supported. u: 6c sated na!IS - "I!8' pr, 5085'' ra «i gyp. Ind. layer below outer layer secured Openings to have self - closing, aelf- latching 2 4 o,G. lace layer K.e" tupe to column w/ doubled .049" (18 gage) doors. apple e6 % -t an2!ea. tc Yta. Side stl. wire ties a 15" w/ Coated nai,e, 2 -3/6, lono, ;"100, ahanit" Exposed corners taped 4 treated. heaos 8" Vy staggered 24" ea iaye;r i a;rde LEGEND XXXXX 100 ROOM NAME AND NUMBER (SEE ROOM FINISH SCHEDULE) 100 DOOR NUMBER (SEE DOOR SCHEDULE) O WINDOW NUMBER (SEE WINDOW SCHEDULE) x nx.z ELEVATION TAG (SEE A3.1 FOR EXTERIOR A5.1 FOR INTERIOR) x nxx BUILDING SECTION TAG (SEE A32 FOR SECTIONS AND DETAILS) _. _. Axx ENLARGED FLOOR PLAN TAG / DETAIL TAG SEC 0 FIRE EXTINGUISHER CABINET ONE -HR PIPE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP FLR ONE -HR CEILING REQ'D BY V -A CONSTR W O M O M M M SMOKE PARTITION ATTIC DRAFT STOP (NOT REQUIRED IN FULLY SPRINKLED BLDG,) X X WALL TYPE (SEE WALL TYPES) MH MAGNETIC HOLD OPENS NOTE: ALL EXTERIOR OPENINGS IN THE BUILDING TO BE USED FOR VENTILATION, EXHAUST, OR OPERABLE WINDOWS SHALL BE PROTECTED WITH 16G MESH SCREENS 5EGON D rLOOK PLAN SCALE: I/ 1 611 = I'-011 —w 4D. ow TYPE FM B C ZING PLATE 3/4 NR RATED ABM VBULATED ME TYPE SINGLE Haws FIXED (PICTURE) 04 -216 H d F O IR W m - Mo �i°00 � rq 1 rA ©VD© aoC M en L REVISIONS LLJ N E W d 0 .-' M O O CD LO co CY LO t0 t ¢aW EXP 30 -SEPT. 2004 PROJECT TITLE: O � O U ILA d a a A O U � CW/1 QI SHEET TITLE: SECOND FLOOR PLAN & SCHEDULES o3rT, 15SM104 r L 3 A3.2 116'-6"' B B O J s m s H z 3 $ _ 5 .n m � 2 B P E H ALL SHT -ROCK N CORNERS TO - �� BE BULL -NOSED P10 9030 12' -3'" 11' -0"' 11' -0"' 12' -9"' 10410 0 = ALL SHT -ROCK 3" '61 B CORNERS TO OO D 6'-6 s B BULL-NO` 5.6) ' -0 O ` T. �% B B A 0 Q ©rte 1\ �rI 7 O O ce C E C O 1 2 0 O \ 22(P B E 224 ® 208 © 9030 B � 9250 m 1350 9 iv NOTES: 1) USE 5/8" GREEN BD, IN ALL PLUMBING WET LOCATIONS - TYP. THROUGHOUT THE BUILDING AND ALL WALL TYPES. 2) REFER TO STRUCT. DU135. FOR 2x DIMS. a ALL WALL LOCATIONS 225 9030 i0 7 I 6i_6 ni II'_3ni 12�_9m • � �1 �, .� III• 1.1 . a; ❑ 1 ° III - t© � `°' ■ �` VIII III• �!� ° .�`�il - � f- - - °. o --� - - -® �,; _ I u -- �� I'J�I o �� �II� III• �� MINE OBI IN A WALL REM •II II• '� ill ° � C� Q__ III .. - •. � _ ,- L _..— p ❑ 0 ❑ � �2tx _ - CORNERS SHIT-ROC _ O - a J ►oo iii Q '•^ ... 5/8" 'TTPE -X' GYP. BP. (s 'TTPE -X' GYP. BD. EXT. FINISH (1) TYP. WALL BEHIND RANGE /OVEN 518 TYP -X GYP. BD. 5/8" GYP. BD. F3G FI ^ „v4 . R F �J I LAYER - 5/8" x I RESILIENT FURRING 3A FILE NO. WP 3230 CAA FILE NO. WP 3230 ILIENT FURRING ZZ VAPOR BARRIER FOR SECTIONS AND DETAILS) RESILIENT FURRING GA FILE NO. Wj- 3605 IBC TABLE '120.10) "1 -'I.1 DETAIL TAG 'TYPE - X' GYP. BD. NEL a 24 O.C. {u CHANNEL a 24" O.C. CHANNEL a 24 O.O. } 'T 5ATT N'.- wLATION Two layers of 1/2” gyp. bd. adhesively Draft stop materials shall not be less than T INSULATION p Refer to previous wall types for attach. Refer to previous wall types for attach, BATT INSULATION 1/2" gyp. bd., 3/6" plVwd., 3/8" part. bd. a rt ar., es s.;a sa. si rr scums z4' cc. ? Lk 5R5 - 5.' requirements, corner edges of ea, layer staggered. BATT INSULATION w/ 60 sated nave 1 -'./8' l rq. 083" sharK MAGNETIC HOLD OPENS GATT INSULATION gyp. bd. layer below outer layer secured Openings to have selF- closing, self - latching BATT INSULATION '7-rPE - X' vY 5D GATT INSULATION doors. X V , 114i �;�.:r~Ile;:t a rt angt,5 to sa efrJ�^ ail. wire ties a 15" oc: wI Ud coatecl rails, 2 -9,'8" !one, ;r..nG?," :ihar�k. . Exposed corneraa taped ! treated. TUDS O.C. 2x STUDS a 16" O.G. 5/8" 'TYPE -X' GYP. BD. 5/8" GYP. 50. 1 LAYER - 5/8" 5/8" 'TYPE -X' GYP. BD. 'TYPE - X' GYP. 5D. /2 "PLYWD. OR 'OSB' 2x STUDS mmom STUDS 2x STUDS a 16 O.G. 2x STUDS ^ Is a 16" O.G. E IN ^ ^ a 16" O.C. A B C D el) TYP_ WALL TYPE BETWEEN TENANT (1) EXTERIOR WALL TYPE NON -LOA- SEARING INT. WALLS l 9 iv NOTES: 1) USE 5/8" GREEN BD, IN ALL PLUMBING WET LOCATIONS - TYP. THROUGHOUT THE BUILDING AND ALL WALL TYPES. 2) REFER TO STRUCT. DU135. FOR 2x DIMS. a ALL WALL LOCATIONS 225 9030 i0 7 I 6i_6 ni II'_3ni 12�_9m • � �1 �, .� III• 1.1 . a; ❑ 1 ° III - t© � `°' ■ �` VIII III• �!� ° .�`�il - � f- - - °. o --� - - -® �,; _ I u -- �� I'J�I o �� �II� III• �� MINE OBI IN A WALL REM •II II• '� ill ° � C� Q__ III .. - •. � _ ,- L _..— p ❑ 0 ❑ � �2tx _ - CORNERS SHIT-ROC _ O - a J ►oo iii Q u '•^ ... 5/8" 'TTPE -X' GYP. BP. (s 'TTPE -X' GYP. BD. EXT. FINISH (1) TYP. WALL BEHIND RANGE /OVEN 518 TYP -X GYP. BD. 5/8" GYP. BD. F3G FI ^ „v4 . R F �J I LAYER - 5/8" x I RESILIENT FURRING 3A FILE NO. WP 3230 CAA FILE NO. WP 3230 ILIENT FURRING ZZ VAPOR BARRIER FOR SECTIONS AND DETAILS) RESILIENT FURRING GA FILE NO. Wj- 3605 IBC TABLE '120.10) "1 -'I.1 DETAIL TAG 'TYPE - X' GYP. BD. NEL a 24 O.C. {u CHANNEL a 24" O.C. CHANNEL a 24 O.O. } 'T 5ATT N'.- wLATION Two layers of 1/2” gyp. bd. adhesively Draft stop materials shall not be less than T INSULATION p Refer to previous wall types for attach. Refer to previous wall types for attach, BATT INSULATION 1/2" gyp. bd., 3/6" plVwd., 3/8" part. bd. a rt ar., es s.;a sa. si rr scums z4' cc. ? Lk 5R5 - 5.' requirements, corner edges of ea, layer staggered. BATT INSULATION w/ 60 sated nave 1 -'./8' l rq. 083" sharK MAGNETIC HOLD OPENS GATT INSULATION gyp. bd. layer below outer layer secured Openings to have selF- closing, self - latching BATT INSULATION '7-rPE - X' vY 5D GATT INSULATION doors. X V , 114i �;�.:r~Ile;:t a rt angt,5 to sa efrJ�^ ail. wire ties a 15" oc: wI Ud coatecl rails, 2 -9,'8" !one, ;r..nG?," :ihar�k. . Exposed corneraa taped ! treated. TUDS O.C. 2x STUDS a 16" O.G. 5/8" 'TYPE -X' GYP. BD. 5/8" GYP. 50. 1 LAYER - 5/8" 5/8" 'TYPE -X' GYP. BD. 'TYPE - X' GYP. 5D. /2 "PLYWD. OR 'OSB' 2x STUDS STUDS 2x STUDS a 16 O.G. 2x STUDS ^ Is a 16" O.G. ^ a 16" O.G. ^ ^ a 16" O.C. A B C D el) TYP_ WALL TYPE BETWEEN TENANT (1) EXTERIOR WALL TYPE NON -LOA- SEARING INT. WALLS (U D LOAD FIRE BARRIER AND LOAD BEARING WALLS ROOMS AND TENANT /CORRIDOR WALLS. IBC TABLE 720.I(2) NO RATING W- QUIRE= ( FSFEi¢ TO STRUCTURAL DRAWINGS) EXTENDS FROM GROUND FLOOR TO BTM, OF GA FILE NO. WP 3230 ITEM 0: 16 -1.1 (U ALL OTHER INTERIOR WALL IN THE 1 -HR LID a TOP FLOOR COMMON AREAS AND INT. TENANT CAA FILE NO. W P 3roO5 � ROOM SPACES Resilient Chan 24" o.c, attached a rt angles to RATED PER IBC 104.5 - Flre- resistance Ratings (2) WALLS EXTEND FROM THE FLOOR One Side of studs 16" O.C. w/ 6d coated nails, 2x wood studs a 16" oc. w/ dbi, to etas, single Y� to g TO THE BOTTOM OF THE FLOOR OR ROOF STRUCTURE ABOVE One layer 5/8" type x gyp. bd. applied 1 -1/8" Ion .086" shank, 1/4" heads. 1/2 "x 3" btm. plaiet int. side covered w/ 5/8" Type X gyp, d parallel or a rt. angles to ea, old* of gyp. bd. filler strips attach, to btm. plate a bd, applied hortz. unblocked, a Fastened w/ 2 -1/4" pp 1 One layer 5/8 gyp. bd. applied studs 16" O.c. w/ 6d coated nails, 1 -1/8" l Fr. In. w/ 6d Halls. One layer 5/8" type x gyp. Type 5 drywall screws, spaced 12" o.c., joints cov'd parallel or a rt. angles to ea. side of Ion 0915 shank, 114 heads, 1 Oz. 9' be applied parallel to channels w/ I" Type 5 w/ tape 4 compd, fastener heads cov'cl w/ compd studs 16" cc. w/ 6d coated nails, 1 -1/8" Joints staggered 16" oc. opp, sides. drywall erewe 6" o.c, a horiz. joints d 12" o.c. a long, .0915" shank, 1/4" heads, 1" o.c. tnterm. channels. Batt insulation stapled to studs Exterior Side: cov'd w/ 3/6" wd. struct. panel (055) Joints staggered 16" o.c, opp, sides. in stud space, applied vert., horiz. Joints blkd 4 Fastened w/ 6d Opposite Side: One layer 5/8" type X pp. bd. common nails - 12" 0.0. (field), s 6" O.C. (edges), applied a rt. angles to studs w/ 6d nai s 8" o.c. End Joints staggered 48" on Opp sides. u '•^ ... -1 LAYEER5- (s 'TTPE -X' GYP. BD. (1) TYP. WALL TYPE TENANT /CORRIDOR (1) TYP. WALL BEHIND RANGE /OVEN 518 TYP -X GYP. BD. O F3G FI ^ „v4 . R F WALLS. IN THE COMMERCIAL KITCHEN. x I 'T =5 - y' C% 23 3A FILE NO. WP 3230 CAA FILE NO. WP 3230 ILIENT FURRING ZZ ATTIC DRAFT STOP' FOR SECTIONS AND DETAILS) RESILIENT FURRING GA FILE NO. Wj- 3605 IBC TABLE '120.10) "1 -'I.1 DETAIL TAG IFEC: NEL a 24 O.C. {u FIRE EXTINGUISHER CABINET CHANNEL a 24 O.O. } 'T 5ATT N'.- wLATION Two layers of 1/2” gyp. bd. adhesively Draft stop materials shall not be less than T INSULATION p Refer to previous wall types for attach. Refer to previous wall types for attach, BATT INSULATION 1/2" gyp. bd., 3/6" plVwd., 3/8" part. bd. a rt ar., es s.;a sa. si rr scums z4' cc. ? Lk 5R5 - 5.' requirements, corner edges of ea, layer staggered. TUDS a 16" O.C. \ w/ 60 sated nave 1 -'./8' l rq. 083" sharK MAGNETIC HOLD OPENS MTL. STUDS gyp. bd. layer below outer layer secured Openings to have selF- closing, self - latching 1,14 �, C:tis, :41 o4. -=ac_- iajee 5/80 t,,5-,_ '7-rPE - X' vY 5D to column w/ doubled Z49-" (18 gage) doors. X V , 114i �;�.:r~Ile;:t a rt angt,5 to sa efrJ�^ ail. wire ties a 15" oc: wI Ud coatecl rails, 2 -9,'8" !one, ;r..nG?," :ihar�k. . Exposed corneraa taped ! treated. TUDS O.C. 2x STUDS a 16" O.G. Ire. OrI_ 1 X7:1 DRAFT STOP MATERIAL 1/2" GYP. BD. W/ 18 GAGE WIRE 15" O.C. TRUSS 1/2" GYP. 5D. lit STRUCT. STL. COLUMN (TUBE OR FLANGE) ,iDint9 3fe7c�c?5r�d 2�". °',c I6t{er � tide , 0 5 I ALL SHT -ROCK 'd � GORNER6 TO BE BULL -NOSED H �O B � II - - - -� A3, C C 6400 CORRIDOR 229 D A iq cp r A C a S C _ O m A B 125125 l 0 F E D 5 H B 2 in ON G m ® — 5 A 6\ 0 LIN D E H 1 w 125 ALL SHT -ROCK _ CORNERS TO 0 BE BULL -NOSE- d r1 v I 400 N D H E 6i_Oiii 0 0 "' Si_6ni H 1 Ong �9 I N m B N m v I 5'_10"' 0 F cx (s 100 (1) TYP. WALL TYPE TENANT /CORRIDOR (1) TYP. WALL BEHIND RANGE /OVEN (I) TYP. ONE -HOUR COLUMN WRAP O F3G FI ^ „v4 . R F WALLS. IN THE COMMERCIAL KITCHEN. x I rxx 3A FILE NO. WP 3230 CAA FILE NO. WP 3230 CAA FILE NO. CM 1100 ATTIC DRAFT STOP' FOR SECTIONS AND DETAILS) CAA FILE NO. WP 3(o05 GA FILE NO. Wj- 3605 IBC TABLE '120.10) "1 -'I.1 DETAIL TAG IFEC: FIRE EXTINGUISHER CABINET ONE -HR FIRE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP } FLR ONE -HR CEILING REQ'D BY V -A CONSTR Two layers of 1/2” gyp. bd. adhesively Draft stop materials shall not be less than Esess Icy 'S" type >e r„. yP, L ;wiled Refer to previous wall types for attach. Refer to previous wall types for attach, secured to column t successive layers 1/2" gyp. bd., 3/6" plVwd., 3/8" part. bd. a rt ar., es s.;a sa. si rr scums z4' cc. requirements. requirements, corner edges of ea, layer staggered. or approved adequately supported. w/ 60 sated nave 1 -'./8' l rq. 083" sharK MAGNETIC HOLD OPENS NOTE, ALL EXTERIOR OPENINGS IN THE BUILDING TO BE USED gyp. bd. layer below outer layer secured Openings to have selF- closing, self - latching 1,14 �, C:tis, :41 o4. -=ac_- iajee 5/80 t,,5-,_ to column w/ doubled Z49-" (18 gage) doors. X V , 114i �;�.:r~Ile;:t a rt angt,5 to sa efrJ�^ ail. wire ties a 15" oc: wI Ud coatecl rails, 2 -9,'8" !one, ;r..nG?," :ihar�k. Exposed corneraa taped ! treated. ,iDint9 3fe7c�c?5r�d 2�". °',c I6t{er � tide , 0 5 I ALL SHT -ROCK 'd � GORNER6 TO BE BULL -NOSED H �O B � II - - - -� A3, C C 6400 CORRIDOR 229 D A iq cp r A C a S C _ O m A B 125125 l 0 F E D 5 H B 2 in ON G m ® — 5 A 6\ 0 LIN D E H 1 w 125 ALL SHT -ROCK _ CORNERS TO 0 BE BULL -NOSE- d r1 v I 400 N D H E 6i_Oiii 0 0 "' Si_6ni H 1 Ong �9 I N m B N m v I 5'_10"' 0 XXXXX 100 ROOM NAME AND NUMBER (SEE ROOM FINISH SCHEDULE) (s 100 DOOR NUMBER (SEE DOOR SCHEDULE) O WINDOW NUMBER v O x I rxx FOR EXTERIOR A5.1 FOR INTERIOR) x I� LEGEND XXXXX 100 ROOM NAME AND NUMBER (SEE ROOM FINISH SCHEDULE) 100 DOOR NUMBER (SEE DOOR SCHEDULE) O WINDOW NUMBER (SEE WINDOW SCHEDULE) x ELEVATION TAG (SEE ".1 rxx FOR EXTERIOR A5.1 FOR INTERIOR) x BUILDING SECTION TAG (SEE A32 nxx FOR SECTIONS AND DETAILS) x ENLARGED FLOOR PLAN TAG / nxx DETAIL TAG IFEC: FIRE EXTINGUISHER CABINET ONE -HR FIRE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP - FLR ONE -HR CEILING REQ'D BY V -A CONSTR M M M M M M M SMOKE PARTITION ATTIC DRAFT STOP �E (NOT REQUIRED IN FULLY SPRINKLED BLDG.) X X WALL TYPE (SEE WALL TYPES) M-I MAGNETIC HOLD OPENS NOTE, ALL EXTERIOR OPENINGS IN THE BUILDING TO BE USED FOR VENTILATION, EXHAUST, OR OPERABLE WINDOWS SHALL BE PROTECTED WITH 16G MESH SCREENS PARTIAL SECOND 0 SCALE: 1 /811 = I I -011 L 6 7 w U VYW O c� Z D rr- 0 W c� w0 M O (Q O LO W M O � LO ¢a� REVISIONS: 400 08EM A TEC'I' p0l1� U)JA P ` - 84A W EXP 30 SEPT. 2004 PROJECT TITLE: 0 H rTl r O FLOOR PLAN A r�+ 1004-24 ;6 O KrzY PLAN I110V)<C N SHEET TITLE: PARTIAL SECOND FLOOR PLAN DRAWNHY SHEET• 'a ace r PROJECT #: 77 A2.2A DATE: issaeoq -��' NOTES: 1) USE 5/8" GREEN BD. IN ALL PLUMBING WET LOCATIONS - TYP. THROUGHOUT THE BUILDING AND ALL WALL TYPES. 2) REFER TO STRUCT. DWGB. FOR 2x DIMS. a ALL WALL LOCATIONS 518" 'TYPE -X' GYP. 5D. EXT. FINISH RESILIENT FURRING VAPOR BARRIER 5/8" GYP. BD. CHANNEL a 24" O.C. BATT INSULATION BATT INSULATION BATT INSULATION 5/8" 'TYPE -X' GYP. BD. 5/8" GYP. BD. 5/8" 'TYPE -X' GYP. Bp. 1/2 "PLYWD. OR 'OSB' 2x 6TUD5 2x STUDS 2x STUDS ^ a 16" O.G. R", e 16" O.G. B ^ a 16" A (1) TYP. WALL TYPE BETWEEN TENANT (U EXTERIOR WALL TYPE NON -LOAD REARM MT. WALLS ROOMS AND TENANT /CORRIDOR NO RATING REQUIRED WALLS, IBC TABLE 720.1(2) (REFER TO STRUCTURAL DRAWINGS) GA FILE NO. UJP 3230 ITEM 16 -LI (i) ALL OTHER INTERIOR WALL IN COMMON AREAS AND INT. TENANT ROOM SPACES Resilient Chan 24" oz. attached a rt angles to RATED PER IBC '1049 - Fire - resistance Ratings (2) WALLS EXTEND FROM THE FLOOR One Side of studs 16" o.c. w/ 6d coated nails, „ TO THE BOTTOM OF THE FLOOR OR 2x wood studs a 16 oz. w/ dbl. top plates, single ROOF STRUCTURE ABOVE 1 -1/8" long -086" shank, 1/4" heads. 1/2 "x 3" btm. plate* Int. side covered w/ 5/8" Type X gyp. gyp. bd. Filler strips attach. to btm. plate a bd, applied horiz. unblocked, 4 fastened w/ 2 -1/4" One layer 5/8" gyp. bd. applied fir. In, w/ 66 nails. One layer 5/8" type X gyp. Type 5 drywall screws, spaced 12" oz., joints cov'd parallel or a rt. angles to ea. side of bd. applied parallel to channels w/ P Typa 5 w/ tape 4 compd, fastener heads cov'd w/ compd studs 16" o.c. w/ 6d coated nails, 1 -1/8" drywall crews 6" oz. a horiz. joints 4 12" oz. a Ion .0915" shank, 1/4" heads, 1" o.c. Interm. channels. Batt Insulation stapled to studs Exterior Side: cov'd w/ 3/8" wd. struct. panel (055) Joints staggered 16" o.c, opp, sides, in stud space. applied wort., horiz. Joints blkal 4 Fastened w/ 6d Opposite Side: One layer 5/8" type X pp. bd. common nails - 12" oz. Cfteld), 4 6" oz. ledges). applied a rt. angles to studs w/ 6d nalla 8" O.C. End joints staggered 46" on opp sides. �� r " : •" I i 5/8" 'TYPE -X' GYP. BD. I LAYER - 5/8" �- L ;'*'Era • SrE' TYPE - X' GYP. BP. i 4R��F X Ca CHANNEL a 2'OG. 3 BATT INSULATION 11� j-T1547T NSULA�I''N I I 5ATT INSULATION I LAYER - 5/8" i I it L -rESZe - 5 ;', 2x STUDS* 16" O.C. 'TYPE - X' GYP. BD. Hr f I I 'T' Pc < : G. 2x STUDS 2x STUDS �'; =• +; . > >:; 37'Jp::/1 a 16" O.C. O.G. D F A3.2 (1) ONE -HOUR FIRE BARRIER 7L;G - +dO @ FfRE AND LOAD BEARING WALLS EXTENP5 PRol"1 1- ; PFL,'%: R Ti? : (1) TYP. WALL TYPE TENANT /CORRIDOR EXTENDS FROM GROUND FLOOR TO BTM. OF = cJV ` 15,EC F WALLS. THE 1 -HR LID a TOP FLOOR k GA FILE NO. UJP 3230 GA FILE NO. WE 39>05 G-A R!_��flC –,,!�� ^ ?3F' CAA FILE NO. XT 3605 One layer 5/8" type X gyp. bd. applied Ririe Iayei`Fe` type x cy a. bd. appuee Refer to previous wall types For attach, parallel or a rt, angles to ea. side of ry' rt. ar, s co ea aIda or sk„ds 24" oc. requirements. atuda 16" o.c. W/ bd coated Malls, 1 -1/8" rad .nate4, _1`11 1-1/5' ;One .0E:5'' shank long, .0915" shank, 1/4" heads, 1" o.c. '' h ade. 24" - F,acca 16yer 5'S ty _ Joints staggered 16" oz. opp. sides. O. ,Males to ea. zz cne Td J r��r.9CP,G1 rlo�'iE 2 -;3 /C iC'nC,,.. 100" aheI k ii I�ImBde. 5" o.r. a lb" oc DRAFT STOP MATERIAL 1/2" GYP. BD, W/ TRU55 18 GAGE WIRE 15" O.C. 1/2" GYP. 50. STRUCT. STL. COLUMN (TUBE OR FLANGE) G A3.2 (1) TYP. WALL BEHIND RANGE /OVEN (1) TYP. ONE -HOUR COLUMN WRAP IN THE COMMERCIAL KITCHEN. GA FILE NO. UJP 3230 GA FILE NO. CM 1100 ATTIC DRAFT STOP CAA FILE NO. Wf= 3605 IBC TABLE 120.1(1)'1 -1.1 Two layers of 1/2" gyp. bd. adhesively Draft stop materials shall not be less than Refer to previous wall types for attach. secured to column 4 successive layers 1/2" gyp. bd., 3/8" plywd., 3/8" part, bd. requirements. corner edges of ea, layer staggered. or approved adequately supported. gyp. bd. layer below outor layer secured Openings to have seiF- closing, self - latching to column w/ doubled .049" (IS gaga) doors. stl, wire ties a 15" o.e. Exposed corners taped 4 treated. '"-- IBE BULL -NOSE O 22 4 O 12 g z H /.1_0 „1, E F ® B Q1.6111 ❑ - 1,_.111. a21 H STAIR A in m V 0 221 0 � A 4,_3 „1 O G H MH O ill UP DN 51 220 A,C Ap A , � o t' D 20 I A5.1 0 \ \ \ \ r 0 \ 201 OPEN TOp 0 I �— — — — DINING \ AGRTOOI'I , BELOW 2(-1 5 / / \ 2078 B ALL 5HT -ROCK 19 iA CORNERS TO BULL -NOSED 9 ROOF -TOP MECHANICAL r- / ❑ 20TC It r w = a - — — — — I 7 <7 O \ 7 / \ \ \ \ = 111.3111 41_6„1 4, B \ gRE \ A 0 / / \A 2472 T 0 MECHANICAL 203 A5.1 r II c0 LL = OPEN TO \ LOBBY \ BELOW \ of 121_60 11_81u ll.p�n 203A / 201 x s \ a a ❑ 2 N i0 42 1 g 9 DN — 0 OPEN TO DINING D / B BELOW 20 \ 0 / 10' 5111 1 ” �O 05 FI EG Q D DD 204 ALL SHT -ROCK T TOILE g B _ TO BE 5ULRL5N05ED D S \ 205 A5.1 r Al ® \ 82674 4 _ 0 I I 206 5' A3.2 TOILET\ A3.2 \ III xQ 2(A6 — 4 Sf l A,D A,D UP DN C Z _ _ ° of 81_L1,1 5111 251 O 251 250 310* D fJ 251 A 362* C F C O c O E 488 A * Q c D F CORRIDOR 5 250 A 231.011, 10,_6u, 241_1 ® U 6 = G g z 0 5._6,11 A 5'-6 "' 5' -311' 5' -6'® = z G ALL SHT -ROCK CORNERS TO 5' -3 111 6 I z z 5 O ID" A BE BULL -NOSED O 5 O11 5 O q MH y 0 ALL SHT -ROCK C to 252A C CORNERS TO PUZZLE 11252 D A BE BULL -NOSED p 253 12 -6 p 2 A 9 1'-0”' LAUNDRY F D A 252 253 v 0 G B Q A C u! LU v 460 M g 0 CID 0 B C FZZ MH A 550* C D = a 262 274 G 489* 8 G 630* 9 ROOhCAL 253 81.6n, C 212 ELEv © C © ® 505 255 J ITOR - LOBBY 1 218 F E 254 254 0 M �, E 5'-9" A ELEG — G F C) Q F G 255 3 D v r Q 506 MH C F F - A SITTING a = A5. I J 2 STAIR All, MH PBa GORRIDOR 256 m-N,'. { 251 257A r q r CORR70 FEC h A3.2 D UP A .— A Q F C 7 F F A F F O A Q F C B A 11171 B E E ® Q A C G O C J © ® Q ® ® E 210 260 261 ALL SHT -ROCK 211 r B CORNERS TO C B 62131 0* 6306 520* m E G G C B 630 540* 215 213 _ 488* 488* C E C * m D — C CE C n ® D A A D G ALL SHT -ROCK s1 z B CORNERS TO _ CID 5€ BULL -NOSED C 5 51 1 B '1151 ALL K CORNERS TO 151 O 81_8111 2 2 51_1,1 51_0111 5 ,_6V11' 1 B' _ � V e 8-10, 6, 5, Y 5 BE BULL -NOSED 51_6,11 8' -10" I 13'. pl, 41_�III 61_511, .J .•11 II,_R,11 111_111, /Jd_31„ 11,_3111 121_plll 121_9111 111_¢111 I,_alll /JV_6111 I I_gpl 1.1,_9111 61_ x„1 21_/ ,11 I 1_�III I -1.11.61,1 I K 211_/ -1,1 G,_ /_1,1 J 441.8111 V I 251_/_,11 K/ K/ LI V IIVV iG IV 4�J KJ 259' -211' GJ �J 2 A3.1 C p A3.2 a, 0 �9 8 on , v LEGEND XXXXX 100 ROOM NAME AND NUMBER (SEE ROOM FINISH SCHEDULE) 5/8" 'TYPE -X' GYP. BD. RESILIENT FURRING 100 DOOR NUMBER 10'_4 ` (SEE DOOR SCHEDULE) CHANNEL a 24" O.C. 0 (SEE WINDOW SCHEDULE) BATT INSULATION ELEVATION TAG (SEE A3.1 atx FOR EXTERIOR A5.1 FOR INTERIOR) MTL. STUDS gUILDING SECTION TAG (SEE A32 nxx FOR SECTIONS AND DETAILS) x 2x STUDS a lb" oc DRAFT STOP MATERIAL 1/2" GYP. BD, W/ TRU55 18 GAGE WIRE 15" O.C. 1/2" GYP. 50. STRUCT. STL. COLUMN (TUBE OR FLANGE) G A3.2 (1) TYP. WALL BEHIND RANGE /OVEN (1) TYP. ONE -HOUR COLUMN WRAP IN THE COMMERCIAL KITCHEN. GA FILE NO. UJP 3230 GA FILE NO. CM 1100 ATTIC DRAFT STOP CAA FILE NO. Wf= 3605 IBC TABLE 120.1(1)'1 -1.1 Two layers of 1/2" gyp. bd. adhesively Draft stop materials shall not be less than Refer to previous wall types for attach. secured to column 4 successive layers 1/2" gyp. bd., 3/8" plywd., 3/8" part, bd. requirements. corner edges of ea, layer staggered. or approved adequately supported. gyp. bd. layer below outor layer secured Openings to have seiF- closing, self - latching to column w/ doubled .049" (IS gaga) doors. stl, wire ties a 15" o.e. Exposed corners taped 4 treated. '"-- IBE BULL -NOSE O 22 4 O 12 g z H /.1_0 „1, E F ® B Q1.6111 ❑ - 1,_.111. a21 H STAIR A in m V 0 221 0 � A 4,_3 „1 O G H MH O ill UP DN 51 220 A,C Ap A , � o t' D 20 I A5.1 0 \ \ \ \ r 0 \ 201 OPEN TOp 0 I �— — — — DINING \ AGRTOOI'I , BELOW 2(-1 5 / / \ 2078 B ALL 5HT -ROCK 19 iA CORNERS TO BULL -NOSED 9 ROOF -TOP MECHANICAL r- / ❑ 20TC It r w = a - — — — — I 7 <7 O \ 7 / \ \ \ \ = 111.3111 41_6„1 4, B \ gRE \ A 0 / / \A 2472 T 0 MECHANICAL 203 A5.1 r II c0 LL = OPEN TO \ LOBBY \ BELOW \ of 121_60 11_81u ll.p�n 203A / 201 x s \ a a ❑ 2 N i0 42 1 g 9 DN — 0 OPEN TO DINING D / B BELOW 20 \ 0 / 10' 5111 1 ” �O 05 FI EG Q D DD 204 ALL SHT -ROCK T TOILE g B _ TO BE 5ULRL5N05ED D S \ 205 A5.1 r Al ® \ 82674 4 _ 0 I I 206 5' A3.2 TOILET\ A3.2 \ III xQ 2(A6 — 4 Sf l A,D A,D UP DN C Z _ _ ° of 81_L1,1 5111 251 O 251 250 310* D fJ 251 A 362* C F C O c O E 488 A * Q c D F CORRIDOR 5 250 A 231.011, 10,_6u, 241_1 ® U 6 = G g z 0 5._6,11 A 5'-6 "' 5' -311' 5' -6'® = z G ALL SHT -ROCK CORNERS TO 5' -3 111 6 I z z 5 O ID" A BE BULL -NOSED O 5 O11 5 O q MH y 0 ALL SHT -ROCK C to 252A C CORNERS TO PUZZLE 11252 D A BE BULL -NOSED p 253 12 -6 p 2 A 9 1'-0”' LAUNDRY F D A 252 253 v 0 G B Q A C u! LU v 460 M g 0 CID 0 B C FZZ MH A 550* C D = a 262 274 G 489* 8 G 630* 9 ROOhCAL 253 81.6n, C 212 ELEv © C © ® 505 255 J ITOR - LOBBY 1 218 F E 254 254 0 M �, E 5'-9" A ELEG — G F C) Q F G 255 3 D v r Q 506 MH C F F - A SITTING a = A5. I J 2 STAIR All, MH PBa GORRIDOR 256 m-N,'. { 251 257A r q r CORR70 FEC h A3.2 D UP A .— A Q F C 7 F F A F F O A Q F C B A 11171 B E E ® Q A C G O C J © ® Q ® ® E 210 260 261 ALL SHT -ROCK 211 r B CORNERS TO C B 62131 0* 6306 520* m E G G C B 630 540* 215 213 _ 488* 488* C E C * m D — C CE C n ® D A A D G ALL SHT -ROCK s1 z B CORNERS TO _ CID 5€ BULL -NOSED C 5 51 1 B '1151 ALL K CORNERS TO 151 O 81_8111 2 2 51_1,1 51_0111 5 ,_6V11' 1 B' _ � V e 8-10, 6, 5, Y 5 BE BULL -NOSED 51_6,11 8' -10" I 13'. pl, 41_�III 61_511, .J .•11 II,_R,11 111_111, /Jd_31„ 11,_3111 121_plll 121_9111 111_¢111 I,_alll /JV_6111 I I_gpl 1.1,_9111 61_ x„1 21_/ ,11 I 1_�III I -1.11.61,1 I K 211_/ -1,1 G,_ /_1,1 J 441.8111 V I 251_/_,11 K/ K/ LI V IIVV iG IV 4�J KJ 259' -211' GJ �J 2 A3.1 C p A3.2 a, 0 �9 8 on , v LEGEND XXXXX 100 ROOM NAME AND NUMBER (SEE ROOM FINISH SCHEDULE) 24'_6` 100 DOOR NUMBER 10'_4 ` (SEE DOOR SCHEDULE) O WINDOW NUMBER (SEE WINDOW SCHEDULE) x ELEVATION TAG (SEE A3.1 atx FOR EXTERIOR A5.1 FOR INTERIOR) x gUILDING SECTION TAG (SEE A32 nxx FOR SECTIONS AND DETAILS) x ENLARGED FLOOR PLAN TAG / axx DETAIL TAG FEC O FIRE EXTINGUISHER CABINET ONE -HR FIRE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP FLR ONE -HR CEILING REC20 BY V -A CONSTR M M O M M M M SMOKE PARTITION ATTIC DRAFT STOP (NOT REQUIRED IN FULLY SPRINKLED BLDG.) X X WALL TYPE (SEE WALL TYPES) MN MAGNETIC HOLD OPENS NOTE, ALL EXTERIOR OPENINGS IN THE BUILDING TO BE USED FOR VENTILATION, EXHAUST, OR OPERABLE WINDOWS SHALL BE PROTECTED WITH IOG MESH SCREENS PARTIAL SECOND SCALE: 1/8" = P-011 QOM V V) 00 Q V U q N rnon 114.1 V1 O � cf.) © ._.i uu W . ,CEO_ Z ni rC FLOOP, PLAN ' , REVISIONS: O W CM 0 �0 M to O�9 0 &0 2 U) M co U) O In Ln Q a.: U_ F A F F D 269 D C 550* D ® D ® C I G E D B Aull 'Q C= © E G A IA G G B B z IL B � 51_6„ 11_/_11, Y/ 1V A4.2 141_8111 p 14,_GIII 81_011, LI_/111, 41_/7,11 111_11,1 111_111 U 281_6111 �J .J �J G 331_6"IK/ J 8 � Ln T r ) ' A k Q 6,11 0 31014 -24- 6 0 KEY PLAN N SHEET TITLE: PARTIAL SECOND FLOOR 0" PLAN DRAWNBY SST: s aca r PROJECT #: a 2.28 P377 L DATE: ISSM104 24'_6` 10'_4 ` 5 111_8111 i1' 51_811, � ff 3.2 -10 z 4WN � 5� z z Zn ALL SHT -ROCK CORNERS TO 4' -011' 5€ BULL -NOSED 1_6u _ -- -7 EXP 30 SEPT. 2004 A B 3 A D A PROJECT TITLE: EXIT/ G STAIR C C , A LL 5HT -ROCK ill = 266 r © COMERS TO Q C 55011' G G G G BE BULL -NOSED 264 D E _ © MH _ C d jQ F Q G — J F ELEC 2¢I D 268 550* 25'_5"' i A A e0 c - A � A5 .I ----- - -- ---- I N F [A F A F F D 269 D C 550* D ® D ® C I G E D B Aull 'Q C= © E G A IA G G B B z IL B � 51_6„ 11_/_11, Y/ 1V A4.2 141_8111 p 14,_GIII 81_011, LI_/111, 41_/7,11 111_11,1 111_111 U 281_6111 �J .J �J G 331_6"IK/ J 8 � Ln T r ) ' A k Q 6,11 0 31014 -24- 6 0 KEY PLAN N SHEET TITLE: PARTIAL SECOND FLOOR 0" PLAN DRAWNBY SST: s aca r PROJECT #: a 2.28 P377 L DATE: ISSM104 i A L N Q O 1L <Y 4 Ik u.l u_ RU DOOR SCHEDULE Q O ui 0 I .. 6 -BUTTS QQE 2 -PANIC CRASH -BAR A 31- 0 "x6' -8" AI 5C PF - - 12 5 31- 0 "x6' -8" A HC W5 - - 14 - C -PANIC CRASH -BAR A HC LUS - - 14 - D 2'- 6 "x6' -8" A HC WS - 2- CLOSERS j12 13 - E 31- 0 "X6' -8" A SC W5 - - 4 - F 3'- 0 "x6' -S" Al 5C WS 120 3 -BUTTS 12 9 G 4'- 0"x6' -8" A HC WS - - 14 8 H 31- 0 "x6' -8" 5 SC WE TI - 7 J PR 2' -4 "x6'-8" A SG WS - - 14 ,$- 3 -BUTTS I -RAIN DRIP 1 -PANIC CRASH -BAR I -SEAL 1- CLOSER 6" MIN. CURB 320A 3'- 0"x5' -0" A SC WE - 160 3 3205 3' -0 "x6'-8" D SC WE CW 20 9 321 3' -0 "x6'-8" D 5G WE CW 20 9 324 3' -0 "x6'-8" A SC WE 20 3 325 3' -0 "x6'-8" D 5C WE CW 20 6 2,3 326 PR 2'- 0"x6' -8" A SC WE - 120 3 10 327 PR 3'- 0 "x7' -4" D 5G WE CW 120 8 328 31- 0 "x6' -8" A 5C WE 20 3 329 31- 0 "x6' -8" A SC WE 20 3 331 31- 0 "x6' -8" D SC WE C;Wj 20 9 350A 3' -0 "x6'-8" A 5C WE - 20 3 . -r- ..- 3505 31- 0 "x6' -8" D 5C WE CW 20 9 ■ 350C 3'- 0"x5' -0" A 5C WE - 60 3 351 3'- 0 "x6' -8" D SC WE GW 20 9 352 31- 0 "x6' -8" D 5C WE CW 20 6 3,4 353 31- 0 "x6' -8" D SC WE CW 20 6 2,3 354 31- 0"x6' -8" A SC WE - 20 4 3,4,1 355 3' -0 "x6'-8" A 5CILUEJ 120 3 357 31- 0 1'x6' -8" A 5C WE 1 1201 3 358A PR 3'- 0"x7' -4" D SC WE CW 20 6 3585 PR 2'- 0 "x6' -8" A SC WE - 20 3 10 359 31- 0 "x6' -8" D 5C WE CW 20 9 360 PR 2'- 0"x6' -8" A SC WE - 20 3 10 361 3' -0 "x6'-8" D SC 1 WE CW 20 9 U USE 5/8" GREEN MD. IN ALL PLUMBING WET LOCATIONS - TYP. THROUGHOUT THE BUILDING AND ALL WALL TYPES. 2) REFER TO STRUCT. DWGS. FOR 2x DIMS, a ALL WALL LOCATIONS WALL TYPES., R"F518" 'TYPE -X' GYP. BD, RESILIENT FURRING CHANNEL a 24" O.C. MATT INSULATION 5/8" 'TYPE -X GYP. BD. 2x STUDS alf 16" O.C. NOTES: 1. PUSH BUTTON ENTRY OPERATION PER ADA. 2, MA5NETIC HOLD OPENS AND CLOSERS 3, SMOKE SEALS 4. CLOSERS 5. LOUVER 6. 6" CURB 7. TIMED ALARM 4 /Or KEYPAD DELAY ENTRY 6. 51 -FOLD DOORS 9. 'F1' = 60 MIN, DOOR 10, TWO SETS OF HARDWARE II. 10" KICK PLATE (PUSH SIDE) 12 32 "x36" WHITE PLASTIC KICK PLATE (PU5H SIDE) e N I. Door types 6" 6" all 6" ro s � t a r I IL n X 4 A B C 6" 6" S GLA55 GLA55 m a F m p £ 2. Construction 4. Glass 5C - Solld Core TP - Tempered Plate HM - Hollow Metal CW - Clear Wlre AL - Aluminum E Glass TI- Tempered Insulated HC - Hallow Core Wd 3. Materlal/Finish 5. Number refers to hardwares WE - Wood Enamel group or hardware schedule ME - Metal Enamel WS - Wood Sta In PF - Mal Pre - Finished HARDWARE SCHEDULE 2ESCRIPTION Y=- OUP DESCRIPTION GROUP• I 6-BUTTS $ 6 -BUTTS 2 -PANIC CRASH -BARS 2 -PANIC CRASH -BAR I- CYLINDER 2 -MA4 HOLD OPENS 2- CLOSERS 2- CLOSERS I- THRESHOLD I -SEAL 1 -SEAL I- ASTRAGAL 2 -KICK PLATE - 10" (BTM, BOTH SIDE) 2 -DOOR BOTTOMS 9 3 -51LITTS I -EXIT ALARM -PANIC CRASH -BAR I- CLOSER 2 6 -BUTTS I -MAC HOLD OPEN 2 -PANIC CRASH -BARS I -SEAL I- CYLINDER 2- CLOSERS j12 3 -BUTTS I -SEAL I -PANIC CRASH -BAR 2 -KICK PLATE - 10" (BTM, BOTH SIDE) i- CYLINDER 2 -DOOR BOTTOMS I- CLOSER I -EXIT ALARM I- THRESHOLD I -DOOR BOTTOM 3 3 -BUTTS I -RAIN DRIP 1- LOCKSET LEVER - STORAGE 1 -5EAL 1- CLOSER 2 -KICK PLATE - 10" (BTM, BOTH SIDE) 1 -STOP I -EXIT ALAFT'1 I -SEAL I- TRANSFORMER 4 3 -BUTTS 11 3 -BUTTS I- PRIVACY LEVER I- LOCKSET LEVER - STORAGE I -STOP I- CLOSER 3- $ILENCERS I- THRESHOLD I -DOOR BOTTOM ,$- 3 -BUTTS I -RAIN DRIP 1 -PANIC CRASH -BAR I -SEAL 1- CLOSER 6" MIN. CURB 1 -KICK PLATE - 10" (BTM, PUSH SIDE) 1 -SEAL 12 2- SPRING HINGES 3- SILENCER5 1 -15UTT I -MAG HOLD OPEN I- LOCK5ET LEVER W/ DEAD -BOLT I- KNOCKER W/ VIEWER 3 -BUTTS I -KICK PLATE - 10" IBTM, PUSH SIDE) I- PASSAGE LEVER 1 -STOP 3- 5I1-ENCERS 1 -SEAL j 3 -BUTTS j3 2 -BUTTS 1- LOCKSET LEVER - CLASSROOM I- PASSAGE LEVER 1- CLO$ER -STOP I- THRESHOLD 3- SILENCERS 1 -DOOR BOTTOM I -RAIN DRIP 14 1 -SET SLIDING TRACK I -SEAL 2 -ADA APPROVED KNOBS I -DOOR STOP 1 -1-OCK PROTECT EXT. FINISH VAPOR BARRIER MATT INSULATION 5/6" 'TYPE -X' GYP. BD, 1/2 "PLYWD. OR '065' 2x STUDS a 16" O.C. A B lU TYP. WALL TYPE BETWEEN TENANT (i) EXTERIOR WALL TYPE ROOMS AND TENANT /CORRIDOR WALLS, IBC TABLE 720.il GA FILE NO. WP 3230 ITEM 0 16 -1.1 Resilient Chan 24" oz. attached a rt angles to RATED PER IBC 1049 - Fire - resistance Rattnae One Side of studs 16" o.c. w/ 6d coated nails, 2x wood studs IF 16" oz. w/ all top plates, single 1 -1/8" long, ,086" shank, 1/4" heads. 1/2 "x 3" btm. platat lnt. side covered w/ 5/8" Type X gyp. gyp. DO, filler strips attach. to btm. plate A DO, applied horiz. unblocked, 4 fastened w/ 2 -1/4" fir, In. w/ Sol nails. One layer 5/8" type X gyp. Type 5 drywall screws, spaced 12" oz, Joints cov'd bd. applied parallel to channels w/ I" Typs 5 W/ tape 4 compd, fastener heads cov'd w/ compd drywall sral 6" oz. a horiz. Joints 4 12" oz. a interm. channels. Batt insulation stapled to studs Exterior Side: cov'd w/ 3/8" wd. struct. panel (065) In stud space, applied vart, horiz" Joints blkd 4 fastened w/ 6d Opposite Side: One layer 5/8" type X g�p. bd. common nails - 12" oz. (Field), 4 6" Oz. (edges). applied a rt. angles to studs w/ 6d nal s 8"' oz, End Joints staggered 48" on opp sides" 5/8" 'TYPE -X' GYP. MD. I1 T'*�E - X C#YP- 3D RESILIENT FURRING ZZZ CHANNEL a 24" O.C. 15,47T BATT INSULATION Q 2 L AYER5 ° 'd /" 2x STUDS a 16" O.C. I:� �� Gp, 2x STUDS 16" O.C. 0C d�i Q J 4 J a —�• r — •�— . -r- ..- ❑� ■ ■ ■ ■ ■ ■D ■ ■D ■ ■ ■ ■D ■■ ■CIS ® � III ❑� ■ ■ ■ ■ ■ ■� ■ ■ © ■ ■ ■ ■❑ ■ ■ ■�W PA ■ i i I i' • • r i fill r • ' ' NOTE: I. GYP, BD. MECHANICAL SOFFIT AT V -0" APP. 2. 8' -0" CEILING HT. - 2nd FLOOR 3. CARPET PAD ON STAIRS 4. HANDRAIL - BOTH SIDES 5. CHAIR -RAIL AROUND ROOM - (PAINT BELOW 4 WALL PAPER ABOVE) b. WALL PAPER BORDER 5/8" GYP. BD. GATT INSULATION 50" GYP. BD, 2x STUDS e 16 " O.G. C NON -LOAD BEARING INT. WALLS NO RATING REQUIRED !REFER TO STRUCTURAL DRAWINGS) (1) ALL OTHER INTERIOR WALL IN COMMON AREAS AND INT, TENANT ROOM SPACES I LAYER - 5/8" 'TYPE - X' GYP. BD. BATT INSULATION I LAYER - 5/6" 'TYPE - X' GYP, BD. 2x STUDS 1, a 1(0" O.C. C) (1) ONE -HOUR FIRE BARRIER AND LOAD BEARING WALLS EXTENDS FROM GROUND FLOOR TO BTM. OF THE 1 -HR LID a TOP FLOOR GA FILE NO. UJP 3605, TO THE BOTTOM OF THE FLOOR OR One layer 5/8" typa X gyp. bd. applied ROOF STRUCTURE ABOVE parallel or a rt. angles to eal side of One layer 5/8" gyp. loci. applied studs 16" oz. w/ 6d coated nails, 1 -118" parallel or a rt. angles to ea. side of long, .0915" shank, 1/4" heads, 1" oz. studs 16" oz. w/ 6d coated nails, 1 -1/8" Joints staggered 16" oz, opp. sides. long, .0015" shank. 1/4" heads, 1" oz. Joints staggarad 16" Oz. opp. sides. 5/8" 'TYPE -X' GYP, MD. RESILIENT FURRING CHANNEL a 24" O.C. MATT INSULATION MTL. STUDS 2x STUDS a 16" O.C. V TAW!)- 'H<;JUR FIRS +il 6 Ci -E;tD ==c ✓M >T ��'„ L,, „LCC,R, TO ,��,,. (1) TYP" WALL TYPE TENANT /CORRIDOR (U TYP. WALL BEHIND RANGE /OVEN c,n,ll;5l���C^ F WALLS. IN THE COMMERCIAL KITCHEN. 6r 41 F' 1 w: . _LjlF 31 a Case la4wr`R'S" °SPe X eso 'c,�. ap�n:i c rt. an ,es, t0 19' a. $10e; OF atudr, 2 -A" PC. W/ Dated nails, 1- /E' ;o a, .0 55" shank, 1,4 "r- acis 24" c,c Face layer s /%9" type ,`y J .., C�a applied a "L linsv lea tc ea sloe W, "G°t C.C2c't,_o rwa 5, I" heads, 8" 0.c- J:3irrts star +eered 24" ea lace~ It s,de G4 FILE NO. WP 3230 GA FILE NO. WF 31005 Refer to previous wall types for attach. requirements. GA FILE NO. LUP 3230 CAA FILE NO. WFD 31005 Refer to previous wall types for attach requirements. 1/2" GYP" BD. W/ 18 GAGE WIRE 15" O,C. 1/2" GYP, BD. STRUCT. STL. COLUMN (TUBE OR FLANGE) (1) TYP. ONE -HOUR COLUMN WRAP GA FILE NO. l 1100 IBC TABLE 120.111) 01 -7.1 Two layers of 1/2" gyp. bd. adhesively secured to column 4 successive layars corner edges of ea. layer staggered, gyp. loci. layer below outer layer secured to column w/ doubled .049" (IS gage) stl. wire ties a 15" o.c, Exposed corners taped 4 treated. DRAFT STOP MATERIAL TRUSS ATTIC DRAFT STOP Draft stop materials shall not be less than 1/2" gyp" Ind., 3/8" plywd., 3/8" part. bd. or approved adequately supported. Opening& to have self - closing, aelF- latching doors. L TH I IUD FLOOR PLAN SCALE: I/ 16'1 = I'-011 0 :TOP CONSTR BLDG,) USED I," BE 'MEND" WINDOW TYPE ® E s C GLAZING TP - PLATE 45 - 5/4 HR RATED ABM. TI - INSULATED - FRAME TYPE BH - SINGLE R.NG FIX - FIXED (PICTURE) RY Z STEM. LD04 -246 F LZ. F W 01 R � °M� W) a� _j FN_ L 1) USE 5/8" GREEN BD. IN ALL PLUMBING WET LOCATIONS - TYP. THROUGHOUT THE BUILDING AND ALL WALL TYPES.' 2) REFER TO STRUCT. DWGS, FOR 2x DIMS, a ALL WALL LOCATIONS LJALL TYPES: L11 1 5/8" 'TYPE -X' GYP. BD. RESILIENT FURRING CHANNEL a 24" O.C. BATT INSULATION 5/8" 'TYPE -X' GYP. BD. 2x STUDS m 16" OC. 0 TTYP. WALL TYPE BETWEEN TENANT ROOMS AND TENANT /CORRIDOR WALLS. CAA FILE NO. Wf= 3230 EXT. FINISH VAPOR BARRIER BAIT INSULATION 5/8" 'TYPE -X' GYP. BD 1/2 "PLYWD. OR '055' 2x STUDS O.G. (1) EXTERIOR WALL TYPE IBC T,45LE -120,1(2) ITEM * 16-1.1 Resillent Chan 24" oz. attached 9 rt angles to RATED PER IBC 104.5 - Fire - resistance Ratings One Side of studs 16" O.c. w/ 66 coated nails, 2x wood studs w 16" oz. w/ dbl. top plates, single 1 -1/8" long, .086" shank, 1/4" heads. 1/2 "x 3" btm. plater int. side covered w/ 5 /6" Type X gyp. gyp. Co. filler strips attach. to btm. plate a bd, applied horiz. unblocked, 4 Fastened w/ 2 -1/4" Fir. In. w/ 6d nails. One layer 5/011 type X gyp. Type 5 drywall screws, spaced 12" oz., Joints cov'd bd. applied parallel to channels w/ I" T1 5 w/ tape 4 compd, fastener heads cov'd w/ compd drywall srews 6" oz. a horiz. ,Joints 4 12" o.c. a interm. channels. Batt insulation stapled to studs Exterior Side: cov'd w/ 3 /S" wd, struct. panel (OSB) in stud space. applied Vert., horiz, joints bikd 4 Fastened w/ 6d Opposite Side: One layer 5/6" type X gyp. bd. common nails - 12" o.c. (field), 4 6" oz. (edges). applied m rt. angles to studs w/ 6d na11s all oz. End joints staggered 46" on opp sides. 5P >^ °` ✓T=i �.w cN,,� -rr t`-•�, s'_::S:;TN< .. ..., .,.a la" a zl;a r% . ,.,_ ,a a e : hid :!°,�.Cr G! )w _ «• :J::,. : 1,6'15 CJ,Ier .V,7 €•71 61- -1 .� ,>.._•J. Yf_,f,'! Ta[aa �� r 5f13" t5pu n!�h!IwCi O J Yc! nfJC31._'I n _111S (SEE WINDOW SCHEDULE) x Jo,tnL, b'Ller A 5 /5" GYP. BD. BAIT INSULATION 5/0" GYP. BD. C NON -LOAD BEARING INT. WALLS NO RATING REQUIRED (REFER TO STRUCTURAL DRAWINGS) (U ALL OTHER INTERIOR WALL IN COMMON AREAS AND INT. TENANT ROOM SPACES (2) WALLS EXTEND FROM THE FLOOR TO THE BOTTOM OF THE FLOOR OR ROOF STRUCTURE ABOVE One layer 5/8" gyp. bd. applied parallel or m rt, angles to ea, side of studs 16" oz, w/ 66 Coated nalls, 1 -1 /5" long, .0915" shank, 1/4" heads, 1" oz. Joints staggered 16" oz. opp. sides. 5/6" 'TYPE -X' GYP. BD. H 5/8" 'TYPE -X' GYP. BD CHANNELT0F FURRING G I I I I� CHANNEL a 24" O C. BATT INSULATION p BATT INSULATION 2x STUDS o 16" O.C. 11 L MTL. STUDS 2 a 16" O.C. x STUDS Q 2x STUDS !� 2 1 S O.C. (1 � 7P. WALL TYPE TENANT /CORRIDOR WALLS. SA FILE NO, UJP 3230 CAA FILE NO. UJP 311 Refer to previous wall types for attach. requirements. (1) TYP. WALL BEHIND RANGE /OVEN IN THE COMMERCIAL KITCHEN. GA FILE NO, JJP 3230 SA FILE NO. UJP 3605 Refer to previous wall types for attach. requirements. I LAYER - 5/8" 'TYPE - X' GYP, BD, BATT INSULATION 1 LAYER - 5/6" 'TYPE - X' GYP. BD. 2x STUDS 6 16" O.G. lU ONE -HOUR FIRE BARRIER AND LOAD BEARING WALLS EXTENDS FROM GROUND FLOOR TO BTM OF THE I -HR LID Q TOP FLOOR CaA FILE NO. UJP 3605 One layer 5 16" type X gyp. 66, appp[led parallel or a rt. angles to ea. slde of studs 16" oz. w/ 6d coated nails, 1 -1/8" long, .0915" shank, 1/4" heads, 1" oz. Joints staggered 16" oz. opp. sides. 1/2" GYP, BD. W/ 18 GAGE WIRE 15" CC. 1/2" GYP. BD. STRUCT. STL COLUMN (TUBE OR FLANGE) (I) TYP. ONE -HOUR COLUMN WRAP CAA FILE NO, CM 1100 IBC TABLE 720,10) 11 -11 Two layers of 1/2" gyp. bd adhesively secured to column 4 successive layers corner edges of ea, layer staggered. Gyp. bd. layer below outer layer secured to column w/ doubled .049" (IS gage) stl. wire ties 0 15" oz. Exposed corners taped 4 treated. DRAFT STOP MATERIAL ATTIC DRAFT STOP Draft stop materials shall not be less than 1/2" gyp, bd., 316" plywd„ 3 /S" part. bd. or approved adequately supported. Openings to have self- cloeing, self - latching LEGEND XXXXX O-0 ROOM NAME AND NUMBER (SEE ROOM FINISH SCHEDULE) GCE 1(00 DOOR NUMBER (SEE DOOR SCHEDULE) O WINDOW NUMBER (SEE WINDOW SCHEDULE) x ELEVATION TAG (SEE A3J nxx FOR EXTERIOR, 45,1 FOR INTERIOR) X BUILDING SECTION TAG (SEE A32 nxx FOR SECTIONS AND DETAILS) ENLARGED FLOOR PLAN TAG / nx.x DETAIL TAG FEC O FIRE EXTINGUISHER CABINET ONE -HR FIRE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP FLR ONE -HR CEILING REQ'D BY V -A CONSTR. SMOKE PARTITION ATTIC DRAFT STOP )NOT REQUIRED IN FULLY SPRINKLED BLDG.) X X WALL TYPE (SEE WALL TYPES) MH MAGNETIC HOLD OPENS NOTE_ ALL EXTERIOR OPENINGS IN THE BUILDING TO 8E USED FOR VENTILATION, EXHAUST, OR OPERABLE WINDOWS SHALL BE PROTECTED WITH II MESH SCREENS PARTIAL TI -IIRD FLOOD PLAN A004-2.16 F L�. d F O w 000, omo �C� o 00 d, o ,Z v1 � mom C> in O N : � U ,y al 0 N �UDCD J W W z¢ o� R n c� 0 U) N 00 C 00 r O (Q W I .� M Ov a. LL REVISIONS EL. EXP 30 SEPT. 2004 PROJECT TITLE• z O � 3 z H 0 a O z� U F� � a a w Py O Q � Z NSHEET TITLE- PARTIAL THIRD FLOOR PLAN )RAWN BY SHEET: GCE )ROJECC#• 031, A2.3A )ATE. 15SU04 I 0 C r NOTES: U USE 5/6" GREEN BD. IN ALL PLUMBING WET LOCATIONS - TYP.THROUGHOUTTHE BUILDING AND ALL WALL TYPES. 2) REFER TO STRUCT. DUGS. FOR 2x DIMS. 0 ALL WALL LOCATIONS WALL TYPES: ' 5/8" 'TYPE -X' GYP. BD, EXT. FINISH RESILIENT FURRING VAPOR BARRIER 5/8" GYP. BD. CHANNEL a 24" O.C. GATT INSULATION GATT INSULATION GATT INSULATION 5/8" 'TYPE -X' GYP. BD. 5/8" GYP. BD. 5/8 TYPE -X' GYP. BD. 1 /2 "PLYWD, OR '0813' 2x STUDS 2x STUDS 2x STUDS ^ w 16" O.C. A ^ g 16" O.C. B ^ s 16" O.C. C (U TYP. WALL TYPE BETWEEN TENANT (1) EXTERIOR WALL TYPE NON -LOAD BEARIN54 INT. WALLS ROOMS AND TENANT /CORRIDOR NO RATING REQUIRED WALLS. IBC TABLE 720.1(2) (IRMRTOSTRIJCTURALDRAWINGBJ CzA FILE NO. LJP 3230 ITEi„1 # III COMMON ALL OTHER INTERIOR WALL IN COMMON AREAS AND INT. TENANT ROOM SPACES Reslllent Chan 24" O.c, attached m rt angles to RATED PER IBC '104.5 - Fire - resistance Ratings (2) WALLS EXTEND FROM THE FLOOR One Side of studs 16" cc. w/ 6d coated nails, TO THE BOTTOM OF THE FLOOR OR 2x wood studs 6 16 o.O. w/ 6101, top plates, single ROOF STRUCTURE ABOVE 1 -1/8" long, .086" shank, 1/4" heads. 1 /2 "x 3" btm. plate? Int side covered w/ 5/8" Type X gyp. gyp. Old. filler strips attach. to btm. plate 9 bd, applied horiz, unblocked, 4 fastened w/ 2 -1/4" One layer 5/8" gyp. bd. applied fir. In. w/ 6d nails. One layer 5/6" type X gyp. Type S drywall screws, spaced 12" c.c „joints cov'd parallel or a it, angles to ea. side OF Ind applied parallel to channels w/ I” Type S w/ tape 4 compd, fastener heads cov'd w/ compd studs 16" O.c. w/ 6d coated nails, 1 -1/8" drywall srews 6" c.c. w horiz joints 4 12" O.c. w long, .0915" shank, 1/4" heads, 1" o.c. interm, channels. Batt Insulation stapled to studs Exterior Side• cov'd w/ 3/8" up. struct. panel (OSB) Joints staggered 16" cc. Opp. sides. In stud space. applied vert., horiz. joints blkd 4 fastened w/ 6d Opposite Side: One layer 5/8" type X gyp. 10d, common nails - 12" o.O, (fleld), 4 6" cc. ledgell applied a rte angles to studs w/ 6d nails S" o.c. End joints staggered 48" on Opp sides. 5/8" 'TYPE -X' GYP. BD, 1 LAYER - 5/8" ! ��„- >i- -+ 2 �.=i FF�_:.. -crr✓ 'TYPE - X' GYP. BD. - -?'�'c - >'. G - - "'P' :>_� RE5ILIENT FURRING " li CHANNEL a 24" O.C. GATT INSULATIONi GATT INSULATION I LAYER - 5/8" I-. ^: II i- s' !.t,�'YP; -a ..:n• 2x STUDS s+ 16" O.C. 'TYPE - X' GYP BD. - 1I, 'T F^ - N' GsY''. EP.C' 2x STUDS 3 2x STUDS I' „��' ^- Fh? -'mx d;"U%,ti Y 'm 16” O.G. A3. r '�l CU ONE -HOUR FIRE BARRIER AND LOAD BEARING WALLS t= ^". - "w)3 �Ru'-' r_; "11FI.. =�.'^� , „)2w' (U TYP. WALL TYPE TENANT /CORRIDOR EXTENDS FROM GROUND FLOOR TO BTM. OF _ s.l "v1::, .:4 WALLS. 2 THE I -HR LID s TOP FLOOR All GA FILE NO. LJP 3230 A3.2 CAA FILE NO, LP 3605 l') - ,4;_,^ 3,4 FILE NO. LP 311 One layer 5/8" type X gyp. CC. applied 511 i� faljrwr 5'?3" c,.4pe X eyp. o,w a(alc,Rx S Refer to previous wall types for attach. parallel or ID I angles to ea, side of "o s. aidec," <a4 oc. requirements. studs 16" O.C. w/ 601 coated nails, 1 -1/8" ci ,oaa-_aJ na,11, - '5, L+,r�, 100 F,' zhar ong, 0915" shank, I/4" heads, 1" oz. a a, m4' oc Face, i"a.Iyr 5w' type Joints staggered 16" cc. Opp. sides. X. c;i:� „ W��. _"Ic11ed � r, a""cdCS )C ea. a4le ,I, �1 = ,.r,1,L S0 ;One I0,0" m:n,T+"K, DRAFT STOP MATERIAL 1/2" GYP. BD. W/ TRUSS IS GAGE WIRE 15" O.C. 1/2" GYP. BD. STRUCT. STL. COLUMN (TUBE OR FLANGE) G (1) TYP. WALL BEHIND RANGE /OVEN (U TYP. ONE -HOUR COLUMN WRAP IN THE COMMERCIAL KITCHEN. A3.2 (�;A FILE NO. UJP 3230 GA FILE NO, CM 1100 ATTIC DRAFT STOP GA FILE NO. WE 31 05 IBC TABLE 720.1(1) #1 Two layers of 1/2" gyp. bd. adhesively Draft stop materials shall not be less than Refer to previous wall types for attach secured t0 column 4 successive layers 1/2" gyp bd., 3/8" plywd., 3/8" part, Old. repulrements. corner edges of ea. layer staggered. or approved adequately supported. gyp, bd, layer below outer layer secured Openings to have self - closing, self - latching to column w/ doubled .049" (18 gage) doors. st1, wire ties 615" O.c. Exposed corners taped 4 treated. 24'_6"' B 2 \ \\ \ D S z \ 0 A •� \ / Z_ / X14 ,--DE 0 \ A SHT -ROCK � — — — C ® / E \ ERS TO ° r i 2 COB © C \ \ r40* Q F L- C �� 5/8" 'TYPE -X' GYP BD. RESILIENT FURRING CHANNEL m 24" O.G. p BATT INSULATION 0 \ \ \ A MTL. STUDS d A H H 359 2x STUDS n a 16" O.G. DRAFT STOP MATERIAL 1/2" GYP. BD. W/ TRUSS IS GAGE WIRE 15" O.C. 1/2" GYP. BD. STRUCT. STL. COLUMN (TUBE OR FLANGE) G (1) TYP. WALL BEHIND RANGE /OVEN (U TYP. ONE -HOUR COLUMN WRAP IN THE COMMERCIAL KITCHEN. A3.2 (�;A FILE NO. UJP 3230 GA FILE NO, CM 1100 ATTIC DRAFT STOP GA FILE NO. WE 31 05 IBC TABLE 720.1(1) #1 Two layers of 1/2" gyp. bd. adhesively Draft stop materials shall not be less than Refer to previous wall types for attach secured t0 column 4 successive layers 1/2" gyp bd., 3/8" plywd., 3/8" part, Old. repulrements. corner edges of ea. layer staggered. or approved adequately supported. gyp, bd, layer below outer layer secured Openings to have self - closing, self - latching to column w/ doubled .049" (18 gage) doors. st1, wire ties 615" O.c. Exposed corners taped 4 treated. 24'_6"' B 2 \ \\ \ D S z \ 0 A •� \ / Z_ / X14 ,--DE 0 \ A SHT -ROCK � — — — C ® / E \ ERS TO ° r i 2 COB © C \ \ r40* Q F L- C �� 3 — — — — — L 711F_ 1J V � A B 2 O \ 2 MH EXIT/ / 2 A 0 1 HALF-LU " A,D Ap ATTIC p = - - - - -- ACCES - - - - -� — — — 7 v I I CAT-W4 LK' I I A3.2 FIELD RIF A3.2 LOCATION 4 / / - COORDINATE W/ HVA / / B m 8 8 m � \ B 8 an B ' I 9 B ry AN 8 0 LIT 10 CAT -WA K' \ \ B FIELD v RIFY \ \ LOCATION 4 I I COORDINATE \ W/ HVAC - - - -- ATTIC -- - - - - -' B D 5oc A CCESS B p v e \ CLOSET/_ I \ ® 50A OI © © xIT/ �— �351R \ 350 MH \ 3100 D — A M 3 2 CORRIDOR A •� B 4$80 350 �..+ 313'-6 E ® U 6 MH 351 A _ 4 "' 3' -1 "' S A5.1 0 A3.2 A 2 9 2 G ALL SHT -ROCK 0 D CORNERS TO — 8 BE BULL -NOSED 2 5 z MH r TV I 353 LOUNGE ALL SHT -ROCK A5.1 1 352 / CORNERS TO 6'- 10' -0"' BE BULL -NOSED > LAUNDRY Q B ER ~ Q T -0 " ® A D 354 54 D 353 N / z F \ D IT A5.1 -~10 O G — �— — — — — — ELECT 24x30 lr�- G G 312 351 ACCESS X C 362 4,5j* 505:1 = W/ 8 SITTING ® B 0 C ® E N C 3R5E6A = LO5I5Y O r r 1 O F C I ,II 3 i- 5013 J k 35T MH 1' -0 "' 5' -8 "' e CORRIDOR PLANTER A5.1 358 = r CORRIDOR 0 358 D 360 FEC I MH n wiles 4SSa 4881 G G O C 2O — 2 lIIr•. \\ E G E // ® B G E 311 \ 31� c 6306: \ 63D>p B D A \ D A / / / GdRNERS TTO K \ 1 / BE LL -N05ED / \ B / 2 > S LS 7 4�'/l <1 25' -6"' 2 - F Ul LEGEND XXXXX ROOM NAME AND NUMBER 00 (SEE ROOM FINISH SCHEDULE) 100 DOOR NUMBER (SEE DOOR SCHEDULE) O WINDOW NUMBER (SEE WINDOW SCHEDULE) x ELEVATION TAG (SEE A3.1 nxx FOR EXTERIOR, A5.1 FOR INTERIOR) x BUILDING SECTION TAG (SEE A32 axx FOR SECTIONS AND DETAILS) ENLARGED FLOOR PLAN TAG / roux DETAIL TAG FEC FIR£ EXTINGUISHER CABINET O ONE -HR FIRE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP FL A. ONE -HR CEILING REQ'D BY V -A CONSTR. M M M M M M M SMOKE PARTITION ATTIC DRAFT STOP (NOT REQUIRED IN FULLY SPRINKLED BLDG) X X WALL TYPE (SEE WALL TYPES) MAGNETIC HOLD OPENS NOTE; ALL EXTERIOR OPENINGS IN THE BUILDING TO HE USED FOR VENTILATION, EXHAUST, OR OPERABLE WINDOWS SHALL BE PROTECTED WITH 16G MESH SCREENS PARTIAL THIRD FLOOR SCALE: 1 /811 = I I_O11 -1 O O � W Coll) r- }3 M I? G 11, O J .70 Fi V�1 W ti O ^ V1 1 ' (5 o ON.� C'Icnv`�iafs; i-I .O O OUIQ J LLJ LLB Q�n�I zQ D F2=1 CD F � PLAN --A ' REVISIONS: 24'_6 " 101_41'' 23,_0" o I _ 2 B ALL SHT -R CK ` m CORNE - \ BE BU -NOSED \ STAIR / I- I — \ C 4 ( O I E 5&4 � 0 63� \ B ® D —7, / /7 C � CE) ® MH C ® —C E— — �— 0 iq 361 pIC \ / 4-0 F C) A F C— ^ A © B 0 \ E E / G G B 630 391 B E B / ALL A!HT- ROCK \ B O O - C� BULRLSNOSED = 2 7v B v !V�910' 12'_9"' 12'_5 "' 44' -8 "' 25' -6 "' ,2... 5 / 0 1i_6n, in. em C� I /1� C ��,✓J 361 530m — — C E \ B\ F \ A 0 ID 550 \ G \ 2 © s C B \ d O N ill N O M C 00 O r- (9 i;z 7 ODD 0 N O I EXP 30 SEPT. 2004 PROJECT TITLE- z 0 'U z S rI� zV (0 KEY PLAN NSHEET TITLE: PARTIAL THIRD FLOOR PLAN DRAWNSY SHEET' i ccs t PROJECT #. 0317 A2.3 B DATE: ISSEP04 J F \ \ \ A A H H 359 \ \ \ "' 1 "' 2 2 26'_g��, 5 5'_6 " 16•_0 " 4 � X X — — I I EXIT/ A3.2 � � �I / /D 5 5359 _A O O(F A — A / / e e A 404 A Z / B B R / / B B L 711F_ 1J V � A B 2 O \ 2 MH EXIT/ / 2 A 0 1 HALF-LU " A,D Ap ATTIC p = - - - - -- ACCES - - - - -� — — — 7 v I I CAT-W4 LK' I I A3.2 FIELD RIF A3.2 LOCATION 4 / / - COORDINATE W/ HVA / / B m 8 8 m � \ B 8 an B ' I 9 B ry AN 8 0 LIT 10 CAT -WA K' \ \ B FIELD v RIFY \ \ LOCATION 4 I I COORDINATE \ W/ HVAC - - - -- ATTIC -- - - - - -' B D 5oc A CCESS B p v e \ CLOSET/_ I \ ® 50A OI © © xIT/ �— �351R \ 350 MH \ 3100 D — A M 3 2 CORRIDOR A •� B 4$80 350 �..+ 313'-6 E ® U 6 MH 351 A _ 4 "' 3' -1 "' S A5.1 0 A3.2 A 2 9 2 G ALL SHT -ROCK 0 D CORNERS TO — 8 BE BULL -NOSED 2 5 z MH r TV I 353 LOUNGE ALL SHT -ROCK A5.1 1 352 / CORNERS TO 6'- 10' -0"' BE BULL -NOSED > LAUNDRY Q B ER ~ Q T -0 " ® A D 354 54 D 353 N / z F \ D IT A5.1 -~10 O G — �— — — — — — ELECT 24x30 lr�- G G 312 351 ACCESS X C 362 4,5j* 505:1 = W/ 8 SITTING ® B 0 C ® E N C 3R5E6A = LO5I5Y O r r 1 O F C I ,II 3 i- 5013 J k 35T MH 1' -0 "' 5' -8 "' e CORRIDOR PLANTER A5.1 358 = r CORRIDOR 0 358 D 360 FEC I MH n wiles 4SSa 4881 G G O C 2O — 2 lIIr•. \\ E G E // ® B G E 311 \ 31� c 6306: \ 63D>p B D A \ D A / / / GdRNERS TTO K \ 1 / BE LL -N05ED / \ B / 2 > S LS 7 4�'/l <1 25' -6"' 2 - F Ul LEGEND XXXXX ROOM NAME AND NUMBER 00 (SEE ROOM FINISH SCHEDULE) 100 DOOR NUMBER (SEE DOOR SCHEDULE) O WINDOW NUMBER (SEE WINDOW SCHEDULE) x ELEVATION TAG (SEE A3.1 nxx FOR EXTERIOR, A5.1 FOR INTERIOR) x BUILDING SECTION TAG (SEE A32 axx FOR SECTIONS AND DETAILS) ENLARGED FLOOR PLAN TAG / roux DETAIL TAG FEC FIR£ EXTINGUISHER CABINET O ONE -HR FIRE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP FL A. ONE -HR CEILING REQ'D BY V -A CONSTR. M M M M M M M SMOKE PARTITION ATTIC DRAFT STOP (NOT REQUIRED IN FULLY SPRINKLED BLDG) X X WALL TYPE (SEE WALL TYPES) MAGNETIC HOLD OPENS NOTE; ALL EXTERIOR OPENINGS IN THE BUILDING TO HE USED FOR VENTILATION, EXHAUST, OR OPERABLE WINDOWS SHALL BE PROTECTED WITH 16G MESH SCREENS PARTIAL THIRD FLOOR SCALE: 1 /811 = I I_O11 -1 O O � W Coll) r- }3 M I? G 11, O J .70 Fi V�1 W ti O ^ V1 1 ' (5 o ON.� C'Icnv`�iafs; i-I .O O OUIQ J LLJ LLB Q�n�I zQ D F2=1 CD F � PLAN --A ' REVISIONS: 24'_6 " 101_41'' 23,_0" o I _ 2 B ALL SHT -R CK ` m CORNE - \ BE BU -NOSED \ STAIR / I- I — \ C 4 ( O I E 5&4 � 0 63� \ B ® D —7, / /7 C � CE) ® MH C ® —C E— — �— 0 iq 361 pIC \ / 4-0 F C) A F C— ^ A © B 0 \ E E / G G B 630 391 B E B / ALL A!HT- ROCK \ B O O - C� BULRLSNOSED = 2 7v B v !V�910' 12'_9"' 12'_5 "' 44' -8 "' 25' -6 "' ,2... 5 / 0 1i_6n, in. em C� I /1� C ��,✓J 361 530m — — C E \ B\ F \ A 0 ID 550 \ G \ 2 © s C B \ d O N ill N O M C 00 O r- (9 i;z 7 ODD 0 N O I EXP 30 SEPT. 2004 PROJECT TITLE- z 0 'U z S rI� zV (0 KEY PLAN NSHEET TITLE: PARTIAL THIRD FLOOR PLAN DRAWNSY SHEET' i ccs t PROJECT #. 0317 A2.3 B DATE: ISSEP04 J 8 an B ' I 9 B ry AN 8 0 LIT 10 CAT -WA K' \ \ B FIELD v RIFY \ \ LOCATION 4 I I COORDINATE \ W/ HVAC - - - -- ATTIC -- - - - - -' B D 5oc A CCESS B p v e \ CLOSET/_ I \ ® 50A OI © © xIT/ �— �351R \ 350 MH \ 3100 D — A M 3 2 CORRIDOR A •� B 4$80 350 �..+ 313'-6 E ® U 6 MH 351 A _ 4 "' 3' -1 "' S A5.1 0 A3.2 A 2 9 2 G ALL SHT -ROCK 0 D CORNERS TO — 8 BE BULL -NOSED 2 5 z MH r TV I 353 LOUNGE ALL SHT -ROCK A5.1 1 352 / CORNERS TO 6'- 10' -0"' BE BULL -NOSED > LAUNDRY Q B ER ~ Q T -0 " ® A D 354 54 D 353 N / z F \ D IT A5.1 -~10 O G — �— — — — — — ELECT 24x30 lr�- G G 312 351 ACCESS X C 362 4,5j* 505:1 = W/ 8 SITTING ® B 0 C ® E N C 3R5E6A = LO5I5Y O r r 1 O F C I ,II 3 i- 5013 J k 35T MH 1' -0 "' 5' -8 "' e CORRIDOR PLANTER A5.1 358 = r CORRIDOR 0 358 D 360 FEC I MH n wiles 4SSa 4881 G G O C 2O — 2 lIIr•. \\ E G E // ® B G E 311 \ 31� c 6306: \ 63D>p B D A \ D A / / / GdRNERS TTO K \ 1 / BE LL -N05ED / \ B / 2 > S LS 7 4�'/l <1 25' -6"' 2 - F Ul LEGEND XXXXX ROOM NAME AND NUMBER 00 (SEE ROOM FINISH SCHEDULE) 100 DOOR NUMBER (SEE DOOR SCHEDULE) O WINDOW NUMBER (SEE WINDOW SCHEDULE) x ELEVATION TAG (SEE A3.1 nxx FOR EXTERIOR, A5.1 FOR INTERIOR) x BUILDING SECTION TAG (SEE A32 axx FOR SECTIONS AND DETAILS) ENLARGED FLOOR PLAN TAG / roux DETAIL TAG FEC FIR£ EXTINGUISHER CABINET O ONE -HR FIRE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP FL A. ONE -HR CEILING REQ'D BY V -A CONSTR. M M M M M M M SMOKE PARTITION ATTIC DRAFT STOP (NOT REQUIRED IN FULLY SPRINKLED BLDG) X X WALL TYPE (SEE WALL TYPES) MAGNETIC HOLD OPENS NOTE; ALL EXTERIOR OPENINGS IN THE BUILDING TO HE USED FOR VENTILATION, EXHAUST, OR OPERABLE WINDOWS SHALL BE PROTECTED WITH 16G MESH SCREENS PARTIAL THIRD FLOOR SCALE: 1 /811 = I I_O11 -1 O O � W Coll) r- }3 M I? G 11, O J .70 Fi V�1 W ti O ^ V1 1 ' (5 o ON.� C'Icnv`�iafs; i-I .O O OUIQ J LLJ LLB Q�n�I zQ D F2=1 CD F � PLAN --A ' REVISIONS: 24'_6 " 101_41'' 23,_0" o I _ 2 B ALL SHT -R CK ` m CORNE - \ BE BU -NOSED \ STAIR / I- I — \ C 4 ( O I E 5&4 � 0 63� \ B ® D —7, / /7 C � CE) ® MH C ® —C E— — �— 0 iq 361 pIC \ / 4-0 F C) A F C— ^ A © B 0 \ E E / G G B 630 391 B E B / ALL A!HT- ROCK \ B O O - C� BULRLSNOSED = 2 7v B v !V�910' 12'_9"' 12'_5 "' 44' -8 "' 25' -6 "' ,2... 5 / 0 1i_6n, in. em C� I /1� C ��,✓J 361 530m — — C E \ B\ F \ A 0 ID 550 \ G \ 2 © s C B \ d O N ill N O M C 00 O r- (9 i;z 7 ODD 0 N O I EXP 30 SEPT. 2004 PROJECT TITLE- z 0 'U z S rI� zV (0 KEY PLAN NSHEET TITLE: PARTIAL THIRD FLOOR PLAN DRAWNSY SHEET' i ccs t PROJECT #. 0317 A2.3 B DATE: ISSEP04 J 0 LIT 10 CAT -WA K' \ \ B FIELD v RIFY \ \ LOCATION 4 I I COORDINATE \ W/ HVAC - - - -- ATTIC -- - - - - -' B D 5oc A CCESS B p v e \ CLOSET/_ I \ ® 50A OI © © xIT/ �— �351R \ 350 MH \ 3100 D — A M 3 2 CORRIDOR A •� B 4$80 350 �..+ 313'-6 E ® U 6 MH 351 A _ 4 "' 3' -1 "' S A5.1 0 A3.2 A 2 9 2 G ALL SHT -ROCK 0 D CORNERS TO — 8 BE BULL -NOSED 2 5 z MH r TV I 353 LOUNGE ALL SHT -ROCK A5.1 1 352 / CORNERS TO 6'- 10' -0"' BE BULL -NOSED > LAUNDRY Q B ER ~ Q T -0 " ® A D 354 54 D 353 N / z F \ D IT A5.1 -~10 O G — �— — — — — — ELECT 24x30 lr�- G G 312 351 ACCESS X C 362 4,5j* 505:1 = W/ 8 SITTING ® B 0 C ® E N C 3R5E6A = LO5I5Y O r r 1 O F C I ,II 3 i- 5013 J k 35T MH 1' -0 "' 5' -8 "' e CORRIDOR PLANTER A5.1 358 = r CORRIDOR 0 358 D 360 FEC I MH n wiles 4SSa 4881 G G O C 2O — 2 lIIr•. \\ E G E // ® B G E 311 \ 31� c 6306: \ 63D>p B D A \ D A / / / GdRNERS TTO K \ 1 / BE LL -N05ED / \ B / 2 > S LS 7 4�'/l <1 25' -6"' 2 - F Ul LEGEND XXXXX ROOM NAME AND NUMBER 00 (SEE ROOM FINISH SCHEDULE) 100 DOOR NUMBER (SEE DOOR SCHEDULE) O WINDOW NUMBER (SEE WINDOW SCHEDULE) x ELEVATION TAG (SEE A3.1 nxx FOR EXTERIOR, A5.1 FOR INTERIOR) x BUILDING SECTION TAG (SEE A32 axx FOR SECTIONS AND DETAILS) ENLARGED FLOOR PLAN TAG / roux DETAIL TAG FEC FIR£ EXTINGUISHER CABINET O ONE -HR FIRE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP FL A. ONE -HR CEILING REQ'D BY V -A CONSTR. M M M M M M M SMOKE PARTITION ATTIC DRAFT STOP (NOT REQUIRED IN FULLY SPRINKLED BLDG) X X WALL TYPE (SEE WALL TYPES) MAGNETIC HOLD OPENS NOTE; ALL EXTERIOR OPENINGS IN THE BUILDING TO HE USED FOR VENTILATION, EXHAUST, OR OPERABLE WINDOWS SHALL BE PROTECTED WITH 16G MESH SCREENS PARTIAL THIRD FLOOR SCALE: 1 /811 = I I_O11 -1 O O � W Coll) r- }3 M I? G 11, O J .70 Fi V�1 W ti O ^ V1 1 ' (5 o ON.� C'Icnv`�iafs; i-I .O O OUIQ J LLJ LLB Q�n�I zQ D F2=1 CD F � PLAN --A ' REVISIONS: 24'_6 " 101_41'' 23,_0" o I _ 2 B ALL SHT -R CK ` m CORNE - \ BE BU -NOSED \ STAIR / I- I — \ C 4 ( O I E 5&4 � 0 63� \ B ® D —7, / /7 C � CE) ® MH C ® —C E— — �— 0 iq 361 pIC \ / 4-0 F C) A F C— ^ A © B 0 \ E E / G G B 630 391 B E B / ALL A!HT- ROCK \ B O O - C� BULRLSNOSED = 2 7v B v !V�910' 12'_9"' 12'_5 "' 44' -8 "' 25' -6 "' ,2... 5 / 0 1i_6n, in. em C� I /1� C ��,✓J 361 530m — — C E \ B\ F \ A 0 ID 550 \ G \ 2 © s C B \ d O N ill N O M C 00 O r- (9 i;z 7 ODD 0 N O I EXP 30 SEPT. 2004 PROJECT TITLE- z 0 'U z S rI� zV (0 KEY PLAN NSHEET TITLE: PARTIAL THIRD FLOOR PLAN DRAWNSY SHEET' i ccs t PROJECT #. 0317 A2.3 B DATE: ISSEP04 J e \ CLOSET/_ I \ ® 50A OI © © xIT/ �— �351R \ 350 MH \ 3100 D — A M 3 2 CORRIDOR A •� B 4$80 350 �..+ 313'-6 E ® U 6 MH 351 A _ 4 "' 3' -1 "' S A5.1 0 A3.2 A 2 9 2 G ALL SHT -ROCK 0 D CORNERS TO — 8 BE BULL -NOSED 2 5 z MH r TV I 353 LOUNGE ALL SHT -ROCK A5.1 1 352 / CORNERS TO 6'- 10' -0"' BE BULL -NOSED > LAUNDRY Q B ER ~ Q T -0 " ® A D 354 54 D 353 N / z F \ D IT A5.1 -~10 O G — �— — — — — — ELECT 24x30 lr�- G G 312 351 ACCESS X C 362 4,5j* 505:1 = W/ 8 SITTING ® B 0 C ® E N C 3R5E6A = LO5I5Y O r r 1 O F C I ,II 3 i- 5013 J k 35T MH 1' -0 "' 5' -8 "' e CORRIDOR PLANTER A5.1 358 = r CORRIDOR 0 358 D 360 FEC I MH n wiles 4SSa 4881 G G O C 2O — 2 lIIr•. \\ E G E // ® B G E 311 \ 31� c 6306: \ 63D>p B D A \ D A / / / GdRNERS TTO K \ 1 / BE LL -N05ED / \ B / 2 > S LS 7 4�'/l <1 25' -6"' 2 - F Ul LEGEND XXXXX ROOM NAME AND NUMBER 00 (SEE ROOM FINISH SCHEDULE) 100 DOOR NUMBER (SEE DOOR SCHEDULE) O WINDOW NUMBER (SEE WINDOW SCHEDULE) x ELEVATION TAG (SEE A3.1 nxx FOR EXTERIOR, A5.1 FOR INTERIOR) x BUILDING SECTION TAG (SEE A32 axx FOR SECTIONS AND DETAILS) ENLARGED FLOOR PLAN TAG / roux DETAIL TAG FEC FIR£ EXTINGUISHER CABINET O ONE -HR FIRE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP FL A. ONE -HR CEILING REQ'D BY V -A CONSTR. M M M M M M M SMOKE PARTITION ATTIC DRAFT STOP (NOT REQUIRED IN FULLY SPRINKLED BLDG) X X WALL TYPE (SEE WALL TYPES) MAGNETIC HOLD OPENS NOTE; ALL EXTERIOR OPENINGS IN THE BUILDING TO HE USED FOR VENTILATION, EXHAUST, OR OPERABLE WINDOWS SHALL BE PROTECTED WITH 16G MESH SCREENS PARTIAL THIRD FLOOR SCALE: 1 /811 = I I_O11 -1 O O � W Coll) r- }3 M I? G 11, O J .70 Fi V�1 W ti O ^ V1 1 ' (5 o ON.� C'Icnv`�iafs; i-I .O O OUIQ J LLJ LLB Q�n�I zQ D F2=1 CD F � PLAN --A ' REVISIONS: 24'_6 " 101_41'' 23,_0" o I _ 2 B ALL SHT -R CK ` m CORNE - \ BE BU -NOSED \ STAIR / I- I — \ C 4 ( O I E 5&4 � 0 63� \ B ® D —7, / /7 C � CE) ® MH C ® —C E— — �— 0 iq 361 pIC \ / 4-0 F C) A F C— ^ A © B 0 \ E E / G G B 630 391 B E B / ALL A!HT- ROCK \ B O O - C� BULRLSNOSED = 2 7v B v !V�910' 12'_9"' 12'_5 "' 44' -8 "' 25' -6 "' ,2... 5 / 0 1i_6n, in. em C� I /1� C ��,✓J 361 530m — — C E \ B\ F \ A 0 ID 550 \ G \ 2 © s C B \ d O N ill N O M C 00 O r- (9 i;z 7 ODD 0 N O I EXP 30 SEPT. 2004 PROJECT TITLE- z 0 'U z S rI� zV (0 KEY PLAN NSHEET TITLE: PARTIAL THIRD FLOOR PLAN DRAWNSY SHEET' i ccs t PROJECT #. 0317 A2.3 B DATE: ISSEP04 J LS 7 4�'/l <1 25' -6"' 2 - F Ul LEGEND XXXXX ROOM NAME AND NUMBER 00 (SEE ROOM FINISH SCHEDULE) 100 DOOR NUMBER (SEE DOOR SCHEDULE) O WINDOW NUMBER (SEE WINDOW SCHEDULE) x ELEVATION TAG (SEE A3.1 nxx FOR EXTERIOR, A5.1 FOR INTERIOR) x BUILDING SECTION TAG (SEE A32 axx FOR SECTIONS AND DETAILS) ENLARGED FLOOR PLAN TAG / roux DETAIL TAG FEC FIR£ EXTINGUISHER CABINET O ONE -HR FIRE BARRIER FROM GROUND FLOOR TO BOTTOM OF TOP FL A. ONE -HR CEILING REQ'D BY V -A CONSTR. M M M M M M M SMOKE PARTITION ATTIC DRAFT STOP (NOT REQUIRED IN FULLY SPRINKLED BLDG) X X WALL TYPE (SEE WALL TYPES) MAGNETIC HOLD OPENS NOTE; ALL EXTERIOR OPENINGS IN THE BUILDING TO HE USED FOR VENTILATION, EXHAUST, OR OPERABLE WINDOWS SHALL BE PROTECTED WITH 16G MESH SCREENS PARTIAL THIRD FLOOR SCALE: 1 /811 = I I_O11 -1 O O � W Coll) r- }3 M I? G 11, O J .70 Fi V�1 W ti O ^ V1 1 ' (5 o ON.� C'Icnv`�iafs; i-I .O O OUIQ J LLJ LLB Q�n�I zQ D F2=1 CD F � PLAN --A ' REVISIONS: 24'_6 " 101_41'' 23,_0" o I _ 2 B ALL SHT -R CK ` m CORNE - \ BE BU -NOSED \ STAIR / I- I — \ C 4 ( O I E 5&4 � 0 63� \ B ® D —7, / /7 C � CE) ® MH C ® —C E— — �— 0 iq 361 pIC \ / 4-0 F C) A F C— ^ A © B 0 \ E E / G G B 630 391 B E B / ALL A!HT- ROCK \ B O O - C� BULRLSNOSED = 2 7v B v !V�910' 12'_9"' 12'_5 "' 44' -8 "' 25' -6 "' ,2... 5 / 0 1i_6n, in. em C� I /1� C ��,✓J 361 530m — — C E \ B\ F \ A 0 ID 550 \ G \ 2 © s C B \ d O N ill N O M C 00 O r- (9 i;z 7 ODD 0 N O I EXP 30 SEPT. 2004 PROJECT TITLE- z 0 'U z S rI� zV (0 KEY PLAN NSHEET TITLE: PARTIAL THIRD FLOOR PLAN DRAWNSY SHEET' i ccs t PROJECT #. 0317 A2.3 B DATE: ISSEP04 J PARTIAL THIRD FLOOR SCALE: 1 /811 = I I_O11 -1 O O � W Coll) r- }3 M I? G 11, O J .70 Fi V�1 W ti O ^ V1 1 ' (5 o ON.� C'Icnv`�iafs; i-I .O O OUIQ J LLJ LLB Q�n�I zQ D F2=1 CD F � PLAN --A ' REVISIONS: 24'_6 " 101_41'' 23,_0" o I _ 2 B ALL SHT -R CK ` m CORNE - \ BE BU -NOSED \ STAIR / I- I — \ C 4 ( O I E 5&4 � 0 63� \ B ® D —7, / /7 C � CE) ® MH C ® —C E— — �— 0 iq 361 pIC \ / 4-0 F C) A F C— ^ A © B 0 \ E E / G G B 630 391 B E B / ALL A!HT- ROCK \ B O O - C� BULRLSNOSED = 2 7v B v !V�910' 12'_9"' 12'_5 "' 44' -8 "' 25' -6 "' ,2... 5 / 0 1i_6n, in. em C� I /1� C ��,✓J 361 530m — — C E \ B\ F \ A 0 ID 550 \ G \ 2 © s C B \ d O N ill N O M C 00 O r- (9 i;z 7 ODD 0 N O I EXP 30 SEPT. 2004 PROJECT TITLE- z 0 'U z S rI� zV (0 KEY PLAN NSHEET TITLE: PARTIAL THIRD FLOOR PLAN DRAWNSY SHEET' i ccs t PROJECT #. 0317 A2.3 B DATE: ISSEP04 J F C) A F C— ^ A © B 0 \ E E / G G B 630 391 B E B / ALL A!HT- ROCK \ B O O - C� BULRLSNOSED = 2 7v B v !V�910' 12'_9"' 12'_5 "' 44' -8 "' 25' -6 "' ,2... 5 / 0 1i_6n, in. em C� I /1� C ��,✓J 361 530m — — C E \ B\ F \ A 0 ID 550 \ G \ 2 © s C B \ d O N ill N O M C 00 O r- (9 i;z 7 ODD 0 N O I EXP 30 SEPT. 2004 PROJECT TITLE- z 0 'U z S rI� zV (0 KEY PLAN NSHEET TITLE: PARTIAL THIRD FLOOR PLAN DRAWNSY SHEET' i ccs t PROJECT #. 0317 A2.3 B DATE: ISSEP04 J F_ L OVERFLOW DRAIN STRAINER BASKET FLASHING VERIFY N FLASHING CLAMPING RING ROOF DECK DECK FLANGE NEOPRENE FLEX. BELLOWS PIPE TO DAYLIGHT AT NOTICABLE LOCATION DETAIL: ROOF and OVERI =LOW DRAIN SCALE: NOT TO 5CALE Daddi Long Legs ROOF DRAIN STRAINER BASKET FLASHING FLASHING CLAMPING RING ROOF DECK DECK FLANGE NEOPRENE FLEX. BELLOWS PIPE TO STORM DRAIN The "FireFly "TM Bird Flapper /Diverter U.S. Patent Pending - - - ' A bird flight diverter for power lines, agriculture and industry Protects birds from collisions with overhead power lines and communications towers better than past technology. Our new FireFly bird diverter incorporates motion, reflectivity, and light emissions to alert the birds of an upcoming obstruction. • Utilizes 3 -in -1 fluorescent colors designed specifically for avian vision • Motion, reflectivity and light emissions alert birds • Fully tested and developed by biologists • FireFly uses materials that glow at night up to io hours • FireFly spins in 3 -5 mph wind alerting the birds of obstructions, • SS Ball Bearing swivel or spring loaded clamp installation • FireFly reflects UV & Visible light birds see in low light /fog conditions The product is manufactured with a unique new concept called "Moon Shine T"M ". With "Moon" glow -in- the -dark light, combined with a highly reflective daylight "Shine" system, this diverter /flapper swivels and rotates in 3 -5 mph wind conditions, increasing visibility to migrating birds and bats. Target Birds Deterred: All bird species and bats. Install Bird Diverter Bird Control Products: On power lines and communications towers. Material: Acrylic Plastic 1/8 ", 3.5" by 6" flapper - impact - resistant and UV- stabilized. ( -3o F. to 16o F.) Fluorescent Reflective Sheeting — to -i2 hour glow -in -the dark light emitted. Stainless Steel Ball Bearing Swivel system -salt spray and weather resistant. Patented ABS — Makrolon plastic weather - resistant SnapFast Mounting Clamp with stainless —steel spring action. Ease of Installation: Easy. Each FireFly bird diverter is easily installed from the ground using a spring- loaded clamp with an installation tool or on live power lines with a hot stick. For industrial or agricultural applications, simply stainless steel, ball bearing swivel directly to any fixture. This bird diverter is easy to remove or install as bird activity changes with the season. The unique mounting bracket allows 45- degree angle installation - reducing bird and bat collisions. Advantages of Firefly Bird Diverter-:_ • Best Bird Flapper /Diverter Available • Fast Installation by Hot Stick • Fully tested and developed by biologists to be the most effective diverter • FireFly uses materials that glow at night up to io hours • FireFly Spins in the wind alerting the birds of obstructions • Rugged spring loaded clamp prevents line slippage • Unique "Moon Shine" system reflects UV + Visible light in low light /fog conditions MANUFACT. BIRDBUSTERS - Innovative Bird Control Products wwwbirdbusters.com s, Vaddi Long Legs" LOCATE 45 SHOWN or *� PER U INSTALL PER MAN FACT.D "FireFly" BIRD FLAPPER /DIVERTER LOCATED AS 6I -IOWN or PER MANUFACT. RECOMEND. - INSTALL PER MANUFACT. $714 WEATHERVANE (SIZE AND TYPE TO BE DETERMINED) ROOF DRAIN OVER -FLOW ALP 4: OVER -FLOW o ROOF DRAIN fN00F PLAN : I/ I G" = I'-0` F G Q F z a 0 w O ,, 00 t M w c� 00 C� U SO V1 00 N SHE, S � O , NrnC�P,�.�w 0 1WLU zQ o rr- 0 II i i <I I I �I E W Ol E7I C 0N0 � oI yarn a)00� �..ce) Cl) 0 FR y 0 LO LC) xF ; �D 2 Q slv.x:�s t .•,1 Q d LL REVISIONS• Cm @C4 s w� SAN E WAS OB GOON EXP 30 SEPT. 2004 PROJECT TITLE O z � 0 O [--+ O a, � O C7 U o w r-I O w z SHEET TITLE. ROOF PLAN AND DETAILS DRAWNRY SHEET' ace PROJECT #• 0317 A2.4 DATE" 23AUeO4 J r F- L 42" GUARDRAIL LAP SIDING z (5 45 50tIE� LOCATI W Qo NN LIVING ROOM L fill 5RD, 4 GATT BEDROOM ci W m DETAIL @ UNIT DECKS SCALE: 114" = I'-011 4211 GUARDRAIL (2nd ONLY) LAP BIDING LOC 'AT' (545 SOME LOCATI Ne N6) z O 0 z L (L cl < A LIVING ROOM Lm L LAP SIDING F BEDROOM I 42" GUARr-)RAIL - LAP SIDING (545 SOME LOCATIONS) zF LIVING ROOM 5RD. 4 5A-r-r 5EDRact-1 - 3rd f LK. *MOST LOCATIONS 4211 GUARDRAIL (2nd ONLY) DETAIL @ UNIT DECKS 1/411 = 1 1-011 0 z LAP 51DING (545 SOME LOCATIONS) (3 Lu L cl IvING ROOM 1 LAP SIDING BEDROOM - 15t * 2nd fLK *M05T LOCATIONS Lu ---- ------- ----- Lu U-2 LU j =A 12 ■L-2Km6 M92n" 111111111111 all limilillill BRD. 4 GATT RETURN - FULL HM BFV, 4 GATT. RETURN - FULL HT. AT ALL ILUMNS OR A 81m ❑ Ng Mai an, ❑ W ■ III NE is FULL PT. NOTE; REFER TO MATERIALS 50ARD FOR SAMPLES 4 COLORS CEMENTITICU6 LAIIG - PAINTED (,SW7032 WARM STONE or APPROVED) ENRO 4 BAIT. RETUR4 BOARD 4 BATTEN - PAINTED FULL HT. (8W7047 PORPOISE or APPROVED) ALL WINDOWS TO BE CREAM or ALMOND VINYL ALL FA5CIAAND TRIM TO BE FAINTED (BLU1020 BLACK FOX) COLUMNS TO 5E CEMENTITIOU6 SIDING - E" AEB PAINT TO MATCH (W/ STONE BASE e PORTICO) CORNER TRIM TO MATCH 5ODY COLOR ARCH COMP ROOF - 30 YR - WEATHERED WOOD BELLY -BAND TO BE FAINTED (SUJ7020 BLACK FOX) SLACK ALUMINUM RAILINGS ON ALL DECKS 4 GATT. RETURN . HT. 16AN ■ 1'-0 K-4-")t40RTW ELEVATION A8.1 SCALE: 111ro" • 11-011 Eli iffiNil rm—mm O l cow m - imom I.1 � I I iii WE MEIN MIMI WE JIME IN iii U II EAST ELEVATION @ ENTRY SCALE: 1/8" - I'-011 12 � 14 -OPTION- MARINE GRADE WINDOW HINGE TO OPEN OUT FOR CLEANING 12 ------------- ----- ---- EPA !m �m !m ■■ ■■ I E Itz, a 1114 Q W& ■ :mp,qmjj 04WAS1 no ms mils 1 r,�ll�lil'�III III I Illil!�I!I�IIII I�I�I AT ALL LUMNS = A r-17= Y=�Ir I � NOTES: 1, PROVIDE CLEAN -OUTS FOR CONCEALED DOWNSPOUTS IN PORTE- COCHERE COLUMNS, 2. PROVIDE GUTTER SACK -STOPS AT ALL LONG VALLEY RUN LOCATIONS, 3, GUTTER 4 DOWNSPOUT COLORS 70 BE APPROVED OR PAINTED (6W1020 BLACK FOX) 4. INSTALL GUTTER 'DE5RI5'GUARDS ON ALL GUTTERS. 5, PROVIDE WEATHERVANE FOR CUPOLA (APPROVED) 6, ALL DECKS TO HAVE APPROVED EPDXY MEMBRANE DECK COATING. 7. "REAL POST" or APPROVED COLUMNS CAN BE USED ON ALL PECKS, PER 15C SECTION 14063 (EXCEPTION 03). CONNECTION DETAILS 70 5E PROVIDED BY MANUFACT. AND /OR APPROVED 5*Y' STRUC7. ENGINEER. '� �Illlllll���llll�lllld IIIII�lllil'� �ill�l� II► I I I ■m MEW MEE III IIIIIII 5RD, 4 GATT. RETURN - FULL HT, Illll�ifnl Inllllllllll ® I �I IIIIIIIIIIIIIIII NO! TO M T'AO04 -2,x6 0 -I pq N 00 m 00 00 d) V) 00 00 �V) 00 CD u N COD cn Pte, 14� 2 0 0 co WN co r- 0 0) a) 00 :3 00 tn LO , N 10a) U) LO 'a "a < a- u- I REVISIONS EXP 30 5EFT. 2004 PROJECT TITLE. z 0 0 u O u 0 IT SHEET TITLE. EXTERIOR ELEVATIONS DRA,WN13Y SHEET. OCE PROJECT #: 0317 A3.1 7A`=F 15SLIP04 I F L I UILI.)INC4 � S.2 SCALE: 1/8" = 1' -0° II I 0 I I UNIT UNIT U BATE 0 UNIT UNIT U BATA II 0 II UNIT UNIT U BATA 3 5UILUINC3 t2t=- 3.2 SCALE: 1 /8" 1' -0" J/4.. Ca r-LIM III A WATER -PROOF ON e DINING - FINISH 3/4" T4G PLY 3/4" T4G PLY 2x 5T UCTURAL 1BALCONIES NOT REQUIRED J015T (SLO ED) TO BE RATED PER IBC TOP FLANGE 1406-3 (EXCEPTION 03) HANGER HARDI PANEL BEHIND HANGER 'Z' FLASH TOP 4 BTM MECHANICAL AREA D WALL TYPE 'B' 1/4" SLOPE (MIN) I/4" SLOPE (MIN) SZ 2 -' F [UNIT SITTING { CORRIDOR ATH O JR UNIT F3, AREA I ri1.117iiE',1rF1 I NOTE; TYP, ALL TOWERS ALF or ILF WING - RAISED AREA FROM PEAK TO .SITTING AREA SITTING AREA I I I�I III- 4 TAIR SECTION �v ( A3.2 SCALE: 1 /8" = 1' -0" O LOCATIONS WATER -PROOF 30 YR. ARCH. COMP. ROOF FINISH 5/8 CDX FLASHING (OVER TRIM) C�7 Ix3 HARDI TRIM SECTION os 3/4" TAG PLY 0 z 61-U-1-At-1 BM, PRE -F IN I SHED 2x TRUCTURA SILT, METAL GUTTER EAVE TYP (S OPED) z w N 1x12 HARDI FASCIA \ 1x3 HARDI TRIM 1/2" HARDI SOFFIT 2x2 HARDI TRIM W/ PRE- MANUF. H CONT, VENTING [� O BALCONIES NOT REQUIRED TO BE RATED PER IBC a 14063 (EXCEPTION 03) O NOTE: TOLUER SECTION SIM, AT ILF UNITS U 5 �3UIL INCA StC� I IV11 A3.2 SCALE: 1 16" PRE- MANUF. ROOF TRUSSES 8 ro WALL TYPE ELEVATOR 5HAF CONSTRUCTION PER MANUFACTU RECOMMEND. _ II ELEVATORI 6.21 SCALE: 1 /13" L x4 STUD WALL BRACE ?R MANUF. RECOMMEND, P.LAjY. LEDGE ON 2x4 STUD FRAMING PER'-' MANUFAC. RECOMMEND. GYP. BD. FACE (7� DETAIL MAID A3.21 SCALE: NOT TO SCALE CONTRACTOR TO SUBMIT MANUFACT, PRODUCT 4 INFORMATION TO ARCH. FOR APPROVAL. F u ATTACH TO WALL PER MANUFACT. ATTACH TO FLOOR or CONC. PER MANUFACT. - 4" MAX. UNDER BTM. RAIL - 4" MAX. (CENTER -TO- CENTER) BETWN. VERTICAL MEMBERS GUARDRAIL DETAIL A3.2 SCALE: 1/2" n 2 l BUILDING SECTION 3.21 SCALE: 1 /S" = 1' -0" �! MTL. FLASHING 'I SIM. PLATE 73 IN SMACNA MANUAL 12 PRE-ENGINEERED TRUSSES a 24" O.G. TYP. THROUGHOUT PET, R -30 GATT- INSULATION TYP. m ALL CEILINGS/ ROOF LOCATIONS B.O. TRUSS CHORD WHERE OCCURS —� R -19 GATT- INSULATION TYP. 6 ALL FLOOR/ CEILING LOCATIONS- 5,0. TRUSS CHORD WHERE OCCURS —� 5/8" TYPE 'X' GYP. BD. TYP. ROUGH OPENING, TYP. 2 X 6 STUDS 9) 16" O.G., TYP. R -19 GATT- INSULATION TYP. a1 ALL EXTERIOR WALLS — FINISHED FLOOR BARRIER OVER COMPAC GRAVEL AND E DORMER (TYP.) REFER TO PLAN AND ( ELEVATIONS FOR O LOCATIONS 30 YR. ARCH. COMP. ROOF - - — --, C�7 ON TRU55ES SECTION os ELEVAT 6.21 SCALE: 1 /13" L x4 STUD WALL BRACE ?R MANUF. RECOMMEND, P.LAjY. LEDGE ON 2x4 STUD FRAMING PER'-' MANUFAC. RECOMMEND. GYP. BD. FACE (7� DETAIL MAID A3.21 SCALE: NOT TO SCALE CONTRACTOR TO SUBMIT MANUFACT, PRODUCT 4 INFORMATION TO ARCH. FOR APPROVAL. F u ATTACH TO WALL PER MANUFACT. ATTACH TO FLOOR or CONC. PER MANUFACT. - 4" MAX. UNDER BTM. RAIL - 4" MAX. (CENTER -TO- CENTER) BETWN. VERTICAL MEMBERS GUARDRAIL DETAIL A3.2 SCALE: 1/2" n 2 l BUILDING SECTION 3.21 SCALE: 1 /S" = 1' -0" �! MTL. FLASHING 'I SIM. PLATE 73 IN SMACNA MANUAL 12 PRE-ENGINEERED TRUSSES a 24" O.G. TYP. THROUGHOUT PET, R -30 GATT- INSULATION TYP. m ALL CEILINGS/ ROOF LOCATIONS B.O. TRUSS CHORD WHERE OCCURS —� R -19 GATT- INSULATION TYP. 6 ALL FLOOR/ CEILING LOCATIONS- 5,0. TRUSS CHORD WHERE OCCURS —� 5/8" TYPE 'X' GYP. BD. TYP. ROUGH OPENING, TYP. 2 X 6 STUDS 9) 16" O.G., TYP. R -19 GATT- INSULATION TYP. a1 ALL EXTERIOR WALLS — FINISHED FLOOR BARRIER OVER COMPAC GRAVEL AND E DORMER (TYP.) REFER TO PLAN AND ELEVATIONS FOR O LOCATIONS 30 YR. ARCH. COMP. ROOF ON 15" ROOFING FELT ON 5/8" CDX PLY LUOOD C�7 ON TRU55ES 0 z w PRE -F IN I SHED ly SILT, METAL GUTTER EAVE TYP OVERHANG TYP. 0. O )PE CAN 1/4" PER I OUT z w PRE - MANUF. WD. TRUSS W/ 2 LAYERS OF 5/8" TYPE 'X' GYP BD ATTACHED TO UNDER SIDE - (R -30 INSULATION) - FLOOR/CEILING TYPE 'I' MECH /ELEC SPACE ONLY DAMPER IF PENETRATING I -HR ENVELOPE PER IBC 112 TRUSS BR4 � CORRIpO FINISH FLOOR REFER FIN. SCHED "G''PCRETE" ON 3/4" PL7WD ON 2x10'5 W/ 2 LAYERS 5/8" TYPE 'X' GYP BD ATTACHED TO BOTTOM OF 2X10'8 - FLOOR/CEILING TYPES' 1CT. MECH/ELEC 5PAC AS REC?'p TYPE 'B' iii 0- it O J z i z O a ONLY DAMPER IF PENETRATING I -Hf ENVELOPE - TYP. APPROV. SUSP. ACC. CEILING ORRIpO FINISH FLOOR AS REQ'D -1 LAYER 5/8" TYPE 'X' GYP BD ON FURRING CHANNEL ON 2x STUDS A 16" O.G. WITH BATT INSULATION W/ 5/8" TYPE 'X' GYP BD INSIDE FACE. - WALL TYPE 'A' - REFER WALL TYPES (WALL TYPE 'F' 50ME LOCATIONS) TENANT ROOtt -BASE PLATE - TYP. -BASE AS SCHED. - REFER FIN. SCHED "GYPCRE E" ON 3/4" PLYWD ON TJI'S W/ 2 LAYERS 1/2" TYPE 'X' GYP BD ATTACHED TO UNDER SIDE OF TJI'S FLOOR/CEILING TYPE '2' NOTE: SECOND FLOOR SIMIL R TO FIRST FLOOR (NOT SHOWN -1 LAYER 5/8" TYPE 'X' GYP BD ON FURRING CHANNEL ON 2x STUDS 4 16" O.C. WITH BATT INSULATION W/ 5/6" TYPE 'X' GYP BD INSIDE FACE. - WALL TYPE 'A' - REFER WALL TYPES (WALL TYPE 'F' SOME LOCATIONS) —BASE PLATE - TYP. BASE AS SCHED. - REFER FIN. SCHED. T`I'P. CORRIDOR to 4 FIRE PARTI1101 312 SCALE: 1" = 1' -0" �I LUALL TYPE 'A' PRE - MANUF. WD, TRUSS W/ 2 LAYERS OF 5/8" TYPE 'X' GYP BD ATTACHED TO UNDER 51DE - (R -30 INSULATION) - FLOOR/CEILING TYPE '1' (TOP FLOOR ONLY) FINISH FLOOR BA; REFER FIN. SCHED. REFER TO STRUCTURAL DETAIL FOR JOIST CONNECTION AND FOOTING LOCATIONS ONE NR. r-IRE 8'� 3.2 SCALE: 1" = 1' -0" TYPE 'X' GYP BD ?x STUDS m 16" O.C. PLATE - TYP. AS SCHED. - REFER FIN. SCHED. LUALL TYPE 'D' X410 o4-2`s:6 -1 W -• 000 m m 00 b m �O -., C) ao h o, O00 w 0 ,V) jom� In 0 U 4 1714 ViP� -i44 O .a O �C/:)O J W LU Q � � z¢ 0 � T E LU N (D O c aNp 00 m a�1 M 4 0 Lo Q (LuQ REVISIONS. 11- 4us / EXP 30 SEPT, 2004 PROJECT TITLE: O C�7 z w H [� O a 1 O L7 U a a d O U o un SHEET TITLE: BUILDING SECTIONS AND DETAILS DEAWNSY SHEET oCE � #: A3.2 0317 0317 DATE. 15SEP04 J r L TYP. I BED/ I BATH (ILF UNIT SCALE: 114" = 1 -0" J Q z A5.1 S CLOSET � T m 51_6n IIL T ENTRY 0 TYP, LAUNDRY CLOSET ALL ILF UNITS SCALE: 1/2" = P -0" 1—imm I M24" I �o 0 r17i1li ONE BI =DROOM ONE 5,4TH 115 5Q. FT. p z OLL- w COI SHOWER mZ Q r A5.I fIl A5. I BATH m ® Q CLOSET F1 J Z 61_211 61_�II Y \ / TYP. I BED/ I BATH (ILF UN U4.1 I SCALE: 11411 = I ' -0" BEDROOM 111.911 HEAD -WALL LIVING ROOM 61.11 81_/_11 PORCH vp �0 BEDROOM � 4 �+ Q III_mll `r S 0 41.211 CLOSET E 5.1 I S I I � I I I oo� O o A a A5. I N BATH � SAFE DRl 5.1 O CLOSET 8' -611 AS TYP. 2 BED /2 BATH (ILF UN SCALE: 114" = I ' -O / SHOWE $I_6u A5.1 ? Q CLOSET }u I p 5 C KITCHEN A5.1 ENTRY e � O BATH A5.1 61 _211 NOTES: 1, USE CHROME MOLD ING IN ROLL -IN SHOWERS A5 WATER STOP. 2, 5ATHROOM TIMER SWITCH - TO CONTROL NEAT LAMP. 3. PROVIDE AT LEAST ONE TOWEL RING IN 5ATHROOM, 4, INSTALL KICKPLATES AT UNIT ENTRY DOORS (10" 5RU5HED BRASS) 5. INSTALL DOOR KNOCKER W/ PEEP HOLES IN ALL UNIT ENTRY DOORS G , U5E 'TOLI' WOOD GRAIN FLOORING IN ALL 5ATHROOM5 AND ILF KITCHENS (or APPROVED) 7. ALL SINKS IN THE UNITS (INCLUD. KITCHEN) TO HAVE OVERFLOW. S. ALL ALF KITCHEN 5INK5 TO 5E TURNED 900 - LEVER ON LIVING AREA 51DE 9. MOUNT ALL MICRO -WAVES UNDER UPPER CA51NET5 10. ALL ILF UNITS WITH WA5H /DRY HOOK -UPS - TO HAVE FLOOR DRAIN. II. ALL 51GNIFICANT DRY -WALL CORNERS TO 5E 5ULL- N05ED. 12, SEAL OR GASKET ALL THRU -WALL UNITS TO PREVENT GAPS 8 LEAKS. 13, PROVIDE WALL 5AFE5 IN ALL ILF 1 & 2 5R UNITS, 14, DRY -WALL CORNERS AT WINDOWS TO 5E SQUARE, 15. 5LOCKING ONLY FOR GRA5 -5AR5 5EHIND THE TOILETS IN RESIDENT UNITS - GRA5 -5AR TO 5E INSTALLED IF REQUESTED BY RESIDENT HEAD -WALL Al /11 TWO BI =DROOM TWO BATH 955 50. FT, CLOSET n E �+1 BEDROOM _ LIVING ROOM S N BEDROOM 9 141.111 HEAD -WALL TYP. 2 BED /2 BATH (ILF UNIT) A4, I J SCALE: 114" = 1' -0" PORCH I w cn 4) 0 00 J� m p 00 U h00 O ^n N V) U5 O fm U3 cm J LJ__I L Lj ry- z � d E w m 0 0 w N 00 C OD � O [D cy �� � EL LL REVISIONS• t - EXP -O SEf'T: 2004 PROJECT TITLE. 0 PORCH o- .9 all IO III_�II m LIVING ROOM 121_/_11 U A5.1 F r TWO BEDROOM CARPE TWO 514TH BEDROOM e25 5Q. FT. p DESK Q ' ENTRY W U - 0 eC I I 2 =� 11 W BATH � e O �-� a W� z � / E \ 21 11 u } KITCHEN L BEDROOM � 4 �+ Q III_mll `r S 0 41.211 CLOSET E 5.1 I S I I � I I I oo� O o A a A5. I N BATH � SAFE DRl 5.1 O CLOSET 8' -611 AS TYP. 2 BED /2 BATH (ILF UN SCALE: 114" = I ' -O / SHOWE $I_6u A5.1 ? Q CLOSET }u I p 5 C KITCHEN A5.1 ENTRY e � O BATH A5.1 61 _211 NOTES: 1, USE CHROME MOLD ING IN ROLL -IN SHOWERS A5 WATER STOP. 2, 5ATHROOM TIMER SWITCH - TO CONTROL NEAT LAMP. 3. PROVIDE AT LEAST ONE TOWEL RING IN 5ATHROOM, 4, INSTALL KICKPLATES AT UNIT ENTRY DOORS (10" 5RU5HED BRASS) 5. INSTALL DOOR KNOCKER W/ PEEP HOLES IN ALL UNIT ENTRY DOORS G , U5E 'TOLI' WOOD GRAIN FLOORING IN ALL 5ATHROOM5 AND ILF KITCHENS (or APPROVED) 7. ALL SINKS IN THE UNITS (INCLUD. KITCHEN) TO HAVE OVERFLOW. S. ALL ALF KITCHEN 5INK5 TO 5E TURNED 900 - LEVER ON LIVING AREA 51DE 9. MOUNT ALL MICRO -WAVES UNDER UPPER CA51NET5 10. ALL ILF UNITS WITH WA5H /DRY HOOK -UPS - TO HAVE FLOOR DRAIN. II. ALL 51GNIFICANT DRY -WALL CORNERS TO 5E 5ULL- N05ED. 12, SEAL OR GASKET ALL THRU -WALL UNITS TO PREVENT GAPS 8 LEAKS. 13, PROVIDE WALL 5AFE5 IN ALL ILF 1 & 2 5R UNITS, 14, DRY -WALL CORNERS AT WINDOWS TO 5E SQUARE, 15. 5LOCKING ONLY FOR GRA5 -5AR5 5EHIND THE TOILETS IN RESIDENT UNITS - GRA5 -5AR TO 5E INSTALLED IF REQUESTED BY RESIDENT HEAD -WALL Al /11 TWO BI =DROOM TWO BATH 955 50. FT, CLOSET n E �+1 BEDROOM _ LIVING ROOM S N BEDROOM 9 141.111 HEAD -WALL TYP. 2 BED /2 BATH (ILF UNIT) A4, I J SCALE: 114" = 1' -0" PORCH I w cn 4) 0 00 J� m p 00 U h00 O ^n N V) U5 O fm U3 cm J LJ__I L Lj ry- z � d E w m 0 0 w N 00 C OD � O [D cy �� � EL LL REVISIONS• t - EXP -O SEf'T: 2004 PROJECT TITLE. 0 o- CLOSET IO m U A5.1 F r 0 CARPE VINYL H o IV ' ENTRY (� U - 0 BATH a a 6 � � F f U -BARS BEHIND BLK. FOR GRAB TOILETS IN UNITS - DO NOT ENLARGED FLOOR PLANS INSTALL ILF WING DRAWNSY SHEET: BEDROOM � 4 �+ Q III_mll `r S 0 41.211 CLOSET E 5.1 I S I I � I I I oo� O o A a A5. I N BATH � SAFE DRl 5.1 O CLOSET 8' -611 AS TYP. 2 BED /2 BATH (ILF UN SCALE: 114" = I ' -O / SHOWE $I_6u A5.1 ? Q CLOSET }u I p 5 C KITCHEN A5.1 ENTRY e � O BATH A5.1 61 _211 NOTES: 1, USE CHROME MOLD ING IN ROLL -IN SHOWERS A5 WATER STOP. 2, 5ATHROOM TIMER SWITCH - TO CONTROL NEAT LAMP. 3. PROVIDE AT LEAST ONE TOWEL RING IN 5ATHROOM, 4, INSTALL KICKPLATES AT UNIT ENTRY DOORS (10" 5RU5HED BRASS) 5. INSTALL DOOR KNOCKER W/ PEEP HOLES IN ALL UNIT ENTRY DOORS G , U5E 'TOLI' WOOD GRAIN FLOORING IN ALL 5ATHROOM5 AND ILF KITCHENS (or APPROVED) 7. ALL SINKS IN THE UNITS (INCLUD. KITCHEN) TO HAVE OVERFLOW. S. ALL ALF KITCHEN 5INK5 TO 5E TURNED 900 - LEVER ON LIVING AREA 51DE 9. MOUNT ALL MICRO -WAVES UNDER UPPER CA51NET5 10. ALL ILF UNITS WITH WA5H /DRY HOOK -UPS - TO HAVE FLOOR DRAIN. II. ALL 51GNIFICANT DRY -WALL CORNERS TO 5E 5ULL- N05ED. 12, SEAL OR GASKET ALL THRU -WALL UNITS TO PREVENT GAPS 8 LEAKS. 13, PROVIDE WALL 5AFE5 IN ALL ILF 1 & 2 5R UNITS, 14, DRY -WALL CORNERS AT WINDOWS TO 5E SQUARE, 15. 5LOCKING ONLY FOR GRA5 -5AR5 5EHIND THE TOILETS IN RESIDENT UNITS - GRA5 -5AR TO 5E INSTALLED IF REQUESTED BY RESIDENT HEAD -WALL Al /11 TWO BI =DROOM TWO BATH 955 50. FT, CLOSET n E �+1 BEDROOM _ LIVING ROOM S N BEDROOM 9 141.111 HEAD -WALL TYP. 2 BED /2 BATH (ILF UNIT) A4, I J SCALE: 114" = 1' -0" PORCH I w cn 4) 0 00 J� m p 00 U h00 O ^n N V) U5 O fm U3 cm J LJ__I L Lj ry- z � d E w m 0 0 w N 00 C OD � O [D cy �� � EL LL REVISIONS• t - EXP -O SEf'T: 2004 PROJECT TITLE. 0 z 0 H o a ' O (� U a a � U Z SHEET TITLE: ENLARGED FLOOR PLANS ILF WING DRAWNSY SHEET: ace PROJECT #. A 4.1 0317 DATE. 15SEP04 r a LIVING ROOM LIVING ROOM HEAD -WALL Q CLOSET D A5, 1 4 w 13141 c z BEDROOM 1430 (TWO OC _UP) ONE 5EC ONE 5AT 540 SQ, I 10' -6" 41_011 61.211 21_pll 1 7_911 .J IB43p(RTWO OCCUP) U > A5.I AS.I 21_9 G BATH //�` EO CLOSET l © 1- D A5 I D O U e A5 I CLOSET ARPE VINYL ONE BEDROOM ©� ONE BATH A5.1 ° ENTRY 540 SQ. FT. BATH Ili 51_/_11 ON c O B ENTR7 , I KITCHEN A5, I �x BLK. FOR GRAB -BARS BEHIND 0 TOILETS IN UNITS - DO NOT - - 4 -N INSTALL f�rKics 51.011 CLOSET-7 KITCHEN ONE BEDROOM ONE BATH 488 SQ. FT. TYP. I BED/ I BATh (ALF UNITS SCALE: 114" = 1 1_011 ENTRY LLI a Ill O Q Mo Z CLOSET rA z BEDROOM 0- BOTH 0 r 1 1300 CONE OCCUP) d V w q �wr } A5. o O Z s -A5 � 5 w HEAP -WALL CLOSE I H --------- - - - - -- TYP. I BED/ I BATh (ALF UN 51_All sT- O ENTRY �A 5I �� v ENTRY E A5.1 A5.1 E ^' 11 m 4 T_e� } A5. I BATH BATH A5. I 51_Igll �� /_1.211 61-211 6' -1011 RE RIG" :] U *I 4 Y I A5.1 m CLOSET A5.1 A5.1 CLOSET m STUD 10 3ro3 SQ. FT. 141 _ /_ I1 131.011 CJ LIVING / BEDROOM BEDROOM 4 4 1560 (TWO OCCUP) LIVING ROOM LIVING ROOM 611 121.611 N B ONE BEDROOM A5.1 ONE BATH 2 S FT BEDROOM 1420 (TWO � ri II' -6" `A z z 1112 5 u Y w w O @A5. e REF IG A5.1 U v V REORIG D CARPET vINO A5,) E � E CLOSET `9 CLOSET ° ' ENTRY A5. I = 61 011 BATH U A5•I A - A 5 I T1_�u 51_011 BLK FOR GRAB -BARS BEHIND TOILETS IN UNITS - p0 NOT INSTALL BLK. FOR GRAB -BARS BEHIND TOILETS IN UNITS - DO NOT y INSTALL TYP. 5TUD10 (ALF UNITS SCALE: 1/4" = 1'-0" A4.2 SCALE: 1/4" = 1'-0" 1 - L -- z REFRIG _ _ KITCHEN B A5. I ONE BEDROOM j ONE BATH 530 SQ, FT, LIVING ROOM BEDROOM 1480 (TWO OCCUP) LIVING ROOM m 101_611 111.011 ONE BEDROOM ONE BATH EO 505 SQ. FT. w u U51_611 CARPET REF INYL p e O A5.1 ° D A5. I BATH A O CLOSET T A5. I I 1', 51.011 � 117 NOTES: I. USE CHROME MOLDING IN ROLL. -IN BHOWERS AB WATER STOP. 2. BATHROOM TIMER SWITCH - TO CONTROL NEAT LAMP. 3. PROVIDE AT LEAST ONE TOWEL RING IN 5ATHROOM. 4. INSTALL KICKPLATES AT UNIT ENTRY DOORS (10" 5RU6HED 5RA55) 5. INSTALL DOOR KNOCKER W/ PEEP HOLES IN ALL UNIT ENTRY DOORS (o. USE 'TOLI' WOOD GRAIN FLOORING IN ALL 5ATHROOM5 AND ILF KITCHENS (or APPROVED) 7. ALL SINKS IN THE UNITS (INCLUD. KITCHEN) TO HAVE OVERFLOW. S. ALL ALF KITCHEN SINKS TO 5E TURNED 900 - LEVER ON LIVING AREA SIDE 9. MOUNT ALL MICRO -WAVES UNDER UPPER CABINETS 10, ALL ILF UNITS WITH WASH /DRY NOOK -UPS - TO HAVE FLOOR DRAIN, I. ALL SIGNIFICANT DRY -WALL CORNERS TO 5E 5ULL- NO5ED. 12. SEAL OR GASKET ALL THRU -WALL UNITS TO PREVENT GAP5 8 LEAKS, 13, PROVIDE WALL SAFES IN ALL ILF 1 & 2 5R UNITS. 14, DRY -WALL CORNERS AT WINDOWS TO 5E SQUARE. 15. 5LOCKING ONLY FOR GRA5 -15AR6 5EHIND THE TOILETS IN RESIDENT UNITS - GRAB -BAR TO 5E INSTALLED IF REQUESTED 5Y RESIDENT BLK. FOR GRAB -BARS BEHIND TOILETS IN UNITS - DO NOT 61_411 INSTALL A ENTRY A5.1 CAT.11 BATH } 61.211 e A5.1 CLOSET H1 11_1 II BEDROOM 1560 (TWO OCCUP) D S CLOSET n OTCHEN 4' -0', A5.1 N 81 _ 011 ONE BEDROOM ONE BATH 530 SQ. FT. LIVING ROOM 12' -011 TYP. 5TUD10 (ALF UN SCALE: 114" = I -0" Ll_� '2x:004 -2 -i6 F d' H O w 0000 rnC� 00 go o ,.� v1 U� N V]w 0 wrn 04 UJ -' 1 I 1 1 i I i i i E w m M C oNp ()0 cyL0 -' t�A p LO 18 * Lc) v CL o f% R REVISIONS. M EXP 30 SEPT. 2004 PROJECT TITLE: O C�7 � 3 z E-1 O V O � a a b SHEET TITLE: ENLARGED FLOOR PLANS ALF WING DRAWNBY SHEET' ccs PROJECT #: 0317 A4.2 DATE: 153HPD4 I I � 4 Q q = W z z z 1112 5 u Y w w O @A5. e REF IG A5.1 U v V REORIG D CARPET vINO A5,) E � E CLOSET `9 CLOSET ° ' ENTRY A5. I = 61 011 BATH U A5•I A - A 5 I T1_�u 51_011 BLK FOR GRAB -BARS BEHIND TOILETS IN UNITS - p0 NOT INSTALL BLK. FOR GRAB -BARS BEHIND TOILETS IN UNITS - DO NOT y INSTALL TYP. 5TUD10 (ALF UNITS SCALE: 1/4" = 1'-0" A4.2 SCALE: 1/4" = 1'-0" 1 - L -- z REFRIG _ _ KITCHEN B A5. I ONE BEDROOM j ONE BATH 530 SQ, FT, LIVING ROOM BEDROOM 1480 (TWO OCCUP) LIVING ROOM m 101_611 111.011 ONE BEDROOM ONE BATH EO 505 SQ. FT. w u U51_611 CARPET REF INYL p e O A5.1 ° D A5. I BATH A O CLOSET T A5. I I 1', 51.011 � 117 NOTES: I. USE CHROME MOLDING IN ROLL. -IN BHOWERS AB WATER STOP. 2. BATHROOM TIMER SWITCH - TO CONTROL NEAT LAMP. 3. PROVIDE AT LEAST ONE TOWEL RING IN 5ATHROOM. 4. INSTALL KICKPLATES AT UNIT ENTRY DOORS (10" 5RU6HED 5RA55) 5. INSTALL DOOR KNOCKER W/ PEEP HOLES IN ALL UNIT ENTRY DOORS (o. USE 'TOLI' WOOD GRAIN FLOORING IN ALL 5ATHROOM5 AND ILF KITCHENS (or APPROVED) 7. ALL SINKS IN THE UNITS (INCLUD. KITCHEN) TO HAVE OVERFLOW. S. ALL ALF KITCHEN SINKS TO 5E TURNED 900 - LEVER ON LIVING AREA SIDE 9. MOUNT ALL MICRO -WAVES UNDER UPPER CABINETS 10, ALL ILF UNITS WITH WASH /DRY NOOK -UPS - TO HAVE FLOOR DRAIN, I. ALL SIGNIFICANT DRY -WALL CORNERS TO 5E 5ULL- NO5ED. 12. SEAL OR GASKET ALL THRU -WALL UNITS TO PREVENT GAP5 8 LEAKS, 13, PROVIDE WALL SAFES IN ALL ILF 1 & 2 5R UNITS. 14, DRY -WALL CORNERS AT WINDOWS TO 5E SQUARE. 15. 5LOCKING ONLY FOR GRA5 -15AR6 5EHIND THE TOILETS IN RESIDENT UNITS - GRAB -BAR TO 5E INSTALLED IF REQUESTED 5Y RESIDENT BLK. FOR GRAB -BARS BEHIND TOILETS IN UNITS - DO NOT 61_411 INSTALL A ENTRY A5.1 CAT.11 BATH } 61.211 e A5.1 CLOSET H1 11_1 II BEDROOM 1560 (TWO OCCUP) D S CLOSET n OTCHEN 4' -0', A5.1 N 81 _ 011 ONE BEDROOM ONE BATH 530 SQ. FT. LIVING ROOM 12' -011 TYP. 5TUD10 (ALF UN SCALE: 114" = I -0" Ll_� '2x:004 -2 -i6 F d' H O w 0000 rnC� 00 go o ,.� v1 U� N V]w 0 wrn 04 UJ -' 1 I 1 1 i I i i i E w m M C oNp ()0 cyL0 -' t�A p LO 18 * Lc) v CL o f% R REVISIONS. M EXP 30 SEPT. 2004 PROJECT TITLE: O C�7 � 3 z E-1 O V O � a a b SHEET TITLE: ENLARGED FLOOR PLANS ALF WING DRAWNBY SHEET' ccs PROJECT #: 0317 A4.2 DATE: 153HPD4 I I r P. LAM. AD WOOD MANTLE SHELvIN N 0 OFFE _ AKE 12x12 TILE SURRO ND F.P. AT APPROX. 0 1' -0" OFF FLOOR 0 - PLACE ni /ru ai_nn JANITOR'J NOTE: MAILBOXES TO BE NUMBERED SAME AS UNIT NUMBERS LAM. PLAM LEDGE BACKSPLASH OVER MAIL BOXES 4' WAINSCOT Im 4' WAINSCOT ET ON TOP -U OF COVE BASE MAILBOXES OUTGOING 4 " GRAB w 36" GRA VERIFY TOTAL BAR p = BAR DISP. J e L1 j' o V VI N CO v -0" 18" BASE AS TWO WALLS OF BOXES L� T.P. DISP. MAX. MAX. CLEAR, 8' -6" I. SCHED. A5 REQ'D UPPER = I' -0" DEEP 5E A5 SCHED. COVE BASE LOWER = 2' -0" DEEP FIREFL�4CE5 2 DINING R001„1 3 J�4N. CLO5. (T'I'P) 1% -TAIL 5OXE6 PUBLIC - TOILET CT�'i�J A5.1 SCALE: 1/4 - I'-011 A5.1 SCALE: 1/4 - 1'-01' A5.1 SCALE: 1/4 - I -0 45.1 SCALE: 1/4 - 1 -0 45.1 SCALE: 1/4 - 1 -0 P. LAM, CAB. W/ 0" MIN ADJ. SHELVES, P. LAM. CAB. W/ ADJ. LOCKS TYP. SHELVES, LOCKS TYP. UPPER 0' DEEP UPPER - I' -0" DEEP 7-\- S = F�E N 6 G 2' -0" 8 DATA 40" ! POWER - - - KNEE LOCATION N SPACE / 6" A LOW R = 2'-0" DEEP LOWER = 2' -0" DEEP � 1IED ICAL R001„I SAW SCALE: 1/411 = 11 -011 SINK- U PACE =2 4" SKIRT 1� FLANT 222 A5.1 SCALE: 1/4" = 1' -0" PLAM. CABINETS W/ PLAM, GAB. W/ ADJ. SHELVING IQ FULL RROR T I I T I I T /� I I 10" DEEP, P.L M. SHELF a BEHIND SHAM 00 SINK SHAM 00 SINK - - N LOWER = T -O" DEEP 5' -6" UPPER = 1' -0" PEEP BASE A5 5 4 L ON SCHED. SCALE: 1/4" = 1' -0" in N LOWER = 2' -0" DEEP 15 WORG ROOI„1 X5.1 SCALE: 1/4" = 1' -0" 22 PLANTER A5.1 SCALE: I" = 1' -0" RECESS AP k TRIM PLAM. ISLAND TABLE - SUPPORT AS REO'D T15f EEPLAM. PANEL ACE FACE N MIND 1' -6" 6' -0" 23 GENERAL STORE A5.1 SCALE: 1/4" = 11 -011 SASE VERIFY FURNITURE SIZE W/ ARCHITECT AND SUPPLIER l�0 800<G?45E A5.1 SCALE: 1/4" = 1' -0" VERIFY LOCATIONS MEDICINE MEDICINE CABINET - CABINET NEXT TO SINK (MOUNT IN ALF UNITS MIRROR (COORDINATE W/ ELEC.) 24' x 36' 36" GRAB j BAR T.P. DISP, ro N � N WRAP ALL PIPES A la" W/ PROTECTIVE M4<, CLEAR COVER, TYP, COVE BASE UNIT RESTROVII A5.1 SCALE: 1/4" = 1' -0" FURNITURE ED TO LO 1 I►/:Vf4 " CABINETS SHELVES STAFF LOUNGE SCALE: 1/4" = 1' -0" OK j FURRED -OUT 3 WALL BEHIND DRYERS (TO W HIDE DRYER VENT HOSE) 4'-0 HAND -WASH � SINK PLAM. C� DRYE a O V O N DETAIL a DRYERS RESIDENT LAUNDRY 45.1 SCALE: I/4" = 1' -0" UPPER = 1' -0" DEEP P. LAM, ADJ SHELVING - LOCKABLE CAB 8 DRAWER PROVIDE CEILING MNT PRIVACY CRTN. 6 TOILET P. LAM. CAB. WAINSC T W/ ADJ. MIRROR SHELVES, LOCKS, v m WRAP ALL PIPES W/ PROTECTIVE COVER, TYP. \_�C-1:aLiR COVE BASE 1'i1 5 4THER A5.11 SCALE: 1/4" = 11 -0" ROUND CRNER (TYP) 8 N N TYP. THREE WALLS BASE AS SCHED. 24 GENERAL STORE A5.1 SCALE: 111 = 11 -011 PLAM. CABINETS W/ II PLAM CABINETS W/ ADJ. SHELVING 2 -� 2 -0 3 -O ADJ. SHELVING 2 2' -0 3 -O II - LOCKABLE N IN - DRAWE C. LIGHT U.G. LIGHT 42" GRAB 0 REMOVABLE BAR -� CAB. AND -= T.P. D15P. _ BASE (TYP) - REFRIG REFRIG 9 OPEN N COVE BASE 6" 2'_O" I 3' -0" BASE AS_6 "� 2'_0" d k� SCHED k -T �/ 2' -0" DEEP �/� 2' -0" DEEP T I F I CAL ROOD I ( ALF) ADA ACCESSIBLE ROOMS / 1 45.1 SCALE: 1/4' 1' -0" II iY�i7Y PLAM. COUNTER LOCKABLE CAB KNEE KNEE SPACE l ATA SPACE ER PAPER TOWEL D 15P. (MOUNT 6 A.F.F.) - QX WRAP ALL PIPES W/ PROTECTIVE COVER, TYP. PLAM, SPLAS" ALL (3) WALLS P. LAM CASEWORK (TYP. FOR ALL CASEWORK) x6 WOOD CAP TYP. W/ 2" BUL -NOSE EDGE ALL KNEE v O SPACE BASE A5 SCHED. F.E.C. (71'F'.) 45.1 SCALE: 1/4" = I' -0" UPPER = 1' -0" DEEP r;II I I N LOCKABLE C' G PHONE _ DRWRS DATA " POWER N KNEE - S SPACE - N X I' -6" 6" LOWER 2' -0" DEEP �S COl`�IPUTE R 112 �g ACTIVITY 201 A5.1 SCALE: 1" = I' -0" A5.1 SCALE: 1/4" = 1' -0" 1--IOSPITALITY SCALE: 1/4" 1' -0" PLAM. CABINETS W/ p_6" P LAM CASEWORK (TYP FOR AL CASEWORK) - Ix6 .1.100D CAP TYP. W/ " B LLN05E EDGE - 2" WOOD BULLNOSE 9 LPLAM KNEE (COLOR 2) Fi� cen e RECEPT ION SCALE: 1/4" = I' -0" R LAM, CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TYP. LAM. BACKSPLASH SET ON TOP OF COVE _ BASE S - LU5HING SINK WASH B BA51N S SPACE - 6" COVE BASE 501LED UTIL. (51m.) SCALE: 114" = 1' -0" S UPPER = I' -0" DEEP LOWER = 2' -0" DEEP OPEN SHELVING FOR CHARTS U.G. LIGHT r ry BULLNOSE EDGE � - r _ _ e SPACE SPNACE v 1 3' -6" I' -6" I 3' -6" 11'_6" 1. CHART SCALE: 1/4" _ P LAM. CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TY-F. PLAM. ISLAND TABLE - SUPPORT AS REO'D a) - - - - - q DISH - _ 5 5 - - OXYGEN WASH - - - - N - - N 5 _Ou 11_6" �4CTIVIT`I' 201 - <TC1-IEN 21 LAUNDRY1 153 I SCALE: 1/4" = 1' -011 45.1 SCALE: 1/4" = 1' -0" GENERAL NOTE &: DECORATIVE LIGHT FIXT. (TYP) VERIFY I 1• ALL CASEWORK 5 PLASTIC LAMINATE Ea.� Ea, OR WOOD A5 SPECIFIED - UNLESS NOTED �rm� 6 � /I /I �� OTHERWISE °nom 2. COLOR AND MIANUFACT. TO 5E VERIFIED WITH THE ARCHITECT. 3, ALL UPPER CA55. W/ TWO (2) ADJUST. SHELVES �O =0 4. ALL LOWER W/ A DRAWER AND GABS. W/ ONE (1) a =? e ADJUST. SHED AND 4" PLAM, BACKSPLASH - o UNLESS NOTED OTHERWISE BASE AS 5 ALL LOWER CABINETS 24" DEEP - ALL UPPER SCHED. NOTE: CABINETS 12" DEEP - UNLESS NOTED OTHERWISE. WD. PANEL TO MATCH CABNT, FACES TRIM e PILASTERS To BE DRK NURSE C�4LL ro THE MAL PROTECT ALL EXPOSED PLUMBING ADJ. SHELVING 2' pE P S II LOCKABLE N OOD - DRAWER SINK 1 SINK 0 U.G. LIGH PLAM. 45° ANG, 1 45° ANG. COUNTER 0 S 9 KNEE - SPACE REMOVABLE C ELEVATION FROM GAB. AND LIVING ROOM BASE (TYP) 0" 2' -6" 1' -6" 2' -O" UNDER- COUNTER 2' -0" DEEP /� j�/� / 2' -0" DEEP TYP I CAL ROO' I \ I LF� REMOVABLE FRONT AT SINK LOCATION FOR ADA ACCESS SCALE: 1/4" = I' -0" 2� R A5.1 SCALE: 1/411 1' -011 PIPES. C°cENEFyAL NOTES - FJRNITJRE: SHELF HANGER 1, ALL FURNITURE SHALL MEET FLAME SPREAD ROD REQUIREMENTS, x BRACING - 2. ALL SEATING AND T,45LE5 SHALL MEET THE N - - -_ _ ot REQUfREMENT5 SET FORTH IN WAC 51 -40 SEC. 110(c SAFE OPTIONAL n CLF UNITS HANGER ROD n i ONLY) L-1 __� v �L 1`� FRONT ELEVATION 5" ELEVATION 3' -0 3' -0 POCKET 32" MIN. D TYP, CL05ET ADA APPROVED A5.1 SCALE: 1/4" ■ 1' -0" DOOR HARDWARE I I NOTE: 0 VERIFY ALL SAFE LOCATIONS IN ILF UNITS. INSTALL IN CLOSETS BELOW LOWER SHELF BRACKETS, ELEVATION POCKET POOR AT TENANT BATH / (LOS 3' -0" 3' -0" 1. SHELF (TYP) 32" MIN. A FRONT ELEVATION SIDE ELEVATION TYP. P,4NTi�Y A5.1 SCALE: 1/4" = 1' -0" ADA APPROVED DOOR HARDWARE BLOCKING " MIN. POCKET DOOR PLAN / SECTION AT TENANT BATH / (LOS DET741L - POC<ET DOOR .1 SCALE: N.T.S. NOTE: UNDER -CUT DOOR 1 -1/2" FOR VENTILATION H F 0 -1 w yo 00 0 U W i7 C) O O u a� N 0 N VJ C41 Rai ■ 1 0 E W N C'1 O U) c N coo c co :�to cy Lo M you) QD LL REVISIONS: EXP 30 SEPT, 2004 PROJECT TITLE: O c�7 � 3 z 0 H a \z/ O F--I � a a O rj u 111 0 on SHEET TITLE: INTERIOR ELEVATIONS AND DETAILS DRAWN BY SHEET: cats I%Omcza. 0317 A5.1 DATE: 15SEPN J li 5 s v NOTE: MAILBOXES TO BE NUMBERED SAME AS UNIT NUMBERS LAM. PLAM LEDGE BACKSPLASH OVER MAIL BOXES 4' WAINSCOT Im 4' WAINSCOT ET ON TOP -U OF COVE BASE MAILBOXES OUTGOING 4 " GRAB w 36" GRA VERIFY TOTAL BAR p = BAR DISP. J e L1 j' o V VI N CO v -0" 18" BASE AS TWO WALLS OF BOXES L� T.P. DISP. MAX. MAX. CLEAR, 8' -6" I. SCHED. A5 REQ'D UPPER = I' -0" DEEP 5E A5 SCHED. COVE BASE LOWER = 2' -0" DEEP FIREFL�4CE5 2 DINING R001„1 3 J�4N. CLO5. (T'I'P) 1% -TAIL 5OXE6 PUBLIC - TOILET CT�'i�J A5.1 SCALE: 1/4 - I'-011 A5.1 SCALE: 1/4 - 1'-01' A5.1 SCALE: 1/4 - I -0 45.1 SCALE: 1/4 - 1 -0 45.1 SCALE: 1/4 - 1 -0 P. LAM, CAB. W/ 0" MIN ADJ. SHELVES, P. LAM. CAB. W/ ADJ. LOCKS TYP. SHELVES, LOCKS TYP. UPPER 0' DEEP UPPER - I' -0" DEEP 7-\- S = F�E N 6 G 2' -0" 8 DATA 40" ! POWER - - - KNEE LOCATION N SPACE / 6" A LOW R = 2'-0" DEEP LOWER = 2' -0" DEEP � 1IED ICAL R001„I SAW SCALE: 1/411 = 11 -011 SINK- U PACE =2 4" SKIRT 1� FLANT 222 A5.1 SCALE: 1/4" = 1' -0" PLAM. CABINETS W/ PLAM, GAB. W/ ADJ. SHELVING IQ FULL RROR T I I T I I T /� I I 10" DEEP, P.L M. SHELF a BEHIND SHAM 00 SINK SHAM 00 SINK - - N LOWER = T -O" DEEP 5' -6" UPPER = 1' -0" PEEP BASE A5 5 4 L ON SCHED. SCALE: 1/4" = 1' -0" in N LOWER = 2' -0" DEEP 15 WORG ROOI„1 X5.1 SCALE: 1/4" = 1' -0" 22 PLANTER A5.1 SCALE: I" = 1' -0" RECESS AP k TRIM PLAM. ISLAND TABLE - SUPPORT AS REO'D T15f EEPLAM. PANEL ACE FACE N MIND 1' -6" 6' -0" 23 GENERAL STORE A5.1 SCALE: 1/4" = 11 -011 SASE VERIFY FURNITURE SIZE W/ ARCHITECT AND SUPPLIER l�0 800<G?45E A5.1 SCALE: 1/4" = 1' -0" VERIFY LOCATIONS MEDICINE MEDICINE CABINET - CABINET NEXT TO SINK (MOUNT IN ALF UNITS MIRROR (COORDINATE W/ ELEC.) 24' x 36' 36" GRAB j BAR T.P. DISP, ro N � N WRAP ALL PIPES A la" W/ PROTECTIVE M4<, CLEAR COVER, TYP, COVE BASE UNIT RESTROVII A5.1 SCALE: 1/4" = 1' -0" FURNITURE ED TO LO 1 I►/:Vf4 " CABINETS SHELVES STAFF LOUNGE SCALE: 1/4" = 1' -0" OK j FURRED -OUT 3 WALL BEHIND DRYERS (TO W HIDE DRYER VENT HOSE) 4'-0 HAND -WASH � SINK PLAM. C� DRYE a O V O N DETAIL a DRYERS RESIDENT LAUNDRY 45.1 SCALE: I/4" = 1' -0" UPPER = 1' -0" DEEP P. LAM, ADJ SHELVING - LOCKABLE CAB 8 DRAWER PROVIDE CEILING MNT PRIVACY CRTN. 6 TOILET P. LAM. CAB. WAINSC T W/ ADJ. MIRROR SHELVES, LOCKS, v m WRAP ALL PIPES W/ PROTECTIVE COVER, TYP. \_�C-1:aLiR COVE BASE 1'i1 5 4THER A5.11 SCALE: 1/4" = 11 -0" ROUND CRNER (TYP) 8 N N TYP. THREE WALLS BASE AS SCHED. 24 GENERAL STORE A5.1 SCALE: 111 = 11 -011 PLAM. CABINETS W/ II PLAM CABINETS W/ ADJ. SHELVING 2 -� 2 -0 3 -O ADJ. SHELVING 2 2' -0 3 -O II - LOCKABLE N IN - DRAWE C. LIGHT U.G. LIGHT 42" GRAB 0 REMOVABLE BAR -� CAB. AND -= T.P. D15P. _ BASE (TYP) - REFRIG REFRIG 9 OPEN N COVE BASE 6" 2'_O" I 3' -0" BASE AS_6 "� 2'_0" d k� SCHED k -T �/ 2' -0" DEEP �/� 2' -0" DEEP T I F I CAL ROOD I ( ALF) ADA ACCESSIBLE ROOMS / 1 45.1 SCALE: 1/4' 1' -0" II iY�i7Y PLAM. COUNTER LOCKABLE CAB KNEE KNEE SPACE l ATA SPACE ER PAPER TOWEL D 15P. (MOUNT 6 A.F.F.) - QX WRAP ALL PIPES W/ PROTECTIVE COVER, TYP. PLAM, SPLAS" ALL (3) WALLS P. LAM CASEWORK (TYP. FOR ALL CASEWORK) x6 WOOD CAP TYP. W/ 2" BUL -NOSE EDGE ALL KNEE v O SPACE BASE A5 SCHED. F.E.C. (71'F'.) 45.1 SCALE: 1/4" = I' -0" UPPER = 1' -0" DEEP r;II I I N LOCKABLE C' G PHONE _ DRWRS DATA " POWER N KNEE - S SPACE - N X I' -6" 6" LOWER 2' -0" DEEP �S COl`�IPUTE R 112 �g ACTIVITY 201 A5.1 SCALE: 1" = I' -0" A5.1 SCALE: 1/4" = 1' -0" 1--IOSPITALITY SCALE: 1/4" 1' -0" PLAM. CABINETS W/ p_6" P LAM CASEWORK (TYP FOR AL CASEWORK) - Ix6 .1.100D CAP TYP. W/ " B LLN05E EDGE - 2" WOOD BULLNOSE 9 LPLAM KNEE (COLOR 2) Fi� cen e RECEPT ION SCALE: 1/4" = I' -0" R LAM, CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TYP. LAM. BACKSPLASH SET ON TOP OF COVE _ BASE S - LU5HING SINK WASH B BA51N S SPACE - 6" COVE BASE 501LED UTIL. (51m.) SCALE: 114" = 1' -0" S UPPER = I' -0" DEEP LOWER = 2' -0" DEEP OPEN SHELVING FOR CHARTS U.G. LIGHT r ry BULLNOSE EDGE � - r _ _ e SPACE SPNACE v 1 3' -6" I' -6" I 3' -6" 11'_6" 1. CHART SCALE: 1/4" _ P LAM. CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TY-F. PLAM. ISLAND TABLE - SUPPORT AS REO'D a) - - - - - q DISH - _ 5 5 - - OXYGEN WASH - - - - N - - N 5 _Ou 11_6" �4CTIVIT`I' 201 - <TC1-IEN 21 LAUNDRY1 153 I SCALE: 1/4" = 1' -011 45.1 SCALE: 1/4" = 1' -0" GENERAL NOTE &: DECORATIVE LIGHT FIXT. (TYP) VERIFY I 1• ALL CASEWORK 5 PLASTIC LAMINATE Ea.� Ea, OR WOOD A5 SPECIFIED - UNLESS NOTED �rm� 6 � /I /I �� OTHERWISE °nom 2. COLOR AND MIANUFACT. TO 5E VERIFIED WITH THE ARCHITECT. 3, ALL UPPER CA55. W/ TWO (2) ADJUST. SHELVES �O =0 4. ALL LOWER W/ A DRAWER AND GABS. W/ ONE (1) a =? e ADJUST. SHED AND 4" PLAM, BACKSPLASH - o UNLESS NOTED OTHERWISE BASE AS 5 ALL LOWER CABINETS 24" DEEP - ALL UPPER SCHED. NOTE: CABINETS 12" DEEP - UNLESS NOTED OTHERWISE. WD. PANEL TO MATCH CABNT, FACES TRIM e PILASTERS To BE DRK NURSE C�4LL ro THE MAL PROTECT ALL EXPOSED PLUMBING ADJ. SHELVING 2' pE P S II LOCKABLE N OOD - DRAWER SINK 1 SINK 0 U.G. LIGH PLAM. 45° ANG, 1 45° ANG. COUNTER 0 S 9 KNEE - SPACE REMOVABLE C ELEVATION FROM GAB. AND LIVING ROOM BASE (TYP) 0" 2' -6" 1' -6" 2' -O" UNDER- COUNTER 2' -0" DEEP /� j�/� / 2' -0" DEEP TYP I CAL ROO' I \ I LF� REMOVABLE FRONT AT SINK LOCATION FOR ADA ACCESS SCALE: 1/4" = I' -0" 2� R A5.1 SCALE: 1/411 1' -011 PIPES. C°cENEFyAL NOTES - FJRNITJRE: SHELF HANGER 1, ALL FURNITURE SHALL MEET FLAME SPREAD ROD REQUIREMENTS, x BRACING - 2. ALL SEATING AND T,45LE5 SHALL MEET THE N - - -_ _ ot REQUfREMENT5 SET FORTH IN WAC 51 -40 SEC. 110(c SAFE OPTIONAL n CLF UNITS HANGER ROD n i ONLY) L-1 __� v �L 1`� FRONT ELEVATION 5" ELEVATION 3' -0 3' -0 POCKET 32" MIN. D TYP, CL05ET ADA APPROVED A5.1 SCALE: 1/4" ■ 1' -0" DOOR HARDWARE I I NOTE: 0 VERIFY ALL SAFE LOCATIONS IN ILF UNITS. INSTALL IN CLOSETS BELOW LOWER SHELF BRACKETS, ELEVATION POCKET POOR AT TENANT BATH / (LOS 3' -0" 3' -0" 1. SHELF (TYP) 32" MIN. A FRONT ELEVATION SIDE ELEVATION TYP. P,4NTi�Y A5.1 SCALE: 1/4" = 1' -0" ADA APPROVED DOOR HARDWARE BLOCKING " MIN. POCKET DOOR PLAN / SECTION AT TENANT BATH / (LOS DET741L - POC<ET DOOR .1 SCALE: N.T.S. NOTE: UNDER -CUT DOOR 1 -1/2" FOR VENTILATION H F 0 -1 w yo 00 0 U W i7 C) O O u a� N 0 N VJ C41 Rai ■ 1 0 E W N C'1 O U) c N coo c co :�to cy Lo M you) QD LL REVISIONS: EXP 30 SEPT, 2004 PROJECT TITLE: O c�7 � 3 z 0 H a \z/ O F--I � a a O rj u 111 0 on SHEET TITLE: INTERIOR ELEVATIONS AND DETAILS DRAWN BY SHEET: cats I%Omcza. 0317 A5.1 DATE: 15SEPN J li BASE AS TWO WALLS OF BOXES L� T.P. DISP. MAX. MAX. CLEAR, 8' -6" I. SCHED. A5 REQ'D UPPER = I' -0" DEEP 5E A5 SCHED. COVE BASE LOWER = 2' -0" DEEP FIREFL�4CE5 2 DINING R001„1 3 J�4N. CLO5. (T'I'P) 1% -TAIL 5OXE6 PUBLIC - TOILET CT�'i�J A5.1 SCALE: 1/4 - I'-011 A5.1 SCALE: 1/4 - 1'-01' A5.1 SCALE: 1/4 - I -0 45.1 SCALE: 1/4 - 1 -0 45.1 SCALE: 1/4 - 1 -0 P. LAM, CAB. W/ 0" MIN ADJ. SHELVES, P. LAM. CAB. W/ ADJ. LOCKS TYP. SHELVES, LOCKS TYP. UPPER 0' DEEP UPPER - I' -0" DEEP 7-\- S = F�E N 6 G 2' -0" 8 DATA 40" ! POWER - - - KNEE LOCATION N SPACE / 6" A LOW R = 2'-0" DEEP LOWER = 2' -0" DEEP � 1IED ICAL R001„I SAW SCALE: 1/411 = 11 -011 SINK- U PACE =2 4" SKIRT 1� FLANT 222 A5.1 SCALE: 1/4" = 1' -0" PLAM. CABINETS W/ PLAM, GAB. W/ ADJ. SHELVING IQ FULL RROR T I I T I I T /� I I 10" DEEP, P.L M. SHELF a BEHIND SHAM 00 SINK SHAM 00 SINK - - N LOWER = T -O" DEEP 5' -6" UPPER = 1' -0" PEEP BASE A5 5 4 L ON SCHED. SCALE: 1/4" = 1' -0" in N LOWER = 2' -0" DEEP 15 WORG ROOI„1 X5.1 SCALE: 1/4" = 1' -0" 22 PLANTER A5.1 SCALE: I" = 1' -0" RECESS AP k TRIM PLAM. ISLAND TABLE - SUPPORT AS REO'D T15f EEPLAM. PANEL ACE FACE N MIND 1' -6" 6' -0" 23 GENERAL STORE A5.1 SCALE: 1/4" = 11 -011 SASE VERIFY FURNITURE SIZE W/ ARCHITECT AND SUPPLIER l�0 800<G?45E A5.1 SCALE: 1/4" = 1' -0" VERIFY LOCATIONS MEDICINE MEDICINE CABINET - CABINET NEXT TO SINK (MOUNT IN ALF UNITS MIRROR (COORDINATE W/ ELEC.) 24' x 36' 36" GRAB j BAR T.P. DISP, ro N � N WRAP ALL PIPES A la" W/ PROTECTIVE M4<, CLEAR COVER, TYP, COVE BASE UNIT RESTROVII A5.1 SCALE: 1/4" = 1' -0" FURNITURE ED TO LO 1 I►/:Vf4 " CABINETS SHELVES STAFF LOUNGE SCALE: 1/4" = 1' -0" OK j FURRED -OUT 3 WALL BEHIND DRYERS (TO W HIDE DRYER VENT HOSE) 4'-0 HAND -WASH � SINK PLAM. C� DRYE a O V O N DETAIL a DRYERS RESIDENT LAUNDRY 45.1 SCALE: I/4" = 1' -0" UPPER = 1' -0" DEEP P. LAM, ADJ SHELVING - LOCKABLE CAB 8 DRAWER PROVIDE CEILING MNT PRIVACY CRTN. 6 TOILET P. LAM. CAB. WAINSC T W/ ADJ. MIRROR SHELVES, LOCKS, v m WRAP ALL PIPES W/ PROTECTIVE COVER, TYP. \_�C-1:aLiR COVE BASE 1'i1 5 4THER A5.11 SCALE: 1/4" = 11 -0" ROUND CRNER (TYP) 8 N N TYP. THREE WALLS BASE AS SCHED. 24 GENERAL STORE A5.1 SCALE: 111 = 11 -011 PLAM. CABINETS W/ II PLAM CABINETS W/ ADJ. SHELVING 2 -� 2 -0 3 -O ADJ. SHELVING 2 2' -0 3 -O II - LOCKABLE N IN - DRAWE C. LIGHT U.G. LIGHT 42" GRAB 0 REMOVABLE BAR -� CAB. AND -= T.P. D15P. _ BASE (TYP) - REFRIG REFRIG 9 OPEN N COVE BASE 6" 2'_O" I 3' -0" BASE AS_6 "� 2'_0" d k� SCHED k -T �/ 2' -0" DEEP �/� 2' -0" DEEP T I F I CAL ROOD I ( ALF) ADA ACCESSIBLE ROOMS / 1 45.1 SCALE: 1/4' 1' -0" II iY�i7Y PLAM. COUNTER LOCKABLE CAB KNEE KNEE SPACE l ATA SPACE ER PAPER TOWEL D 15P. (MOUNT 6 A.F.F.) - QX WRAP ALL PIPES W/ PROTECTIVE COVER, TYP. PLAM, SPLAS" ALL (3) WALLS P. LAM CASEWORK (TYP. FOR ALL CASEWORK) x6 WOOD CAP TYP. W/ 2" BUL -NOSE EDGE ALL KNEE v O SPACE BASE A5 SCHED. F.E.C. (71'F'.) 45.1 SCALE: 1/4" = I' -0" UPPER = 1' -0" DEEP r;II I I N LOCKABLE C' G PHONE _ DRWRS DATA " POWER N KNEE - S SPACE - N X I' -6" 6" LOWER 2' -0" DEEP �S COl`�IPUTE R 112 �g ACTIVITY 201 A5.1 SCALE: 1" = I' -0" A5.1 SCALE: 1/4" = 1' -0" 1--IOSPITALITY SCALE: 1/4" 1' -0" PLAM. CABINETS W/ p_6" P LAM CASEWORK (TYP FOR AL CASEWORK) - Ix6 .1.100D CAP TYP. W/ " B LLN05E EDGE - 2" WOOD BULLNOSE 9 LPLAM KNEE (COLOR 2) Fi� cen e RECEPT ION SCALE: 1/4" = I' -0" R LAM, CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TYP. LAM. BACKSPLASH SET ON TOP OF COVE _ BASE S - LU5HING SINK WASH B BA51N S SPACE - 6" COVE BASE 501LED UTIL. (51m.) SCALE: 114" = 1' -0" S UPPER = I' -0" DEEP LOWER = 2' -0" DEEP OPEN SHELVING FOR CHARTS U.G. LIGHT r ry BULLNOSE EDGE � - r _ _ e SPACE SPNACE v 1 3' -6" I' -6" I 3' -6" 11'_6" 1. CHART SCALE: 1/4" _ P LAM. CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TY-F. PLAM. ISLAND TABLE - SUPPORT AS REO'D a) - - - - - q DISH - _ 5 5 - - OXYGEN WASH - - - - N - - N 5 _Ou 11_6" �4CTIVIT`I' 201 - <TC1-IEN 21 LAUNDRY1 153 I SCALE: 1/4" = 1' -011 45.1 SCALE: 1/4" = 1' -0" GENERAL NOTE &: DECORATIVE LIGHT FIXT. (TYP) VERIFY I 1• ALL CASEWORK 5 PLASTIC LAMINATE Ea.� Ea, OR WOOD A5 SPECIFIED - UNLESS NOTED �rm� 6 � /I /I �� OTHERWISE °nom 2. COLOR AND MIANUFACT. TO 5E VERIFIED WITH THE ARCHITECT. 3, ALL UPPER CA55. W/ TWO (2) ADJUST. SHELVES �O =0 4. ALL LOWER W/ A DRAWER AND GABS. W/ ONE (1) a =? e ADJUST. SHED AND 4" PLAM, BACKSPLASH - o UNLESS NOTED OTHERWISE BASE AS 5 ALL LOWER CABINETS 24" DEEP - ALL UPPER SCHED. NOTE: CABINETS 12" DEEP - UNLESS NOTED OTHERWISE. WD. PANEL TO MATCH CABNT, FACES TRIM e PILASTERS To BE DRK NURSE C�4LL ro THE MAL PROTECT ALL EXPOSED PLUMBING ADJ. SHELVING 2' pE P S II LOCKABLE N OOD - DRAWER SINK 1 SINK 0 U.G. LIGH PLAM. 45° ANG, 1 45° ANG. COUNTER 0 S 9 KNEE - SPACE REMOVABLE C ELEVATION FROM GAB. AND LIVING ROOM BASE (TYP) 0" 2' -6" 1' -6" 2' -O" UNDER- COUNTER 2' -0" DEEP /� j�/� / 2' -0" DEEP TYP I CAL ROO' I \ I LF� REMOVABLE FRONT AT SINK LOCATION FOR ADA ACCESS SCALE: 1/4" = I' -0" 2� R A5.1 SCALE: 1/411 1' -011 PIPES. C°cENEFyAL NOTES - FJRNITJRE: SHELF HANGER 1, ALL FURNITURE SHALL MEET FLAME SPREAD ROD REQUIREMENTS, x BRACING - 2. ALL SEATING AND T,45LE5 SHALL MEET THE N - - -_ _ ot REQUfREMENT5 SET FORTH IN WAC 51 -40 SEC. 110(c SAFE OPTIONAL n CLF UNITS HANGER ROD n i ONLY) L-1 __� v �L 1`� FRONT ELEVATION 5" ELEVATION 3' -0 3' -0 POCKET 32" MIN. D TYP, CL05ET ADA APPROVED A5.1 SCALE: 1/4" ■ 1' -0" DOOR HARDWARE I I NOTE: 0 VERIFY ALL SAFE LOCATIONS IN ILF UNITS. INSTALL IN CLOSETS BELOW LOWER SHELF BRACKETS, ELEVATION POCKET POOR AT TENANT BATH / (LOS 3' -0" 3' -0" 1. SHELF (TYP) 32" MIN. A FRONT ELEVATION SIDE ELEVATION TYP. P,4NTi�Y A5.1 SCALE: 1/4" = 1' -0" ADA APPROVED DOOR HARDWARE BLOCKING " MIN. POCKET DOOR PLAN / SECTION AT TENANT BATH / (LOS DET741L - POC<ET DOOR .1 SCALE: N.T.S. NOTE: UNDER -CUT DOOR 1 -1/2" FOR VENTILATION H F 0 -1 w yo 00 0 U W i7 C) O O u a� N 0 N VJ C41 Rai ■ 1 0 E W N C'1 O U) c N coo c co :�to cy Lo M you) QD LL REVISIONS: EXP 30 SEPT, 2004 PROJECT TITLE: O c�7 � 3 z 0 H a \z/ O F--I � a a O rj u 111 0 on SHEET TITLE: INTERIOR ELEVATIONS AND DETAILS DRAWN BY SHEET: cats I%Omcza. 0317 A5.1 DATE: 15SEPN J li P. LAM, CAB. W/ 0" MIN ADJ. SHELVES, P. LAM. CAB. W/ ADJ. LOCKS TYP. SHELVES, LOCKS TYP. UPPER 0' DEEP UPPER - I' -0" DEEP 7-\- S = F�E N 6 G 2' -0" 8 DATA 40" ! POWER - - - KNEE LOCATION N SPACE / 6" A LOW R = 2'-0" DEEP LOWER = 2' -0" DEEP � 1IED ICAL R001„I SAW SCALE: 1/411 = 11 -011 SINK- U PACE =2 4" SKIRT 1� FLANT 222 A5.1 SCALE: 1/4" = 1' -0" PLAM. CABINETS W/ PLAM, GAB. W/ ADJ. SHELVING IQ FULL RROR T I I T I I T /� I I 10" DEEP, P.L M. SHELF a BEHIND SHAM 00 SINK SHAM 00 SINK - - N LOWER = T -O" DEEP 5' -6" UPPER = 1' -0" PEEP BASE A5 5 4 L ON SCHED. SCALE: 1/4" = 1' -0" in N LOWER = 2' -0" DEEP 15 WORG ROOI„1 X5.1 SCALE: 1/4" = 1' -0" 22 PLANTER A5.1 SCALE: I" = 1' -0" RECESS AP k TRIM PLAM. ISLAND TABLE - SUPPORT AS REO'D T15f EEPLAM. PANEL ACE FACE N MIND 1' -6" 6' -0" 23 GENERAL STORE A5.1 SCALE: 1/4" = 11 -011 SASE VERIFY FURNITURE SIZE W/ ARCHITECT AND SUPPLIER l�0 800<G?45E A5.1 SCALE: 1/4" = 1' -0" VERIFY LOCATIONS MEDICINE MEDICINE CABINET - CABINET NEXT TO SINK (MOUNT IN ALF UNITS MIRROR (COORDINATE W/ ELEC.) 24' x 36' 36" GRAB j BAR T.P. DISP, ro N � N WRAP ALL PIPES A la" W/ PROTECTIVE M4<, CLEAR COVER, TYP, COVE BASE UNIT RESTROVII A5.1 SCALE: 1/4" = 1' -0" FURNITURE ED TO LO 1 I►/:Vf4 " CABINETS SHELVES STAFF LOUNGE SCALE: 1/4" = 1' -0" OK j FURRED -OUT 3 WALL BEHIND DRYERS (TO W HIDE DRYER VENT HOSE) 4'-0 HAND -WASH � SINK PLAM. C� DRYE a O V O N DETAIL a DRYERS RESIDENT LAUNDRY 45.1 SCALE: I/4" = 1' -0" UPPER = 1' -0" DEEP P. LAM, ADJ SHELVING - LOCKABLE CAB 8 DRAWER PROVIDE CEILING MNT PRIVACY CRTN. 6 TOILET P. LAM. CAB. WAINSC T W/ ADJ. MIRROR SHELVES, LOCKS, v m WRAP ALL PIPES W/ PROTECTIVE COVER, TYP. \_�C-1:aLiR COVE BASE 1'i1 5 4THER A5.11 SCALE: 1/4" = 11 -0" ROUND CRNER (TYP) 8 N N TYP. THREE WALLS BASE AS SCHED. 24 GENERAL STORE A5.1 SCALE: 111 = 11 -011 PLAM. CABINETS W/ II PLAM CABINETS W/ ADJ. SHELVING 2 -� 2 -0 3 -O ADJ. SHELVING 2 2' -0 3 -O II - LOCKABLE N IN - DRAWE C. LIGHT U.G. LIGHT 42" GRAB 0 REMOVABLE BAR -� CAB. AND -= T.P. D15P. _ BASE (TYP) - REFRIG REFRIG 9 OPEN N COVE BASE 6" 2'_O" I 3' -0" BASE AS_6 "� 2'_0" d k� SCHED k -T �/ 2' -0" DEEP �/� 2' -0" DEEP T I F I CAL ROOD I ( ALF) ADA ACCESSIBLE ROOMS / 1 45.1 SCALE: 1/4' 1' -0" II iY�i7Y PLAM. COUNTER LOCKABLE CAB KNEE KNEE SPACE l ATA SPACE ER PAPER TOWEL D 15P. (MOUNT 6 A.F.F.) - QX WRAP ALL PIPES W/ PROTECTIVE COVER, TYP. PLAM, SPLAS" ALL (3) WALLS P. LAM CASEWORK (TYP. FOR ALL CASEWORK) x6 WOOD CAP TYP. W/ 2" BUL -NOSE EDGE ALL KNEE v O SPACE BASE A5 SCHED. F.E.C. (71'F'.) 45.1 SCALE: 1/4" = I' -0" UPPER = 1' -0" DEEP r;II I I N LOCKABLE C' G PHONE _ DRWRS DATA " POWER N KNEE - S SPACE - N X I' -6" 6" LOWER 2' -0" DEEP �S COl`�IPUTE R 112 �g ACTIVITY 201 A5.1 SCALE: 1" = I' -0" A5.1 SCALE: 1/4" = 1' -0" 1--IOSPITALITY SCALE: 1/4" 1' -0" PLAM. CABINETS W/ p_6" P LAM CASEWORK (TYP FOR AL CASEWORK) - Ix6 .1.100D CAP TYP. W/ " B LLN05E EDGE - 2" WOOD BULLNOSE 9 LPLAM KNEE (COLOR 2) Fi� cen e RECEPT ION SCALE: 1/4" = I' -0" R LAM, CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TYP. LAM. BACKSPLASH SET ON TOP OF COVE _ BASE S - LU5HING SINK WASH B BA51N S SPACE - 6" COVE BASE 501LED UTIL. (51m.) SCALE: 114" = 1' -0" S UPPER = I' -0" DEEP LOWER = 2' -0" DEEP OPEN SHELVING FOR CHARTS U.G. LIGHT r ry BULLNOSE EDGE � - r _ _ e SPACE SPNACE v 1 3' -6" I' -6" I 3' -6" 11'_6" 1. CHART SCALE: 1/4" _ P LAM. CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TY-F. PLAM. ISLAND TABLE - SUPPORT AS REO'D a) - - - - - q DISH - _ 5 5 - - OXYGEN WASH - - - - N - - N 5 _Ou 11_6" �4CTIVIT`I' 201 - <TC1-IEN 21 LAUNDRY1 153 I SCALE: 1/4" = 1' -011 45.1 SCALE: 1/4" = 1' -0" GENERAL NOTE &: DECORATIVE LIGHT FIXT. (TYP) VERIFY I 1• ALL CASEWORK 5 PLASTIC LAMINATE Ea.� Ea, OR WOOD A5 SPECIFIED - UNLESS NOTED �rm� 6 � /I /I �� OTHERWISE °nom 2. COLOR AND MIANUFACT. TO 5E VERIFIED WITH THE ARCHITECT. 3, ALL UPPER CA55. W/ TWO (2) ADJUST. SHELVES �O =0 4. ALL LOWER W/ A DRAWER AND GABS. W/ ONE (1) a =? e ADJUST. SHED AND 4" PLAM, BACKSPLASH - o UNLESS NOTED OTHERWISE BASE AS 5 ALL LOWER CABINETS 24" DEEP - ALL UPPER SCHED. NOTE: CABINETS 12" DEEP - UNLESS NOTED OTHERWISE. WD. PANEL TO MATCH CABNT, FACES TRIM e PILASTERS To BE DRK NURSE C�4LL ro THE MAL PROTECT ALL EXPOSED PLUMBING ADJ. SHELVING 2' pE P S II LOCKABLE N OOD - DRAWER SINK 1 SINK 0 U.G. LIGH PLAM. 45° ANG, 1 45° ANG. COUNTER 0 S 9 KNEE - SPACE REMOVABLE C ELEVATION FROM GAB. AND LIVING ROOM BASE (TYP) 0" 2' -6" 1' -6" 2' -O" UNDER- COUNTER 2' -0" DEEP /� j�/� / 2' -0" DEEP TYP I CAL ROO' I \ I LF� REMOVABLE FRONT AT SINK LOCATION FOR ADA ACCESS SCALE: 1/4" = I' -0" 2� R A5.1 SCALE: 1/411 1' -011 PIPES. C°cENEFyAL NOTES - FJRNITJRE: SHELF HANGER 1, ALL FURNITURE SHALL MEET FLAME SPREAD ROD REQUIREMENTS, x BRACING - 2. ALL SEATING AND T,45LE5 SHALL MEET THE N - - -_ _ ot REQUfREMENT5 SET FORTH IN WAC 51 -40 SEC. 110(c SAFE OPTIONAL n CLF UNITS HANGER ROD n i ONLY) L-1 __� v �L 1`� FRONT ELEVATION 5" ELEVATION 3' -0 3' -0 POCKET 32" MIN. D TYP, CL05ET ADA APPROVED A5.1 SCALE: 1/4" ■ 1' -0" DOOR HARDWARE I I NOTE: 0 VERIFY ALL SAFE LOCATIONS IN ILF UNITS. INSTALL IN CLOSETS BELOW LOWER SHELF BRACKETS, ELEVATION POCKET POOR AT TENANT BATH / (LOS 3' -0" 3' -0" 1. SHELF (TYP) 32" MIN. A FRONT ELEVATION SIDE ELEVATION TYP. P,4NTi�Y A5.1 SCALE: 1/4" = 1' -0" ADA APPROVED DOOR HARDWARE BLOCKING " MIN. POCKET DOOR PLAN / SECTION AT TENANT BATH / (LOS DET741L - POC<ET DOOR .1 SCALE: N.T.S. NOTE: UNDER -CUT DOOR 1 -1/2" FOR VENTILATION H F 0 -1 w yo 00 0 U W i7 C) O O u a� N 0 N VJ C41 Rai ■ 1 0 E W N C'1 O U) c N coo c co :�to cy Lo M you) QD LL REVISIONS: EXP 30 SEPT, 2004 PROJECT TITLE: O c�7 � 3 z 0 H a \z/ O F--I � a a O rj u 111 0 on SHEET TITLE: INTERIOR ELEVATIONS AND DETAILS DRAWN BY SHEET: cats I%Omcza. 0317 A5.1 DATE: 15SEPN J li FURNITURE ED TO LO 1 I►/:Vf4 " CABINETS SHELVES STAFF LOUNGE SCALE: 1/4" = 1' -0" OK j FURRED -OUT 3 WALL BEHIND DRYERS (TO W HIDE DRYER VENT HOSE) 4'-0 HAND -WASH � SINK PLAM. C� DRYE a O V O N DETAIL a DRYERS RESIDENT LAUNDRY 45.1 SCALE: I/4" = 1' -0" UPPER = 1' -0" DEEP P. LAM, ADJ SHELVING - LOCKABLE CAB 8 DRAWER PROVIDE CEILING MNT PRIVACY CRTN. 6 TOILET P. LAM. CAB. WAINSC T W/ ADJ. MIRROR SHELVES, LOCKS, v m WRAP ALL PIPES W/ PROTECTIVE COVER, TYP. \_�C-1:aLiR COVE BASE 1'i1 5 4THER A5.11 SCALE: 1/4" = 11 -0" ROUND CRNER (TYP) 8 N N TYP. THREE WALLS BASE AS SCHED. 24 GENERAL STORE A5.1 SCALE: 111 = 11 -011 PLAM. CABINETS W/ II PLAM CABINETS W/ ADJ. SHELVING 2 -� 2 -0 3 -O ADJ. SHELVING 2 2' -0 3 -O II - LOCKABLE N IN - DRAWE C. LIGHT U.G. LIGHT 42" GRAB 0 REMOVABLE BAR -� CAB. AND -= T.P. D15P. _ BASE (TYP) - REFRIG REFRIG 9 OPEN N COVE BASE 6" 2'_O" I 3' -0" BASE AS_6 "� 2'_0" d k� SCHED k -T �/ 2' -0" DEEP �/� 2' -0" DEEP T I F I CAL ROOD I ( ALF) ADA ACCESSIBLE ROOMS / 1 45.1 SCALE: 1/4' 1' -0" II iY�i7Y PLAM. COUNTER LOCKABLE CAB KNEE KNEE SPACE l ATA SPACE ER PAPER TOWEL D 15P. (MOUNT 6 A.F.F.) - QX WRAP ALL PIPES W/ PROTECTIVE COVER, TYP. PLAM, SPLAS" ALL (3) WALLS P. LAM CASEWORK (TYP. FOR ALL CASEWORK) x6 WOOD CAP TYP. W/ 2" BUL -NOSE EDGE ALL KNEE v O SPACE BASE A5 SCHED. F.E.C. (71'F'.) 45.1 SCALE: 1/4" = I' -0" UPPER = 1' -0" DEEP r;II I I N LOCKABLE C' G PHONE _ DRWRS DATA " POWER N KNEE - S SPACE - N X I' -6" 6" LOWER 2' -0" DEEP �S COl`�IPUTE R 112 �g ACTIVITY 201 A5.1 SCALE: 1" = I' -0" A5.1 SCALE: 1/4" = 1' -0" 1--IOSPITALITY SCALE: 1/4" 1' -0" PLAM. CABINETS W/ p_6" P LAM CASEWORK (TYP FOR AL CASEWORK) - Ix6 .1.100D CAP TYP. W/ " B LLN05E EDGE - 2" WOOD BULLNOSE 9 LPLAM KNEE (COLOR 2) Fi� cen e RECEPT ION SCALE: 1/4" = I' -0" R LAM, CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TYP. LAM. BACKSPLASH SET ON TOP OF COVE _ BASE S - LU5HING SINK WASH B BA51N S SPACE - 6" COVE BASE 501LED UTIL. (51m.) SCALE: 114" = 1' -0" S UPPER = I' -0" DEEP LOWER = 2' -0" DEEP OPEN SHELVING FOR CHARTS U.G. LIGHT r ry BULLNOSE EDGE � - r _ _ e SPACE SPNACE v 1 3' -6" I' -6" I 3' -6" 11'_6" 1. CHART SCALE: 1/4" _ P LAM. CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TY-F. PLAM. ISLAND TABLE - SUPPORT AS REO'D a) - - - - - q DISH - _ 5 5 - - OXYGEN WASH - - - - N - - N 5 _Ou 11_6" �4CTIVIT`I' 201 - <TC1-IEN 21 LAUNDRY1 153 I SCALE: 1/4" = 1' -011 45.1 SCALE: 1/4" = 1' -0" GENERAL NOTE &: DECORATIVE LIGHT FIXT. (TYP) VERIFY I 1• ALL CASEWORK 5 PLASTIC LAMINATE Ea.� Ea, OR WOOD A5 SPECIFIED - UNLESS NOTED �rm� 6 � /I /I �� OTHERWISE °nom 2. COLOR AND MIANUFACT. TO 5E VERIFIED WITH THE ARCHITECT. 3, ALL UPPER CA55. W/ TWO (2) ADJUST. SHELVES �O =0 4. ALL LOWER W/ A DRAWER AND GABS. W/ ONE (1) a =? e ADJUST. SHED AND 4" PLAM, BACKSPLASH - o UNLESS NOTED OTHERWISE BASE AS 5 ALL LOWER CABINETS 24" DEEP - ALL UPPER SCHED. NOTE: CABINETS 12" DEEP - UNLESS NOTED OTHERWISE. WD. PANEL TO MATCH CABNT, FACES TRIM e PILASTERS To BE DRK NURSE C�4LL ro THE MAL PROTECT ALL EXPOSED PLUMBING ADJ. SHELVING 2' pE P S II LOCKABLE N OOD - DRAWER SINK 1 SINK 0 U.G. LIGH PLAM. 45° ANG, 1 45° ANG. COUNTER 0 S 9 KNEE - SPACE REMOVABLE C ELEVATION FROM GAB. AND LIVING ROOM BASE (TYP) 0" 2' -6" 1' -6" 2' -O" UNDER- COUNTER 2' -0" DEEP /� j�/� / 2' -0" DEEP TYP I CAL ROO' I \ I LF� REMOVABLE FRONT AT SINK LOCATION FOR ADA ACCESS SCALE: 1/4" = I' -0" 2� R A5.1 SCALE: 1/411 1' -011 PIPES. C°cENEFyAL NOTES - FJRNITJRE: SHELF HANGER 1, ALL FURNITURE SHALL MEET FLAME SPREAD ROD REQUIREMENTS, x BRACING - 2. ALL SEATING AND T,45LE5 SHALL MEET THE N - - -_ _ ot REQUfREMENT5 SET FORTH IN WAC 51 -40 SEC. 110(c SAFE OPTIONAL n CLF UNITS HANGER ROD n i ONLY) L-1 __� v �L 1`� FRONT ELEVATION 5" ELEVATION 3' -0 3' -0 POCKET 32" MIN. D TYP, CL05ET ADA APPROVED A5.1 SCALE: 1/4" ■ 1' -0" DOOR HARDWARE I I NOTE: 0 VERIFY ALL SAFE LOCATIONS IN ILF UNITS. INSTALL IN CLOSETS BELOW LOWER SHELF BRACKETS, ELEVATION POCKET POOR AT TENANT BATH / (LOS 3' -0" 3' -0" 1. SHELF (TYP) 32" MIN. A FRONT ELEVATION SIDE ELEVATION TYP. P,4NTi�Y A5.1 SCALE: 1/4" = 1' -0" ADA APPROVED DOOR HARDWARE BLOCKING " MIN. POCKET DOOR PLAN / SECTION AT TENANT BATH / (LOS DET741L - POC<ET DOOR .1 SCALE: N.T.S. NOTE: UNDER -CUT DOOR 1 -1/2" FOR VENTILATION H F 0 -1 w yo 00 0 U W i7 C) O O u a� N 0 N VJ C41 Rai ■ 1 0 E W N C'1 O U) c N coo c co :�to cy Lo M you) QD LL REVISIONS: EXP 30 SEPT, 2004 PROJECT TITLE: O c�7 � 3 z 0 H a \z/ O F--I � a a O rj u 111 0 on SHEET TITLE: INTERIOR ELEVATIONS AND DETAILS DRAWN BY SHEET: cats I%Omcza. 0317 A5.1 DATE: 15SEPN J li UPPER = 1' -0" DEEP P. LAM, ADJ SHELVING - LOCKABLE CAB 8 DRAWER PROVIDE CEILING MNT PRIVACY CRTN. 6 TOILET P. LAM. CAB. WAINSC T W/ ADJ. MIRROR SHELVES, LOCKS, v m WRAP ALL PIPES W/ PROTECTIVE COVER, TYP. \_�C-1:aLiR COVE BASE 1'i1 5 4THER A5.11 SCALE: 1/4" = 11 -0" ROUND CRNER (TYP) 8 N N TYP. THREE WALLS BASE AS SCHED. 24 GENERAL STORE A5.1 SCALE: 111 = 11 -011 PLAM. CABINETS W/ II PLAM CABINETS W/ ADJ. SHELVING 2 -� 2 -0 3 -O ADJ. SHELVING 2 2' -0 3 -O II - LOCKABLE N IN - DRAWE C. LIGHT U.G. LIGHT 42" GRAB 0 REMOVABLE BAR -� CAB. AND -= T.P. D15P. _ BASE (TYP) - REFRIG REFRIG 9 OPEN N COVE BASE 6" 2'_O" I 3' -0" BASE AS_6 "� 2'_0" d k� SCHED k -T �/ 2' -0" DEEP �/� 2' -0" DEEP T I F I CAL ROOD I ( ALF) ADA ACCESSIBLE ROOMS / 1 45.1 SCALE: 1/4' 1' -0" II iY�i7Y PLAM. COUNTER LOCKABLE CAB KNEE KNEE SPACE l ATA SPACE ER PAPER TOWEL D 15P. (MOUNT 6 A.F.F.) - QX WRAP ALL PIPES W/ PROTECTIVE COVER, TYP. PLAM, SPLAS" ALL (3) WALLS P. LAM CASEWORK (TYP. FOR ALL CASEWORK) x6 WOOD CAP TYP. W/ 2" BUL -NOSE EDGE ALL KNEE v O SPACE BASE A5 SCHED. F.E.C. (71'F'.) 45.1 SCALE: 1/4" = I' -0" UPPER = 1' -0" DEEP r;II I I N LOCKABLE C' G PHONE _ DRWRS DATA " POWER N KNEE - S SPACE - N X I' -6" 6" LOWER 2' -0" DEEP �S COl`�IPUTE R 112 �g ACTIVITY 201 A5.1 SCALE: 1" = I' -0" A5.1 SCALE: 1/4" = 1' -0" 1--IOSPITALITY SCALE: 1/4" 1' -0" PLAM. CABINETS W/ p_6" P LAM CASEWORK (TYP FOR AL CASEWORK) - Ix6 .1.100D CAP TYP. W/ " B LLN05E EDGE - 2" WOOD BULLNOSE 9 LPLAM KNEE (COLOR 2) Fi� cen e RECEPT ION SCALE: 1/4" = I' -0" R LAM, CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TYP. LAM. BACKSPLASH SET ON TOP OF COVE _ BASE S - LU5HING SINK WASH B BA51N S SPACE - 6" COVE BASE 501LED UTIL. (51m.) SCALE: 114" = 1' -0" S UPPER = I' -0" DEEP LOWER = 2' -0" DEEP OPEN SHELVING FOR CHARTS U.G. LIGHT r ry BULLNOSE EDGE � - r _ _ e SPACE SPNACE v 1 3' -6" I' -6" I 3' -6" 11'_6" 1. CHART SCALE: 1/4" _ P LAM. CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TY-F. PLAM. ISLAND TABLE - SUPPORT AS REO'D a) - - - - - q DISH - _ 5 5 - - OXYGEN WASH - - - - N - - N 5 _Ou 11_6" �4CTIVIT`I' 201 - <TC1-IEN 21 LAUNDRY1 153 I SCALE: 1/4" = 1' -011 45.1 SCALE: 1/4" = 1' -0" GENERAL NOTE &: DECORATIVE LIGHT FIXT. (TYP) VERIFY I 1• ALL CASEWORK 5 PLASTIC LAMINATE Ea.� Ea, OR WOOD A5 SPECIFIED - UNLESS NOTED �rm� 6 � /I /I �� OTHERWISE °nom 2. COLOR AND MIANUFACT. TO 5E VERIFIED WITH THE ARCHITECT. 3, ALL UPPER CA55. W/ TWO (2) ADJUST. SHELVES �O =0 4. ALL LOWER W/ A DRAWER AND GABS. W/ ONE (1) a =? e ADJUST. SHED AND 4" PLAM, BACKSPLASH - o UNLESS NOTED OTHERWISE BASE AS 5 ALL LOWER CABINETS 24" DEEP - ALL UPPER SCHED. NOTE: CABINETS 12" DEEP - UNLESS NOTED OTHERWISE. WD. PANEL TO MATCH CABNT, FACES TRIM e PILASTERS To BE DRK NURSE C�4LL ro THE MAL PROTECT ALL EXPOSED PLUMBING ADJ. SHELVING 2' pE P S II LOCKABLE N OOD - DRAWER SINK 1 SINK 0 U.G. LIGH PLAM. 45° ANG, 1 45° ANG. COUNTER 0 S 9 KNEE - SPACE REMOVABLE C ELEVATION FROM GAB. AND LIVING ROOM BASE (TYP) 0" 2' -6" 1' -6" 2' -O" UNDER- COUNTER 2' -0" DEEP /� j�/� / 2' -0" DEEP TYP I CAL ROO' I \ I LF� REMOVABLE FRONT AT SINK LOCATION FOR ADA ACCESS SCALE: 1/4" = I' -0" 2� R A5.1 SCALE: 1/411 1' -011 PIPES. C°cENEFyAL NOTES - FJRNITJRE: SHELF HANGER 1, ALL FURNITURE SHALL MEET FLAME SPREAD ROD REQUIREMENTS, x BRACING - 2. ALL SEATING AND T,45LE5 SHALL MEET THE N - - -_ _ ot REQUfREMENT5 SET FORTH IN WAC 51 -40 SEC. 110(c SAFE OPTIONAL n CLF UNITS HANGER ROD n i ONLY) L-1 __� v �L 1`� FRONT ELEVATION 5" ELEVATION 3' -0 3' -0 POCKET 32" MIN. D TYP, CL05ET ADA APPROVED A5.1 SCALE: 1/4" ■ 1' -0" DOOR HARDWARE I I NOTE: 0 VERIFY ALL SAFE LOCATIONS IN ILF UNITS. INSTALL IN CLOSETS BELOW LOWER SHELF BRACKETS, ELEVATION POCKET POOR AT TENANT BATH / (LOS 3' -0" 3' -0" 1. SHELF (TYP) 32" MIN. A FRONT ELEVATION SIDE ELEVATION TYP. P,4NTi�Y A5.1 SCALE: 1/4" = 1' -0" ADA APPROVED DOOR HARDWARE BLOCKING " MIN. POCKET DOOR PLAN / SECTION AT TENANT BATH / (LOS DET741L - POC<ET DOOR .1 SCALE: N.T.S. NOTE: UNDER -CUT DOOR 1 -1/2" FOR VENTILATION H F 0 -1 w yo 00 0 U W i7 C) O O u a� N 0 N VJ C41 Rai ■ 1 0 E W N C'1 O U) c N coo c co :�to cy Lo M you) QD LL REVISIONS: EXP 30 SEPT, 2004 PROJECT TITLE: O c�7 � 3 z 0 H a \z/ O F--I � a a O rj u 111 0 on SHEET TITLE: INTERIOR ELEVATIONS AND DETAILS DRAWN BY SHEET: cats I%Omcza. 0317 A5.1 DATE: 15SEPN J li II iY�i7Y PLAM. COUNTER LOCKABLE CAB KNEE KNEE SPACE l ATA SPACE ER PAPER TOWEL D 15P. (MOUNT 6 A.F.F.) - QX WRAP ALL PIPES W/ PROTECTIVE COVER, TYP. PLAM, SPLAS" ALL (3) WALLS P. LAM CASEWORK (TYP. FOR ALL CASEWORK) x6 WOOD CAP TYP. W/ 2" BUL -NOSE EDGE ALL KNEE v O SPACE BASE A5 SCHED. F.E.C. (71'F'.) 45.1 SCALE: 1/4" = I' -0" UPPER = 1' -0" DEEP r;II I I N LOCKABLE C' G PHONE _ DRWRS DATA " POWER N KNEE - S SPACE - N X I' -6" 6" LOWER 2' -0" DEEP �S COl`�IPUTE R 112 �g ACTIVITY 201 A5.1 SCALE: 1" = I' -0" A5.1 SCALE: 1/4" = 1' -0" 1--IOSPITALITY SCALE: 1/4" 1' -0" PLAM. CABINETS W/ p_6" P LAM CASEWORK (TYP FOR AL CASEWORK) - Ix6 .1.100D CAP TYP. W/ " B LLN05E EDGE - 2" WOOD BULLNOSE 9 LPLAM KNEE (COLOR 2) Fi� cen e RECEPT ION SCALE: 1/4" = I' -0" R LAM, CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TYP. LAM. BACKSPLASH SET ON TOP OF COVE _ BASE S - LU5HING SINK WASH B BA51N S SPACE - 6" COVE BASE 501LED UTIL. (51m.) SCALE: 114" = 1' -0" S UPPER = I' -0" DEEP LOWER = 2' -0" DEEP OPEN SHELVING FOR CHARTS U.G. LIGHT r ry BULLNOSE EDGE � - r _ _ e SPACE SPNACE v 1 3' -6" I' -6" I 3' -6" 11'_6" 1. CHART SCALE: 1/4" _ P LAM. CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TY-F. PLAM. ISLAND TABLE - SUPPORT AS REO'D a) - - - - - q DISH - _ 5 5 - - OXYGEN WASH - - - - N - - N 5 _Ou 11_6" �4CTIVIT`I' 201 - <TC1-IEN 21 LAUNDRY1 153 I SCALE: 1/4" = 1' -011 45.1 SCALE: 1/4" = 1' -0" GENERAL NOTE &: DECORATIVE LIGHT FIXT. (TYP) VERIFY I 1• ALL CASEWORK 5 PLASTIC LAMINATE Ea.� Ea, OR WOOD A5 SPECIFIED - UNLESS NOTED �rm� 6 � /I /I �� OTHERWISE °nom 2. COLOR AND MIANUFACT. TO 5E VERIFIED WITH THE ARCHITECT. 3, ALL UPPER CA55. W/ TWO (2) ADJUST. SHELVES �O =0 4. ALL LOWER W/ A DRAWER AND GABS. W/ ONE (1) a =? e ADJUST. SHED AND 4" PLAM, BACKSPLASH - o UNLESS NOTED OTHERWISE BASE AS 5 ALL LOWER CABINETS 24" DEEP - ALL UPPER SCHED. NOTE: CABINETS 12" DEEP - UNLESS NOTED OTHERWISE. WD. PANEL TO MATCH CABNT, FACES TRIM e PILASTERS To BE DRK NURSE C�4LL ro THE MAL PROTECT ALL EXPOSED PLUMBING ADJ. SHELVING 2' pE P S II LOCKABLE N OOD - DRAWER SINK 1 SINK 0 U.G. LIGH PLAM. 45° ANG, 1 45° ANG. COUNTER 0 S 9 KNEE - SPACE REMOVABLE C ELEVATION FROM GAB. AND LIVING ROOM BASE (TYP) 0" 2' -6" 1' -6" 2' -O" UNDER- COUNTER 2' -0" DEEP /� j�/� / 2' -0" DEEP TYP I CAL ROO' I \ I LF� REMOVABLE FRONT AT SINK LOCATION FOR ADA ACCESS SCALE: 1/4" = I' -0" 2� R A5.1 SCALE: 1/411 1' -011 PIPES. C°cENEFyAL NOTES - FJRNITJRE: SHELF HANGER 1, ALL FURNITURE SHALL MEET FLAME SPREAD ROD REQUIREMENTS, x BRACING - 2. ALL SEATING AND T,45LE5 SHALL MEET THE N - - -_ _ ot REQUfREMENT5 SET FORTH IN WAC 51 -40 SEC. 110(c SAFE OPTIONAL n CLF UNITS HANGER ROD n i ONLY) L-1 __� v �L 1`� FRONT ELEVATION 5" ELEVATION 3' -0 3' -0 POCKET 32" MIN. D TYP, CL05ET ADA APPROVED A5.1 SCALE: 1/4" ■ 1' -0" DOOR HARDWARE I I NOTE: 0 VERIFY ALL SAFE LOCATIONS IN ILF UNITS. INSTALL IN CLOSETS BELOW LOWER SHELF BRACKETS, ELEVATION POCKET POOR AT TENANT BATH / (LOS 3' -0" 3' -0" 1. SHELF (TYP) 32" MIN. A FRONT ELEVATION SIDE ELEVATION TYP. P,4NTi�Y A5.1 SCALE: 1/4" = 1' -0" ADA APPROVED DOOR HARDWARE BLOCKING " MIN. POCKET DOOR PLAN / SECTION AT TENANT BATH / (LOS DET741L - POC<ET DOOR .1 SCALE: N.T.S. NOTE: UNDER -CUT DOOR 1 -1/2" FOR VENTILATION H F 0 -1 w yo 00 0 U W i7 C) O O u a� N 0 N VJ C41 Rai ■ 1 0 E W N C'1 O U) c N coo c co :�to cy Lo M you) QD LL REVISIONS: EXP 30 SEPT, 2004 PROJECT TITLE: O c�7 � 3 z 0 H a \z/ O F--I � a a O rj u 111 0 on SHEET TITLE: INTERIOR ELEVATIONS AND DETAILS DRAWN BY SHEET: cats I%Omcza. 0317 A5.1 DATE: 15SEPN J li iY�i7Y PLAM. COUNTER LOCKABLE CAB KNEE KNEE SPACE l ATA SPACE ER PAPER TOWEL D 15P. (MOUNT 6 A.F.F.) - QX WRAP ALL PIPES W/ PROTECTIVE COVER, TYP. PLAM, SPLAS" ALL (3) WALLS P. LAM CASEWORK (TYP. FOR ALL CASEWORK) x6 WOOD CAP TYP. W/ 2" BUL -NOSE EDGE ALL KNEE v O SPACE BASE A5 SCHED. F.E.C. (71'F'.) 45.1 SCALE: 1/4" = I' -0" UPPER = 1' -0" DEEP r;II I I N LOCKABLE C' G PHONE _ DRWRS DATA " POWER N KNEE - S SPACE - N X I' -6" 6" LOWER 2' -0" DEEP �S COl`�IPUTE R 112 �g ACTIVITY 201 A5.1 SCALE: 1" = I' -0" A5.1 SCALE: 1/4" = 1' -0" 1--IOSPITALITY SCALE: 1/4" 1' -0" PLAM. CABINETS W/ p_6" P LAM CASEWORK (TYP FOR AL CASEWORK) - Ix6 .1.100D CAP TYP. W/ " B LLN05E EDGE - 2" WOOD BULLNOSE 9 LPLAM KNEE (COLOR 2) Fi� cen e RECEPT ION SCALE: 1/4" = I' -0" R LAM, CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TYP. LAM. BACKSPLASH SET ON TOP OF COVE _ BASE S - LU5HING SINK WASH B BA51N S SPACE - 6" COVE BASE 501LED UTIL. (51m.) SCALE: 114" = 1' -0" S UPPER = I' -0" DEEP LOWER = 2' -0" DEEP OPEN SHELVING FOR CHARTS U.G. LIGHT r ry BULLNOSE EDGE � - r _ _ e SPACE SPNACE v 1 3' -6" I' -6" I 3' -6" 11'_6" 1. CHART SCALE: 1/4" _ P LAM. CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TY-F. PLAM. ISLAND TABLE - SUPPORT AS REO'D a) - - - - - q DISH - _ 5 5 - - OXYGEN WASH - - - - N - - N 5 _Ou 11_6" �4CTIVIT`I' 201 - <TC1-IEN 21 LAUNDRY1 153 I SCALE: 1/4" = 1' -011 45.1 SCALE: 1/4" = 1' -0" GENERAL NOTE &: DECORATIVE LIGHT FIXT. (TYP) VERIFY I 1• ALL CASEWORK 5 PLASTIC LAMINATE Ea.� Ea, OR WOOD A5 SPECIFIED - UNLESS NOTED �rm� 6 � /I /I �� OTHERWISE °nom 2. COLOR AND MIANUFACT. TO 5E VERIFIED WITH THE ARCHITECT. 3, ALL UPPER CA55. W/ TWO (2) ADJUST. SHELVES �O =0 4. ALL LOWER W/ A DRAWER AND GABS. W/ ONE (1) a =? e ADJUST. SHED AND 4" PLAM, BACKSPLASH - o UNLESS NOTED OTHERWISE BASE AS 5 ALL LOWER CABINETS 24" DEEP - ALL UPPER SCHED. NOTE: CABINETS 12" DEEP - UNLESS NOTED OTHERWISE. WD. PANEL TO MATCH CABNT, FACES TRIM e PILASTERS To BE DRK NURSE C�4LL ro THE MAL PROTECT ALL EXPOSED PLUMBING ADJ. SHELVING 2' pE P S II LOCKABLE N OOD - DRAWER SINK 1 SINK 0 U.G. LIGH PLAM. 45° ANG, 1 45° ANG. COUNTER 0 S 9 KNEE - SPACE REMOVABLE C ELEVATION FROM GAB. AND LIVING ROOM BASE (TYP) 0" 2' -6" 1' -6" 2' -O" UNDER- COUNTER 2' -0" DEEP /� j�/� / 2' -0" DEEP TYP I CAL ROO' I \ I LF� REMOVABLE FRONT AT SINK LOCATION FOR ADA ACCESS SCALE: 1/4" = I' -0" 2� R A5.1 SCALE: 1/411 1' -011 PIPES. C°cENEFyAL NOTES - FJRNITJRE: SHELF HANGER 1, ALL FURNITURE SHALL MEET FLAME SPREAD ROD REQUIREMENTS, x BRACING - 2. ALL SEATING AND T,45LE5 SHALL MEET THE N - - -_ _ ot REQUfREMENT5 SET FORTH IN WAC 51 -40 SEC. 110(c SAFE OPTIONAL n CLF UNITS HANGER ROD n i ONLY) L-1 __� v �L 1`� FRONT ELEVATION 5" ELEVATION 3' -0 3' -0 POCKET 32" MIN. D TYP, CL05ET ADA APPROVED A5.1 SCALE: 1/4" ■ 1' -0" DOOR HARDWARE I I NOTE: 0 VERIFY ALL SAFE LOCATIONS IN ILF UNITS. INSTALL IN CLOSETS BELOW LOWER SHELF BRACKETS, ELEVATION POCKET POOR AT TENANT BATH / (LOS 3' -0" 3' -0" 1. SHELF (TYP) 32" MIN. A FRONT ELEVATION SIDE ELEVATION TYP. P,4NTi�Y A5.1 SCALE: 1/4" = 1' -0" ADA APPROVED DOOR HARDWARE BLOCKING " MIN. POCKET DOOR PLAN / SECTION AT TENANT BATH / (LOS DET741L - POC<ET DOOR .1 SCALE: N.T.S. NOTE: UNDER -CUT DOOR 1 -1/2" FOR VENTILATION H F 0 -1 w yo 00 0 U W i7 C) O O u a� N 0 N VJ C41 Rai ■ 1 0 E W N C'1 O U) c N coo c co :�to cy Lo M you) QD LL REVISIONS: EXP 30 SEPT, 2004 PROJECT TITLE: O c�7 � 3 z 0 H a \z/ O F--I � a a O rj u 111 0 on SHEET TITLE: INTERIOR ELEVATIONS AND DETAILS DRAWN BY SHEET: cats I%Omcza. 0317 A5.1 DATE: 15SEPN J li PAPER TOWEL D 15P. (MOUNT 6 A.F.F.) - QX WRAP ALL PIPES W/ PROTECTIVE COVER, TYP. PLAM, SPLAS" ALL (3) WALLS P. LAM CASEWORK (TYP. FOR ALL CASEWORK) x6 WOOD CAP TYP. W/ 2" BUL -NOSE EDGE ALL KNEE v O SPACE BASE A5 SCHED. F.E.C. (71'F'.) 45.1 SCALE: 1/4" = I' -0" UPPER = 1' -0" DEEP r;II I I N LOCKABLE C' G PHONE _ DRWRS DATA " POWER N KNEE - S SPACE - N X I' -6" 6" LOWER 2' -0" DEEP �S COl`�IPUTE R 112 �g ACTIVITY 201 A5.1 SCALE: 1" = I' -0" A5.1 SCALE: 1/4" = 1' -0" 1--IOSPITALITY SCALE: 1/4" 1' -0" PLAM. CABINETS W/ p_6" P LAM CASEWORK (TYP FOR AL CASEWORK) - Ix6 .1.100D CAP TYP. W/ " B LLN05E EDGE - 2" WOOD BULLNOSE 9 LPLAM KNEE (COLOR 2) Fi� cen e RECEPT ION SCALE: 1/4" = I' -0" R LAM, CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TYP. LAM. BACKSPLASH SET ON TOP OF COVE _ BASE S - LU5HING SINK WASH B BA51N S SPACE - 6" COVE BASE 501LED UTIL. (51m.) SCALE: 114" = 1' -0" S UPPER = I' -0" DEEP LOWER = 2' -0" DEEP OPEN SHELVING FOR CHARTS U.G. LIGHT r ry BULLNOSE EDGE � - r _ _ e SPACE SPNACE v 1 3' -6" I' -6" I 3' -6" 11'_6" 1. CHART SCALE: 1/4" _ P LAM. CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TY-F. PLAM. ISLAND TABLE - SUPPORT AS REO'D a) - - - - - q DISH - _ 5 5 - - OXYGEN WASH - - - - N - - N 5 _Ou 11_6" �4CTIVIT`I' 201 - <TC1-IEN 21 LAUNDRY1 153 I SCALE: 1/4" = 1' -011 45.1 SCALE: 1/4" = 1' -0" GENERAL NOTE &: DECORATIVE LIGHT FIXT. (TYP) VERIFY I 1• ALL CASEWORK 5 PLASTIC LAMINATE Ea.� Ea, OR WOOD A5 SPECIFIED - UNLESS NOTED �rm� 6 � /I /I �� OTHERWISE °nom 2. COLOR AND MIANUFACT. TO 5E VERIFIED WITH THE ARCHITECT. 3, ALL UPPER CA55. W/ TWO (2) ADJUST. SHELVES �O =0 4. ALL LOWER W/ A DRAWER AND GABS. W/ ONE (1) a =? e ADJUST. SHED AND 4" PLAM, BACKSPLASH - o UNLESS NOTED OTHERWISE BASE AS 5 ALL LOWER CABINETS 24" DEEP - ALL UPPER SCHED. NOTE: CABINETS 12" DEEP - UNLESS NOTED OTHERWISE. WD. PANEL TO MATCH CABNT, FACES TRIM e PILASTERS To BE DRK NURSE C�4LL ro THE MAL PROTECT ALL EXPOSED PLUMBING ADJ. SHELVING 2' pE P S II LOCKABLE N OOD - DRAWER SINK 1 SINK 0 U.G. LIGH PLAM. 45° ANG, 1 45° ANG. COUNTER 0 S 9 KNEE - SPACE REMOVABLE C ELEVATION FROM GAB. AND LIVING ROOM BASE (TYP) 0" 2' -6" 1' -6" 2' -O" UNDER- COUNTER 2' -0" DEEP /� j�/� / 2' -0" DEEP TYP I CAL ROO' I \ I LF� REMOVABLE FRONT AT SINK LOCATION FOR ADA ACCESS SCALE: 1/4" = I' -0" 2� R A5.1 SCALE: 1/411 1' -011 PIPES. C°cENEFyAL NOTES - FJRNITJRE: SHELF HANGER 1, ALL FURNITURE SHALL MEET FLAME SPREAD ROD REQUIREMENTS, x BRACING - 2. ALL SEATING AND T,45LE5 SHALL MEET THE N - - -_ _ ot REQUfREMENT5 SET FORTH IN WAC 51 -40 SEC. 110(c SAFE OPTIONAL n CLF UNITS HANGER ROD n i ONLY) L-1 __� v �L 1`� FRONT ELEVATION 5" ELEVATION 3' -0 3' -0 POCKET 32" MIN. D TYP, CL05ET ADA APPROVED A5.1 SCALE: 1/4" ■ 1' -0" DOOR HARDWARE I I NOTE: 0 VERIFY ALL SAFE LOCATIONS IN ILF UNITS. INSTALL IN CLOSETS BELOW LOWER SHELF BRACKETS, ELEVATION POCKET POOR AT TENANT BATH / (LOS 3' -0" 3' -0" 1. SHELF (TYP) 32" MIN. A FRONT ELEVATION SIDE ELEVATION TYP. P,4NTi�Y A5.1 SCALE: 1/4" = 1' -0" ADA APPROVED DOOR HARDWARE BLOCKING " MIN. POCKET DOOR PLAN / SECTION AT TENANT BATH / (LOS DET741L - POC<ET DOOR .1 SCALE: N.T.S. NOTE: UNDER -CUT DOOR 1 -1/2" FOR VENTILATION H F 0 -1 w yo 00 0 U W i7 C) O O u a� N 0 N VJ C41 Rai ■ 1 0 E W N C'1 O U) c N coo c co :�to cy Lo M you) QD LL REVISIONS: EXP 30 SEPT, 2004 PROJECT TITLE: O c�7 � 3 z 0 H a \z/ O F--I � a a O rj u 111 0 on SHEET TITLE: INTERIOR ELEVATIONS AND DETAILS DRAWN BY SHEET: cats I%Omcza. 0317 A5.1 DATE: 15SEPN J li CHART SCALE: 1/4" _ P LAM. CAB. VERIFY W/ ADJ. SHELVES, UPPER = 1' -0" DEEP LOCKS, TY-F. PLAM. ISLAND TABLE - SUPPORT AS REO'D a) - - - - - q DISH - _ 5 5 - - OXYGEN WASH - - - - N - - N 5 _Ou 11_6" �4CTIVIT`I' 201 - <TC1-IEN 21 LAUNDRY1 153 I SCALE: 1/4" = 1' -011 45.1 SCALE: 1/4" = 1' -0" GENERAL NOTE &: DECORATIVE LIGHT FIXT. (TYP) VERIFY I 1• ALL CASEWORK 5 PLASTIC LAMINATE Ea.� Ea, OR WOOD A5 SPECIFIED - UNLESS NOTED �rm� 6 � /I /I �� OTHERWISE °nom 2. COLOR AND MIANUFACT. TO 5E VERIFIED WITH THE ARCHITECT. 3, ALL UPPER CA55. W/ TWO (2) ADJUST. SHELVES �O =0 4. ALL LOWER W/ A DRAWER AND GABS. W/ ONE (1) a =? e ADJUST. SHED AND 4" PLAM, BACKSPLASH - o UNLESS NOTED OTHERWISE BASE AS 5 ALL LOWER CABINETS 24" DEEP - ALL UPPER SCHED. NOTE: CABINETS 12" DEEP - UNLESS NOTED OTHERWISE. WD. PANEL TO MATCH CABNT, FACES TRIM e PILASTERS To BE DRK NURSE C�4LL ro THE MAL PROTECT ALL EXPOSED PLUMBING ADJ. SHELVING 2' pE P S II LOCKABLE N OOD - DRAWER SINK 1 SINK 0 U.G. LIGH PLAM. 45° ANG, 1 45° ANG. COUNTER 0 S 9 KNEE - SPACE REMOVABLE C ELEVATION FROM GAB. AND LIVING ROOM BASE (TYP) 0" 2' -6" 1' -6" 2' -O" UNDER- COUNTER 2' -0" DEEP /� j�/� / 2' -0" DEEP TYP I CAL ROO' I \ I LF� REMOVABLE FRONT AT SINK LOCATION FOR ADA ACCESS SCALE: 1/4" = I' -0" 2� R A5.1 SCALE: 1/411 1' -011 PIPES. C°cENEFyAL NOTES - FJRNITJRE: SHELF HANGER 1, ALL FURNITURE SHALL MEET FLAME SPREAD ROD REQUIREMENTS, x BRACING - 2. ALL SEATING AND T,45LE5 SHALL MEET THE N - - -_ _ ot REQUfREMENT5 SET FORTH IN WAC 51 -40 SEC. 110(c SAFE OPTIONAL n CLF UNITS HANGER ROD n i ONLY) L-1 __� v �L 1`� FRONT ELEVATION 5" ELEVATION 3' -0 3' -0 POCKET 32" MIN. D TYP, CL05ET ADA APPROVED A5.1 SCALE: 1/4" ■ 1' -0" DOOR HARDWARE I I NOTE: 0 VERIFY ALL SAFE LOCATIONS IN ILF UNITS. INSTALL IN CLOSETS BELOW LOWER SHELF BRACKETS, ELEVATION POCKET POOR AT TENANT BATH / (LOS 3' -0" 3' -0" 1. SHELF (TYP) 32" MIN. A FRONT ELEVATION SIDE ELEVATION TYP. P,4NTi�Y A5.1 SCALE: 1/4" = 1' -0" ADA APPROVED DOOR HARDWARE BLOCKING " MIN. POCKET DOOR PLAN / SECTION AT TENANT BATH / (LOS DET741L - POC<ET DOOR .1 SCALE: N.T.S. NOTE: UNDER -CUT DOOR 1 -1/2" FOR VENTILATION H F 0 -1 w yo 00 0 U W i7 C) O O u a� N 0 N VJ C41 Rai ■ 1 0 E W N C'1 O U) c N coo c co :�to cy Lo M you) QD LL REVISIONS: EXP 30 SEPT, 2004 PROJECT TITLE: O c�7 � 3 z 0 H a \z/ O F--I � a a O rj u 111 0 on SHEET TITLE: INTERIOR ELEVATIONS AND DETAILS DRAWN BY SHEET: cats I%Omcza. 0317 A5.1 DATE: 15SEPN J li �� OTHERWISE °nom 2. COLOR AND MIANUFACT. TO 5E VERIFIED WITH THE ARCHITECT. 3, ALL UPPER CA55. W/ TWO (2) ADJUST. SHELVES �O =0 4. ALL LOWER W/ A DRAWER AND GABS. W/ ONE (1) a =? e ADJUST. SHED AND 4" PLAM, BACKSPLASH - o UNLESS NOTED OTHERWISE BASE AS 5 ALL LOWER CABINETS 24" DEEP - ALL UPPER SCHED. NOTE: CABINETS 12" DEEP - UNLESS NOTED OTHERWISE. WD. PANEL TO MATCH CABNT, FACES TRIM e PILASTERS To BE DRK NURSE C�4LL ro THE MAL PROTECT ALL EXPOSED PLUMBING ADJ. SHELVING 2' pE P S II LOCKABLE N OOD - DRAWER SINK 1 SINK 0 U.G. LIGH PLAM. 45° ANG, 1 45° ANG. COUNTER 0 S 9 KNEE - SPACE REMOVABLE C ELEVATION FROM GAB. AND LIVING ROOM BASE (TYP) 0" 2' -6" 1' -6" 2' -O" UNDER- COUNTER 2' -0" DEEP /� j�/� / 2' -0" DEEP TYP I CAL ROO' I \ I LF� REMOVABLE FRONT AT SINK LOCATION FOR ADA ACCESS SCALE: 1/4" = I' -0" 2� R A5.1 SCALE: 1/411 1' -011 PIPES. C°cENEFyAL NOTES - FJRNITJRE: SHELF HANGER 1, ALL FURNITURE SHALL MEET FLAME SPREAD ROD REQUIREMENTS, x BRACING - 2. ALL SEATING AND T,45LE5 SHALL MEET THE N - - -_ _ ot REQUfREMENT5 SET FORTH IN WAC 51 -40 SEC. 110(c SAFE OPTIONAL n CLF UNITS HANGER ROD n i ONLY) L-1 __� v �L 1`� FRONT ELEVATION 5" ELEVATION 3' -0 3' -0 POCKET 32" MIN. D TYP, CL05ET ADA APPROVED A5.1 SCALE: 1/4" ■ 1' -0" DOOR HARDWARE I I NOTE: 0 VERIFY ALL SAFE LOCATIONS IN ILF UNITS. INSTALL IN CLOSETS BELOW LOWER SHELF BRACKETS, ELEVATION POCKET POOR AT TENANT BATH / (LOS 3' -0" 3' -0" 1. SHELF (TYP) 32" MIN. A FRONT ELEVATION SIDE ELEVATION TYP. P,4NTi�Y A5.1 SCALE: 1/4" = 1' -0" ADA APPROVED DOOR HARDWARE BLOCKING " MIN. POCKET DOOR PLAN / SECTION AT TENANT BATH / (LOS DET741L - POC<ET DOOR .1 SCALE: N.T.S. NOTE: UNDER -CUT DOOR 1 -1/2" FOR VENTILATION H F 0 -1 w yo 00 0 U W i7 C) O O u a� N 0 N VJ C41 Rai ■ 1 0 E W N C'1 O U) c N coo c co :�to cy Lo M you) QD LL REVISIONS: EXP 30 SEPT, 2004 PROJECT TITLE: O c�7 � 3 z 0 H a \z/ O F--I � a a O rj u 111 0 on SHEET TITLE: INTERIOR ELEVATIONS AND DETAILS DRAWN BY SHEET: cats I%Omcza. 0317 A5.1 DATE: 15SEPN J li SCHED. NOTE: CABINETS 12" DEEP - UNLESS NOTED OTHERWISE. WD. PANEL TO MATCH CABNT, FACES TRIM e PILASTERS To BE DRK NURSE C�4LL ro THE MAL PROTECT ALL EXPOSED PLUMBING ADJ. SHELVING 2' pE P S II LOCKABLE N OOD - DRAWER SINK 1 SINK 0 U.G. LIGH PLAM. 45° ANG, 1 45° ANG. COUNTER 0 S 9 KNEE - SPACE REMOVABLE C ELEVATION FROM GAB. AND LIVING ROOM BASE (TYP) 0" 2' -6" 1' -6" 2' -O" UNDER- COUNTER 2' -0" DEEP /� j�/� / 2' -0" DEEP TYP I CAL ROO' I \ I LF� REMOVABLE FRONT AT SINK LOCATION FOR ADA ACCESS SCALE: 1/4" = I' -0" 2� R A5.1 SCALE: 1/411 1' -011 PIPES. C°cENEFyAL NOTES - FJRNITJRE: SHELF HANGER 1, ALL FURNITURE SHALL MEET FLAME SPREAD ROD REQUIREMENTS, x BRACING - 2. ALL SEATING AND T,45LE5 SHALL MEET THE N - - -_ _ ot REQUfREMENT5 SET FORTH IN WAC 51 -40 SEC. 110(c SAFE OPTIONAL n CLF UNITS HANGER ROD n i ONLY) L-1 __� v �L 1`� FRONT ELEVATION 5" ELEVATION 3' -0 3' -0 POCKET 32" MIN. D TYP, CL05ET ADA APPROVED A5.1 SCALE: 1/4" ■ 1' -0" DOOR HARDWARE I I NOTE: 0 VERIFY ALL SAFE LOCATIONS IN ILF UNITS. INSTALL IN CLOSETS BELOW LOWER SHELF BRACKETS, ELEVATION POCKET POOR AT TENANT BATH / (LOS 3' -0" 3' -0" 1. SHELF (TYP) 32" MIN. A FRONT ELEVATION SIDE ELEVATION TYP. P,4NTi�Y A5.1 SCALE: 1/4" = 1' -0" ADA APPROVED DOOR HARDWARE BLOCKING " MIN. POCKET DOOR PLAN / SECTION AT TENANT BATH / (LOS DET741L - POC<ET DOOR .1 SCALE: N.T.S. NOTE: UNDER -CUT DOOR 1 -1/2" FOR VENTILATION H F 0 -1 w yo 00 0 U W i7 C) O O u a� N 0 N VJ C41 Rai ■ 1 0 E W N C'1 O U) c N coo c co :�to cy Lo M you) QD LL REVISIONS: EXP 30 SEPT, 2004 PROJECT TITLE: O c�7 � 3 z 0 H a \z/ O F--I � a a O rj u 111 0 on SHEET TITLE: INTERIOR ELEVATIONS AND DETAILS DRAWN BY SHEET: cats I%Omcza. 0317 A5.1 DATE: 15SEPN J li 2' -0" DEEP /� j�/� / 2' -0" DEEP TYP I CAL ROO' I \ I LF� REMOVABLE FRONT AT SINK LOCATION FOR ADA ACCESS SCALE: 1/4" = I' -0" 2� R A5.1 SCALE: 1/411 1' -011 PIPES. C°cENEFyAL NOTES - FJRNITJRE: SHELF HANGER 1, ALL FURNITURE SHALL MEET FLAME SPREAD ROD REQUIREMENTS, x BRACING - 2. ALL SEATING AND T,45LE5 SHALL MEET THE N - - -_ _ ot REQUfREMENT5 SET FORTH IN WAC 51 -40 SEC. 110(c SAFE OPTIONAL n CLF UNITS HANGER ROD n i ONLY) L-1 __� v �L 1`� FRONT ELEVATION 5" ELEVATION 3' -0 3' -0 POCKET 32" MIN. D TYP, CL05ET ADA APPROVED A5.1 SCALE: 1/4" ■ 1' -0" DOOR HARDWARE I I NOTE: 0 VERIFY ALL SAFE LOCATIONS IN ILF UNITS. INSTALL IN CLOSETS BELOW LOWER SHELF BRACKETS, ELEVATION POCKET POOR AT TENANT BATH / (LOS 3' -0" 3' -0" 1. SHELF (TYP) 32" MIN. A FRONT ELEVATION SIDE ELEVATION TYP. P,4NTi�Y A5.1 SCALE: 1/4" = 1' -0" ADA APPROVED DOOR HARDWARE BLOCKING " MIN. POCKET DOOR PLAN / SECTION AT TENANT BATH / (LOS DET741L - POC<ET DOOR .1 SCALE: N.T.S. NOTE: UNDER -CUT DOOR 1 -1/2" FOR VENTILATION H F 0 -1 w yo 00 0 U W i7 C) O O u a� N 0 N VJ C41 Rai ■ 1 0 E W N C'1 O U) c N coo c co :�to cy Lo M you) QD LL REVISIONS: EXP 30 SEPT, 2004 PROJECT TITLE: O c�7 � 3 z 0 H a \z/ O F--I � a a O rj u 111 0 on SHEET TITLE: INTERIOR ELEVATIONS AND DETAILS DRAWN BY SHEET: cats I%Omcza. 0317 A5.1 DATE: 15SEPN J li J li I- ROOF/FLOOR/CEILING TYPES R/C TYPE ' I' TWO (2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD APPLIED TO BOTTOM OF PRE - MANUFACTURED ROOF TRUSSES 6 24" O.C. (GA FILE RC 211 or APPROVED ALTERNATE FROM TRUSS MANUFACT. BASE LAYER OF GYP, BD. AT RT ANGLES TO TRUSS FACE LAYER OF GYP, BD, AT RT. ANGLES TO TRUSS OFFSET JOINTS 24" O.C. (2) TWO LAYERS 5/8" TYPE 'X' GYP. BD. (FINISHED CEILING) Base layer 5/8" type X gyp. Co. applied o rt angles to joist or trusses 24" oc. w/ 1 -1/4" type 5 or W drywall screws 24" o.c. Face layer 5/8" type X gyp. bd. applied a rt. angles to ,foist or truss thru base layer w/ 1 -1 /8" type 5 or W drywall screws 12" o.c. a ,Joints 4 Interm. Joist or truss. Offset joints 24" oz. from base layer, 1 -1/2" type G drywall screws placed 2" back either side of face lager and joints. Mir, 1/2" plywd, applied w/ ext. glue a rt, angles to top of Joist or truss w/ 8d nails F/C TYPE '3' GA FILE NO. FC 5406 TWO (2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD APPLIED TO BOTTOM OF WOOD FRAMING SUSPENDED CEILING BELOW — REFER TO (2) TWO LAYERS 5/8" TYPE 'X' GYP. BD. PLANS FOR TYPE & LOCATIONS NOTE: F/C TYPE 12' COULD BE SUB. FOR F/C TYPE 13' IF TJI'S USED Base layer 5/8" type X gyp bd. applied a rt angles to joist or trusses 24" cc w/ 1 -1/4" type 5 or W drywall screws 24" o.c. Face layer 5/8" type X gyp. bd, applied a rt. angles to joist or truss thru base layer W/ I -1/8" type S drywall screws 12" cc. a joints 4 Interm. Joist 4 1 -1/2" type G drywall screws 12" o.c. placed 2" back either side of face layer end joints. Offset joints 24" cc. Plywd applied w/ ext. glue a rt. angles to top of joist w/ 8d nails. 5E I5� 11G 5U5FIENDED GRiD NOTE6 PROVIDE HORIZONTAL RESTRAINT OF 4 - 012 GA. WIRES SECURED TO THE MAIN RUNNER INTERSECTION AND SPLAYED 90• FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING FASTEN, A STRUT TO THE MAIN RUNNER TO EXTEND TO AND FASTENED TO THE STRUCTURE ABOVE, THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACE WIRES. THESE HORIZIONTAL RESTRAINT POINTS SHALL BE PLACED 12' O.G. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL. ATTACH RESTAINT WIRESTO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED, LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR A DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES, BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO TEH STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THEN 200 LBS OR THE ACTUAL DESIGN LOAD, WHICHEVER 15 GREATER, WITH A SAFETY FACTOR OF 2. LIGHTING FIXTURES WEIGHTING LESS THAN 56 LIES. SHALL HAVE, IN ADDITION TO THE REQUIREMENTS ABOVE, 2 -012 GA. HANGERS CONNECTED FROM TEH FIXTURE HOUSING TO THE STRUCTURE ABOVE, THESE WIRES MAY BE SLACK. LIGHTING FIXTURES WEIGHTING 56 LBS, OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS, PENDANT -HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE USING 119 GA. WIRE OR APPROVED SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. CONNECTION DEVICES TO BE LATERAL E ING a 1Y O.C. EACH WAY. MAIN RUNNER To OF AN APPROVED TYPE AND STRUCTURE, BEGIN GRACING WITH IN 4' CF PERIMETER A F/C TYPE '2' Ref: NER -148, NER -200, ICBO ES PFC -4354 GYPCRETE TOPPING ON 3/4" T4G PLYWOOD ON STRUCTURAL MEMBERS -z MAX. 24" O.C. W/ TWO LAYERS OF 1/2" TYPE 'X' GYP. BD. W/ BATT INSULATION (SOUND ONLY) GYPCRETE TOPPING - t ; , r•, L' t 3/4" T &G PLYWOOD or OSB SHEATHING �STRUCTURAL MEMBER (24 "O.C. MAX.) BATT INSULATION (FOR SOUND ONLY) mwyu (2) TWO LAYERS 1/2" TYPE 'X' GYP BD. Base layer 1/2" type X gyp. bd. applied a rt angles to Joist or trusses 24" o.c. w/ 1 -1/4' type 8 or W drywall screws 24' o.c. Face layer 1/2" type X gyp. Do. applied a rt, angles to joist or truss thru base layer w/ 1 -1/8" type S or W drywall screws 12" o.c. a joints 4 Interm, joist or truss. Offset joints 24" o.c. from base layer, 1 -1/2" type G drywall screws placed 2" back either side of face layer end joints. Plywd. applied w/ ext. glue a rt. angles to top of joist or truss W/ 8d nails F/C TYPE W GA FILE NO, FC 540(o TWO (2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD APPLIED TO BOTTOM OF WOOD FRAMING NOTE: (2) TWO LAYERS 5/8" TYPE 'X' GYP. BD. ((FINISHED CEILING) F/C TYPE '2' COULD BE SUB, FOR F/C TYPE '4' IF TJI'S USED Base layer 5/8" type X gyp. bd, applied a rt angles to Joist or trusses 24" oc w/ 1 -1/4" type S or W drywall screws 24" cc. Face layer 518" type X gyp, bd. applied a rt, angles to Joist or truss thru base layer w/ 1 -1/8" type S drywall screws 12" o.c. a joints 4 Interm Joist 4 1 -1/2" type G drywall screws 12" o.c. placed 2" back either side of face layer end joints. Offset joints 24" o.c. Plywd, applied w/ ext. glue a rt. angles to top of joist w/ Sd nails. LATERAL BRACING FOR SUSPENDED CEILING N.T.S. L RCP - LEGEND REFER FLOOR/CEILING TYPE FINISHED GYP. BD. CEILING ON TRUSSES , ' • ,,, i. FINISHED GYP BD. CEILING ON TJI's OR DIMENSIONAL LUMBER SUSPENDED GYP. BD. CEILING m W -0" AFF, SUSPENDED LAY -IN CEILING 2x2 TILE a W -0" A.F.F. (2nd LOOK or APPROV.) SUSPENDED LAY -IN CEILING 2x4 TILE a V -0" AFF, VINYL LAY -IN CEILING 2x4 TILE a V -0" AFF. IjSUSPENDED ' ONE -HR FIRE BARRIER ATTIC DRAFT STOP (NOT REQVD) NOTE: ALL TENANT ROOMS ARE GYP. BD. CEILING - REFER FLOOR/ CEILING TYPES - REFER TO ELEC. FOR LIGHTING INFORMATION AND LOCATION IN EACH TENANT ROOM. NOTE. ALL PENETRATIONS OF FIRE - RESISTANCE -RATED FLOOR/ CEILING ASSEMBLIES TO MEET THE REQUIREMENTS OF IBC SECTION 112.4 - REFER TO ALL EXCEPTIONS FOR CLARIFICATIONS 4 REQUIREMENTS f R5T FLOOD RC SCALE: I/ 161' = I'-011 a '10 0-2 h F0��•I w 11-r .O O W 00000 c� CI000Q. tj b V) 00 L O � bom 0 kf) U N:/IW�.1 O C/3 r-) U ry- El I i I I i I I i I vl I I 0 E W m l 0 a aSi c 000 W' y o cq N 0) W 7 00 to µ =I � .�- n y C:) Lo'�','. /j rl REVISIONS• V TERED ITEC ED MO EXP 30 SEPT. 2004 PROJECT TITLE• O CC z � O H o a 4 O U a U w F—I O w z SHEET TITLE- FIRST FLOOR REFLECTED CEILING PLAN DRAam*sY SHEET: oCE PROJECT #: 0317 A6.1 DATE: 15SEP04 I I I I i y W 00000 c� CI000Q. tj b V) 00 L O � bom 0 kf) U N:/IW�.1 O C/3 r-) U ry- El I i I I i I I i I vl I I 0 E W m l 0 a aSi c 000 W' y o cq N 0) W 7 00 to µ =I � .�- n y C:) Lo'�','. /j rl REVISIONS• V TERED ITEC ED MO EXP 30 SEPT. 2004 PROJECT TITLE• O CC z � O H o a 4 O U a U w F—I O w z SHEET TITLE- FIRST FLOOR REFLECTED CEILING PLAN DRAam*sY SHEET: oCE PROJECT #: 0317 A6.1 DATE: 15SEP04 I I I I i r L ROOF/FLOOR/CEILING TYPES R/C TYPE '1' TWO (2) LAYERS 5 15" TYPE 'X' GYPSUM BOARD APPLIED TO BOTTOM OF PRE - MANUFACTURED ROOF TRUSSES e 24" O.C. (GA FILE RC 2600 or APPROVED ALTERNATE FROM TRUSS MANUFACT. BASE LAYER OF GYP, 51:),,4T RT ANGLES TO TRUSS FACE LAYER OF GYP. BD, AT RT. ANGLES TO TRUSS OFFSET JOINTS 24" O.C. "ry5a , (2) TWO LAYERS 5/8" TYPE 'X' GYP. BD. (FINISHED CEILING) Base layer 5/8" type X gyp. bd, applied o rt angles to Joist or trusses 24" o.c. w/ 1 -1/4" type 5 or W drywall screws 24" oz. Face layer 5/8" type X gyp. bd. applied a rt, angles to Joist or truss thru base layer w/ 1 -1/8" type 5 or W drywall screws 12" o.e 10 Joints t Interm. Joist or truss. Offset Joints 24" oo from base layer, 1 -1/2" type G drywall screws placed 2" back either side of face layer end Joints. Min. 1/2" plywd applied w/ ext. glue a rt. angles to top of Joist or truss w/ 8d na IIs, F/C TYPE '3' GA FILE NO. FC 5406 TWO (2) LAYERS 5/S" TYPE 'X' GYPSUM BOARD APPLIED TO BOTTOM OF WOOD FRAMING Wr SUSPENDED CEILING BELOW — REFER TO (2) TWO LAYERS 5/8" TYPE 'X' GYP BD. PLANS FOR TYPE & LOCATIONS NOTE: F/C TYPE 12' COULD BE SUB, FOR F/C TYPE '3' IF TJI'S USED Base layer 5/8" type X gyp. bd. applied 6 rt angles to Joist or trusses 24" oz. w/ 1.1/4" type $ or W drywall screws 24" oz, Face layer 5/8" type X gyp_ Oct applied 9 rt. angles to Joist or truss thru base layer I/ I -1/8" type 5 drywall screws 12" oc. o Joints 4 Interm. Joist a 1 -1/2" type G drywall screws 12" o.c. placed 2" back either aide of face layer and Joints. Offset Jolnts 24" o c Plywd. applied w/ ext, glue a rt, angles to top of Joist w/ 86 nalls. 5 15MIC 5U5FENDED GRID N®TE5 PROVIDE HORIZONTAL RESTRAINT OF 4 - 012 GA, WIRES SECURED TO THE MAIN RUNNER INTERSECTION AND SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING FASTEN, A STRUT TO THE MAIN RUNNER TO EXTEND TO AND FASTENED TO THE STRUCTURE ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACE WIRES. THESE HORIZIONTAL RESTRAINT POINTS SHALL BE PLACED 12'0.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL. ATTACH RESTAINT WIRESTO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR A DUCT WORK THAT 15 NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO TEH STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THEN 200 LBS OR THE ACTUAL DESIGN LOAD, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. LIGHTING FIXTURES WEIGHTING LESS THAN 56 LBS. SHALL HAVE, IN ADDITION TO THE REQUIREMENTS ABOVE, 2 -1112 GA, HANGERS CONNECTED FROM TEH FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. LIGHTING FIXTURES WEIGHTING 56 LBS. OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. PENDANT -HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE USING "9 GA. WIRE OR APPROVED SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. CONNECTION DEVICES TO BE LATERAL BRACING m 12'0z, EACH WAY. MAIN RUNNER TO OF AN APPROVED TYPE AND STRUCTURE. BEGIN BRACING WITH IN 4' OF PERIMETER 4 F/C TYPE '2' Ref: NER -148, NER -200, ICBO ES PFC -4354 GYPCRETE TOPPING ON 3/4" TtG PLYWOOD ON STRUCTURAL MEMBERS a MAX. 24" O.G. W/ TWO LAYERS OF 1/2" TYPE 'X' GYP. BD. W/ BATT INSULATION (SOUND ONLY) GYPCRETE TOPPING - -3/4" T &G PLYWOOD or OSB SHEATHING STRUCTURAL MEMBER �(24 "O.C. MAX.) BATT INSULATION (FOR SOUND ONLY) .. w (2) TWO LAYERS 1/2" TYPE 'X' GYP. BD Base layer 1/2" type X gyp. bd. applied a rt angles to Joist or trusses 24" o.c w/ 1 -1/4" type S or W drywall screws 24" or Face layer 1/2" type X gyp. bd, applied m rt. angles to Joist or truss thru base layer w/ 1 -1/8" type S or W drywall screws 12" oz. 6 Joints t Interm. Joist or truss. Offset ,Joints 24" oz. from base layer, 1 -1/2" type G drywall screws placed 2" back either side of Face layer end Joints. Plywd. applied w/ ext. glue w rt, angles to top of Joist or truss w/ ad nails. F/C TYPE W. GA FILE NO. PC 5406 TWO (2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD APPLIED TO BOTTOM OF WOOD FRAMING r i M ti^ 4 � NOTE 2) TWO LAYERS 5/8" TYPE 'X' GYP. BD, F/C TYPE '2' COULD BE SUB, FINISHED CEILING) FOR F/C TYPE '4' IF TJI'S USED Base layer 5/8" type X gyp, bd. applied o rt angles to Joist or trusses 24" oz. w/ 1 -1/4" type 5 or W drywall screws 24" Oz, Face layer 5/8" type X gyp. loci. applied A rt. angles to Joist or truss thru base layer W/ I -1/8" type 5 drywall screws 12' oz. m Joints t Interm. Joist : 1 -1/2" type G drywall screws 12" oz. placed 2" back either side of face layer and Jolnts. Offset Joints 24" oz. Plywd applied w/ ext. glue o rt. angles to top of Joist w/ Ed nails. _ 12' -0" O.O, EA. WAY LATERAL BRACING FOR SUSPENDED CEILING iN,T.5. RCP - LEGEND REFER FLOOR/CEILING TYPE FINISHED GYP. BD. CEILING ON TRU55ES M , FINISHED GYP• BD. CEILING ON TJI's OR DIMENSIONAL LUMBER r SUSPENDED GYP. BD. CEILING m W -0" AFF. SUSPENDED LAY -IN CEILING 2x2 TILE a 8' -0" AFF. (2nd LOOK or APPROV.) SUSPENDED LAY -IN CEILING 2x4 TILE AFF. SUSPENDED VINYL LAY -IN CEILING 2x4 TILE 9 W -0" AFF. u. ONE -HR FIRE BARRIER ATTIC DRAFT STOP (NOT REQ'D) NOTE; ALL TENANT ROOMS ARE GYP. BD. CEILING - REFER FLOOR/ CEILING TYPES - REFER TO ELEC. FOR LIGHTING INFORMATION AND LOCATION IN EACH TENANT ROOM. NOTE, ALL PENETRATIONS OF FIRE - RESISTANCE -RATED FLOOR/ CEILING ASSEMBLIES TO MEET THE REQUIREMENTS OF IBC SECTION 112.4 - REFER TO ALL EXCEPTIONS FOR CLARIFICATIONS i REQUIREMENTS 5ECON D FLOOR RCP SCALE: I/ I G" = P-011 H H O W o�00 k� m Np c� ON 00 C) 1 to 00 gw o � V) Og�0S J I- ROOF/FLOOR/CEILINCs TYPES R/C TYPE T TWO (2) LAYERS 5/5" TYPE 'X' GYPSUM BOARD APPLIED TO SOTTOM OF PRE - MANUFACTURED ROOF TRUSSES a 24" O.G. (GA FILE RC, 2601) or APPROVED ALTERNATE FROM TRUSS MANUFACT. BASE LAYER OF GYP. BD, AT RT ANGLES TO TRUSS FACE LAYER OF GYP. BD, AT RT. ANGLES TO TRUSS OFFSET JOINTS 24" O.C. I y t� II' w1, • W' i P (2) TWO LAYERS 5/8" TYPE 'X' GYP BD. (FINISHED CEILING) Base layer 5/8" type X gyp. bd, applied a rt angles to Joist or trusses 24" cc w/ 1 -1/4" type S or W drywall screws 24" o.o. Face layer 5/8" type X gyp. bd, applied a rt, angles to Joist or truss triru bass layer w/ 1 -7/8" type 5 or W drywall screws 12" oz. a Joints 4 Interm. Joist or truss. Offset Joints 24" o.o from base layer, 1 -1/2" type G drywall screws placed 2" back either side of Face layer and Joints. Min. 1/2" plywd. applied w/ ext. glue a rt. angles to top of Joist or truss w/ Sol nails. F/C TYPE '3' GA FILE NO, FC 5406 TWO (2) LAYERS 518" TYPE 'X' GYPSUM BOARD APPLIED TO BOTTOM OF WOOD FRAMING SUSPENDED CEILING' BELOW • -1 REFER TO (2) TWO LAYERS 5/8" TYPE 'X' GYP. BD. PLANS FOR TYPE & LOCATIONS N, OTE: F/C TYPE '2' COULD BE SUB. FOR F/C TYPE '3' IF TJI'S USED Base layer 5/8" type X gyp. bd. applied a rt angles to Joist or trusses 24" o.c. w/ 1 -1/4" type S or W drywall screws 24" o.c. Face layer 5/0" type X gyp. do. applied a rt. awles to Joist or truss thru base layer w/ 1 -7/5" type S drywall screws 12' oz, a Joints 4 Interm. Joist 4 1 -1/2" type G drywall screws 12" oz. placed 2" back either side of Face layer and Joints. Offset Joints 24" o.c. Plywd applied w/ ext. glue a rt, angles to top of Joist w/ 8d nails. 5E15MIC 5U5P NpED C3RID NOTE5 PROVIDE HORIZONTAL RESTRAINT OF 4 -012 GA, WIRES SECURED TO THE MAIN RUNNER INTERSECTION AND SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING FASTEN. A STRUT TO THE MAIN RUNNER TO EXTEND TO AND FASTENED TO THE STRUCTURE ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACE WIRES. THESE HORIZIONTAL RESTRAINT POINTS SHALL BE PLACED 12' O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL. ATTACH RESTAINT WIRESTO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED, LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR A DUCT WORK THAT 15 NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO TEH STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THEN 200 LBS OR THE ACTUAL DESIGN LOAD, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. LIGHTING FIXTURES WEIGHTING LESS THAN 5& LBS. SHALL HAVE, IN ADDITION TO THE REQUIREMENTS ABOVE, 2 - "12 GA. HANGERS CONNECTED FROM TEH FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. LIGHTING FIXTURES WEIGHTING 56 LBS. OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS, PENDANT -HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE USING 41`B GA. WIRE OR APPROVED SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. F/C TYPE 7 Ref: NER -148, NER -200, ICBO ES PFC -4354 GYPCRETE TOPPING ON 3/4" T4G PLYWOOD ON STRUCTURAL MEMBERS is MAX. 24" O.C. W/ TWO LAYERS OF 1/2" TYPE 'X' GYP. BD, W/ BATT INSULATION (SOUND ONLY) GYPCRETE TOPPING 1 • �' ' +� 3/4" T &G PLYWOOD or OSB SHEATHING ::�STRUCTURAL MEMBER (24 "O.C. MAX.) BATT INSULATION (FOR SOUND ONLY) rtef t.' •r �. v s �.. (2) TWO LAYERS 1/2" TYPE 'X' GYP BD. Bass layer 1/2" type X gyp, bd. applied a rt angles to Joist or trusses 24" oz. w/ 1.114" type 5 or W drywall screws 24" cc. Face layer 1/2" type X gyp, bd, applied a rt, angles to Joist or truss thru base layer w/ 1 -7/8" type 5 or W drywall screws 12" oz. a Joints 4 Interm. ,Joist or truss. Offset Joints 24" cc from base layer, 1 -1/2" type 5 drywall screws placed 2" back either side of face layer end Joints Plywd. applied w/ ext glue a rt. angles to top of Joist or truss w/ Sol nails. CONNECTION DEVICES TO BE LATERAL BRACING o 12' O.C. EACH WAY MAIN RUNNER TO OF AN APPROVED TYPE AND STRUCTURE. BEGIN BRACING WITH IN 4' OF PERIMETER 4 NAVE 100- CAPABILITY. \ROM CROSS MEMBER i BUILDING STRUCTURE •• STABILIZER BAR BETWEEN ALL MEMBERS o PERIMETER HANGERS If RIT OF PLUMB LATERAL BRACING FOR SUSPENDED CEILING N.T.S. L F/C TYPE W GA FILE NO. PC 5406 TWO (2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD APPLIED TO BOTTOM OF WOOD FRAMING hI •rl P 4 NOTE 2) TWO LAYERS 5/8" TYPE 'X' GYP BD, F/C TYPE '2' COULD BE SUB. FINISHED CEILING) FOR F/C TYPE '4' IF TJI'S USED Bass layer 518" type X gyp. bd, applied a rt angles to Joist or trusses 24" o.c. w/ 1 -1/4" type 5 or W drywall screws 24" oz, Face layer 5/5" typo X gyp bd. applied a rt. an7glas to Joist or truss thru base la�er w/ I -7/8" type 5 drywall screws 12' oz. a Joints a Interm. Joist 4 1 -1/2' type G drywall screws 12" oz. placed 2" back either side of face layer end Joints. Offset joints 24" o.c. Plywd. applied w/ ext. glue a rt, angles to top of Joist w/ 8d nails. RCP - LEGEND REFER FLOOR/CEILING TYPE FINISHED GYP. BD. CEILING ON TRUSSES ' FINISHED GYP, BD. CEILING ON TJI's OR ,J I,,, 1, DIMENSIONAL LUMBER SUSPENDED GYP. BD. CEILING r SUSPENDED LAY -IN CEILING 2x2 TILE e 8' -0" AFF. (2nd LOOK or APPROV.) SUSPENDED LAY -IN CEILING 2x4 TILE a 8' -0" AFF. ' SUSPENDED VINYL LAY -IN CEILING 2x4 ' I TILE a V -0" AFF. I, • ONE -HR FIRE BARRIER 1 ATTIC DRAFT STOP (NOT REQ'D) NOTE; ALL TENANT ROOMS ARE GYP. BD. CEILING - REFER FLOOR/ CEILING TYPES - REFER TO ELEC, FOR LIGHTING INFORMATION AND LOCATION IN EACH TENANT ROOM. NOTE: ALL PENETRATIONS OF FIRE- RES15TANCE -RATED FLOOR/ CEILING ASSEMBLIES TO MEET THE REQUIREMENTS OF IBC SECTION 712.4 - REFER TO ALL EXCEPTIONS FOR CLARIFICATIONS 4 REQUIREMENTS ALL SURFACE MOUNTED "BOX" LIGHT FIXTURES TO BE UJRAPPED UU/ CROWN-MOLDING - TYP. ALL COMMON AREAS AND CORRIDORS. VAULTED CEILING 1 O vAULTED CEILING VAULTED CEILINGO 1 Th I RD PLOOK RCP SCALE: I/ I G" = P-011 .'1004 -2 -i6 H H O -1 W o°°00 ON CN 00 c 0 in 00 0 V) CD ° o U� Cq LA la 1 0 NC/nVC 1212. W� mClDD �CC I ry- F49 I 1 i i I 1 I I I i I O1 W 0 i O ��I M�1 CS I O � ;! co 7 CO to!�i m M O I•xrs��i NOLO LO vO = Q o. LL 4 ; REVISIONS. m EXP 30 SEPT. 2004 PROJECT TITLE: O C7 C O a � 0 Lz7 'Uri H-1 C) U a O SHEET TITLE. THIRD FLOOR REFLECTED CEILING PLAN DRAWNBY SHEET. OCE PROJECT #: 0317 A6.3 DATE: 15SEP04 J L ELECTRICAL,DATA OR PHONE OUTLET u_o 0 OUTLET DETAIL NOTE :TOP 5REAGER TO BE MOUNTED A MIN, OF 4S" FOR FRONTAL APPROACH AND 54" FOR SIDE APPROACH ELECTRICAL PANEL DETAIL THERMOSTAT E:LECTRIGAL X PANEL � o Q u u ° o � ° o � IL V z IL V M414 L O IL ( n TO FIN. FLOOR � NOTE :TOP 5REAGER TO BE MOUNTED A MIN, OF 4S" FOR FRONTAL APPROACH AND 54" FOR SIDE APPROACH ELECTRICAL PANEL DETAIL THERMOSTAT ELECTRICAL SWITCH X � � o Q u u ° o � ° o IL V IL V M414 O IL ( n F � I- °� 1) g TO FIN. FLOOR TO FIN. FLOOR CONTROLS HEIGHTS DETAIL r� COMP CHAP' HANDRAIL DETAIL _„ 1 1/211 0 1211 3 11 1211 SPACE FOR 180 DEGREE TURN N.T.S. N.T.S. \4 y' N.T.S. N.T.S. 'Y11Y N.T.S. UNEL )NTROL C HANDICAP SHOWER AND BATHTUB DETAIL SEAT COVER DISP I I TISSUE DISP, HANDICAP TOILET STALL O II 31 D e n} SPAECIIAP T �ht 1 1 10 A9. I I I I /_ o 11 HAN ICAP T /ETROOM B� COI, PAl SEAT 11 COYER 2VP. \31_011 I 0 Y PROTEC i I I 1/2 11 2 11.011 p ­dolm . I u " Ruw5ER 01 OVED BASE IOJUER dD HO: 1'�UCSC�f�' �3ASE TELEPHONE O WATER COOLERS z v — TOWEL DISP. ELECTRIC HAND DRYER O MISC. FIXTURES MOUNTING HEIGHT FOR ACCESSIBILITY 21 0 1 I IK/ 1 MIRROR GLASS TYPE \THERMNALLY PROTECT PLUMBING I/2" =1' -011 &11 RU GOVEI ]AND11411102 HEAD 3E SHOWER I. SHOWER STALLS SHALL COMPLY WITH UNIFORM FEDERAL ACCESSIBILITY STANDARDS 4.21 AND 4,34.55 AND ANSI AII1.I -1986 4.21 AND432.4.5 20LS LIMITED 2,11/20 GRAB BARS SHALL COMPLY W/ SECTION 4.26 416 AREA 3. HAND -HELD SHOWER HOSE SHALL BE 60" IN LENGTH 4. STALL THRESHOLD SHALL BE FLUSH WITH ADJ. FLOOR 5. SHOWER ENCLOSURE, WHEN PROVIDED, SHALL NOT OBSTRUCT* CONTROLS OR TRANSFER INTO COMPARTMENT OR SEAT 6. ALL CONTROLS TO LIMIT WATER TEMPERATURE TO SPECIFIC TEMPERATURE BARS N.T.S. TEXT 2" HEIGHT INTERNATION 5Yth11!501_ OF ACCESS TEXT 3/4" HEIGHT SIGN A BE POLE OR BUILDING mouNri-=r. AS INDICATED ON SITE PLAN SIGN U T BE CENTERED 11 3' AND 5' ABOVE 1HE PARKING SURFACE 0 THE HEAD OFT E RARKING STALL GRADE DISABLED PERSON PARKING SIGN N.T.S. 1 /2 "= 1' -0" '1 1 I I pq 00 m O r o0 m �c� q"A00 U p tnC40 On C-^ .� 0 0 J Z_ X � _ 01 CAA " Ruw5ER 01 OVED BASE IOJUER dD HO: 1'�UCSC�f�' �3ASE TELEPHONE O WATER COOLERS z v — TOWEL DISP. ELECTRIC HAND DRYER O MISC. FIXTURES MOUNTING HEIGHT FOR ACCESSIBILITY 21 0 1 I IK/ 1 MIRROR GLASS TYPE \THERMNALLY PROTECT PLUMBING I/2" =1' -011 &11 RU GOVEI ]AND11411102 HEAD 3E SHOWER I. SHOWER STALLS SHALL COMPLY WITH UNIFORM FEDERAL ACCESSIBILITY STANDARDS 4.21 AND 4,34.55 AND ANSI AII1.I -1986 4.21 AND432.4.5 20LS LIMITED 2,11/20 GRAB BARS SHALL COMPLY W/ SECTION 4.26 416 AREA 3. HAND -HELD SHOWER HOSE SHALL BE 60" IN LENGTH 4. STALL THRESHOLD SHALL BE FLUSH WITH ADJ. FLOOR 5. SHOWER ENCLOSURE, WHEN PROVIDED, SHALL NOT OBSTRUCT* CONTROLS OR TRANSFER INTO COMPARTMENT OR SEAT 6. ALL CONTROLS TO LIMIT WATER TEMPERATURE TO SPECIFIC TEMPERATURE BARS N.T.S. TEXT 2" HEIGHT INTERNATION 5Yth11!501_ OF ACCESS TEXT 3/4" HEIGHT SIGN A BE POLE OR BUILDING mouNri-=r. AS INDICATED ON SITE PLAN SIGN U T BE CENTERED 11 3' AND 5' ABOVE 1HE PARKING SURFACE 0 THE HEAD OFT E RARKING STALL GRADE DISABLED PERSON PARKING SIGN N.T.S. 1 /2 "= 1' -0" '1 1 I I pq 00 m O r o0 m �c� q"A00 U p tnC40 On C-^ .� 0 0 J r I C) (T U N vi r`�iia� V1 "~ o AGGE551BILITY SCORE CONC. ACCE551BILITY SCORE CONIC. o O FOR PROPER �/ SIGN FOR PROPER SIGN o •N DRAINAGE DRAINAGE LIGHT COPT VI ! CURE':•RAMP W/ CURB•'RAMP W/ / C DETECTABLE WARNING DETECTABLE WARNING / ' / \ P SCORE _ = 4 / ACCE55 ACCESS THERMALLY PROTECTED \ / AISLE BLUE PA TEp CURB AISLE BLUE PA TEp CURB PLUMBING 4" STRIP 4" STRIP / BLUE BA iGCsROUNp AND BLUE BA KGROUND AND — A J. COUNTER STENCIL HITE SYMBOL STENCIL HITE SYMBOL SUGGESTED = FLEXIBLE SUPPLY O LINES j APPROVED DETEGTA — — SUGGESTED SLIP' _ / X JOINT IN TAIL PIECE u WARNING PATTERN I ! � Q \' d' PER CODE SECT 1109.10 REMOVABLE 0 THERMALLY I 3g„ BOTTOM , _I PROTECTED PLUMPING o 9' -0" � 9' -0" 9' -0" � /'� � FLOOR COVERING TO CONTINUE VAN ACC 5SIPLE VAN 4CCESSIf5LE SCORE CONIC, UNDER CABINET ¢ t 8' -oil 8' -f0" FOR PROPER 4" RUBBER BASE 4==1 STANDAR E tBASE SPACE 5TANDAR SPACE DRAINAGE 2' -00" EMOVAPL z ,� CMINJ Q � DBL- DISABLED PARKING SPACE 2 SINGLE- DISABLED PARKING SPACE 3 ACCESSIBLE RAMP 4 ACCES CABINET 9. /a "= 1' -O'i 9. 1/0" 1, 9. N7.6. 9. /2 " =1' -O" cc Li IF THE DOOR HAS I 111 BOTH CLOSER 4 LATCH I 12 SURFACE " OF RAMP Q � I f i 11/2" ANDRAIL 0 — m 4 HORIZ. PROJECTION OR RUN USH ID ! 11/2" HANDRAIL N — `o N - -� ® E 11/2" ANDRAIL ' W p SLOPE MAX. RISE MAX. HORIZ. PROJECTION TOP OF LANDING _ — (7 I — 1:12 TO (:16 30 in. 30 it p � 1:16 TO Q:20 30 in. 40 ft. - y N 00 TOP OF LANDING 24" o � 9 ! FIN_ FLOOR �� M PULL 51DE 'o x Cary '0 rL U_ 5 EXTENSION AT TOP OF STAIR RUN ELEVATION OF CENTER HANDRAIL %1 EXTENSION AT BTM OF STAIR RUN a SINGLE RAMP RUN DETAIL g FRONT APPROACH - SWINGING DOOR 9. 5411 N.T.S. 9. N.t.S. 1 1 1/2" MAX N i N X V SLIDE SfDE APPROACH - SLIDING 4 FOLDING= DOORS omen L yy T ) Il" 11/211 USH I PUSH I RA ILL Y SMI5OL ROUNDED NOSING � 24" P REVISIONS• � - 2" LETTERING NOTE:X =4a In. MIN, IF DOOR H45 NOTE:Y =4a In. MIN. IF DOOR HAS CLOSER N BOTH A LATCH 4 CLOSER `+ Z RADIUS I U_ X LATCH SIDE APPROACH- SLIDING 4 FOLDING DOOR Jill 1 I/2° 24" _ } I— - ANGLED NOSING X NOTE =SIGNS SHALL PE INSTALLED ON X RE EEED THE WALL ADJACENT TO THE LATCH SIDE C CT OF THE DOOR AND TO BE 60" ABOVE RADIUS d FIN. FLR. MOUNTING LOCATION FOR SUCH ROKAW SIGN,AGE SHALL BE SO THAT A PERSON MAY PULL SIDE PULL SIDE APPROACH WITHIN 3" OF SIGNAGE WITH OUT ETATEOFWA N ,- NOTE:X =3& In. MIN, IF Y =60 In. NOTE:Y =54 In. MIN, IF DOOR HAS CLOSER ENCOUNTERING PROTRUDING OBJECTS OR X =42 in. MIN. IF Y =54 In, FRONT APPROACH- SLIDING 4 FOLDING DOOR STANDING WITHIN THE SWING OF A DOOR. FLUSH RISER EXP 30 SEPT. 20(04 1m HINGE SIDE APPROACH - SWINGING DOOR 1 a LATCH SIDE APPROACHES - SWINGING DR 11 SLIDING DOOR DETAILS 12 TYPICAL SIGN DETAIL 3 USABLE TREAD WIDTH AND ACCEPTABLE NOSINGS V N.T.S. °�• N.T.S. 9. N.T.S. 9• N.T.S, 9. N.T.S. PROJECT TITLE: i 11 09A.1 Width. The minimum clear width of an accessible route shall be 36' except at doors see sectopm 1109.9.2 Where an 1109.4.4 Changes in level. Accessible routes and accessible F accessible rout includes a 180 degree turn around an obstruction spaces shall have continuous common floor or ramp surfaces. which is less than 48" wide , the clear width of the accessible Abrupt changes in height greater than 1/4" shall be beveled with NOTE: - a slope no greater than 1 unit vertical in 2 units horizontal `n route around the obstruction shall be 42 minimum. SEE ADAAG p g 4 d I Figures 1, 7 (a) and (b) (50 % slope.) Changes in level greater than 1/2" shall be EXTERIOR DOORS TO HAVE AN OPENING b a accomplished by means of a ramp meeting the requirements of FORCE NOT MORE THEN 81/2 LBS Where an accessible rout is less than 60" wide, passing spaces Section 1109.7 See ADAAG Figures 7(c) and (d) [Detail 15 on INTERIOR DOORS TO HAVE AN OPENING at least 60 "x60" shall be located at intervals mpt exceeding 200 A9.2.j FORCE NOT MORE THEN 5 LEIS ,/ feet. A t- shaped intersection of two corridors or walk may be used as a passing space E" exception: the minimum width for single wheelchair passage may E be 32" for a 00maximum distance of 24" RC 1109.4.2 Height. Accessible routes shall have a clear height of no less than 80" where the vertical clearance of an area 2 r adjoining a accessible rout is less than 80" but more than 27" m 1 a continuous permanent barriers shall be install to prevent n V traffic in such areas of reduce clearance. See ADAAG Figure 8. `r II ' 1109.4.3 Slope. An accessible route shall have a running slope not greater than 1 unit vertical in 12 units horizontal (8.33% j slope.) An accessible route with a running slope greater than 1 a vertical in 20 units horizontal (5% slope) shall comply with d H Q Section 1109.7. Cross slopes of an accessible rout shall not exceed 1 unit vertical in 50 units horizontal (2% slope.) b I s CHANGES IN LEVEL R� _ 14 U ACCESSIBLE ROUTE A9 2 <G w OU W SHEET TITLE. HANDICAP i ACCESSIBLE P} 4 - 2 6 STANDARDS DxAwrrEY SHEET- GCE 0317 : A9.2 0317 DATE: ISSEP04 L- J COLUMN SCHEDULE ALL COLUMNS SHALL HAVE BEAM SEATS REFER TO 16 /SD.2 SYMBOL SIZE MATERIAL BASE PLATE C1 (2) 2x4 H.F. # 2 O6x8 C2 (3) 2x4 N.F. # 2 @ 12" OC C3 (2) 2x6 H.F. # 2 LVL 2250 -1.5E C4 (3) 2x6 H.F. # 2 B7 C5 4x4 D.F. # 1 i/2xi1 7/8 C6 4x6 D.F. # 1 LVL 2650 --1.qE C7 6x6 D.F. # 1 811 CS 6x8 D.F. # 1 5 1/4x16 Cq 5 I /8x6 G.L.SM. LVL 2650 -2.OE CIO 3x3x3/16 A500 STEEL q"xq "x5/8" C11 4x4xl/4 A500 STEEL 10 "x10"x5 /8" C12 8xbx5/16 A500 STEEL 13 "x13 "x5/8" SYMBOL BEAM SIZE MATERIAL 81 4x8 OF #1 82 4x10 OF #1 O6x8 O9 OF #1 O6x10 @ 12" OC OF #1 O1 3 /4xq 1/2 LVL 2250 -1.5E O1 3/4x11 7/8 LVL 2250 -1.5E B7 3 1/2x9 1/2 LVL 2250 -1.5E O3 i/2xi1 7/8 LVL 2250 -1.5E O3 1 /2x9 1/2 LVL 2650 --1.qE 810 3 1/2x11 7/6 LVL 2650 -1.qE 811 5 1/4x11 7/6 LVL 2650 -1.41E 812 5 1/4x16 LVL 2650 -1.qE 813 5 1/4x18 LVL 2650 -2.OE 814 5 I /8x7 1/2 G.L.BM. 24F 815 5 1/8x10 1/2 G.L.BM. 24F 816 5 I /8x15 G.L.BM. 24F 817 5 I/8x24 G.L.SM. 24F 818 6 3/4x21 G.L.BM. 24F 819 W12x45 A992 -STEEL B20 W14x38 A9192 -STEEL B21 W14x22 Agg2 -STEEL 822 W16x40 A992 -STEEL O7x11 7/8 LVL 2g50 -2.OE SYMBOL JOIST SCHEDULE Jl al 1/2" LPI -200 B 24" OC J2 q 1/2" LPI -200 @ 16" OC O9 1/2" LPI -200 @ 12" OC J4 II 7/8" LPI -200 @ 24" OC J5 11 7/8" LPI -200 @ 16" OC J6 11 7/8" LPI -36 @ 24" OC 0- 11 7/8" LPI -36 @ 16" OC O11 7/8" LPI -56 @ 16" OC Jq DBL. 11 7/8" LPI -56 @ 1q.2" Or, J10 2x10 NF #2 @ 16" OC J11 14" LPI -56 @ 12" OC PAD FOOTING SCHEDULE FTG MARK FTG. S1ZE REINFORCING PF1 2'- 0 "x2'- 0'x0' -10" (3) #4 EA. WAY PF2 2'- 6 "x2'- 6 "x0' -10" (3) #4 EA. WAY PF3 3'- 0 "x3'- 0 "x0' -10" (4) #4 EA. WAY PF 3'- 6 "x3'- 6 "x0' -10" #4 @ 12" OC EA. WAY PE5 4'- 0 "x4'- 0 "x0' -10" (4) #4 EA. WAY PF6 4'- 6 "x4'- 6 "xl' -O" (5) #5 EA. WAY PF7 5'- 0 "x5'- 0 "xI' -4" 1 (6) #5 EA. WAY PF8 2'- O "x5'- 6 "x0' -10" #4 @ 12" OC EA. WAY CONTINUOUS FOOTING SCHEDULE FTG FTG. SIZE REINFORCING MARK ANCHOR WOOD MEMBER ANCHORAGE' REMARKS ALLOWABLE LOAD 18n P, 12) BOLT T. CFI PERIMETER LAP' 5/8" DIAM.x S ALL 1 1 0 24" 3 to" T. CF2 PERIMETERDP LAP - 32" CF3 18" WD. x to" DP. (2) #4 x CONT. 8d NAILS N THICKENED SLAB LAP - 32" T ED 10" 3 (2) 2x STUDS (14) SDSi /4x3 SCREWS GF4 THICKENED SLAAB LAP . 332111 CF5 30" WD. x 10" DP. (3) #4 x CONT. THICKENED SLAB LAP - 32" HOLDOWN SCHEDULE DOUBLE S HOLDOWN ANCHOR EMBED. ANCHOR WOOD MEMBER ANCHORAGE' REMARKS ALLOWABLE LOAD MARK BOLT LENGTH size RIM O OBL. 1 TO WOOD 5/8" DIAM.x S ALL 1 1 0 P1„ID2 -SDS3 THREADED to" 5/8 "O (2) 2x STUDS (10) SDSI /4x3 SCREWS SIMPSON SET 3,610 CONNECTION O OTHERS F ROD A 1 15/32 CD -X S ST NAILS 8 8d NAILS N EPDXY N/A 2 ® PHD5 -SPS3 T ED 10" 5/S "O (2) 2x STUDS (14) SDSi /4x3 SCREWS SIMPSON ET 41685 @ SEC ( ROD (oil OC EPDXY ® HDQS -SOS3 T ED 15" 7/8 "y (2) 2x STUDS (20) SDSI /4x3 SCREWS SIMPSON ET 81325 Nod NAILS 3 350 3 ROD PLYWOOD @ @ 1 ® HDG10/22 THREADED I5" 7/8" 0 (2) 2x STUDS (24) SDSi /4x2 1/2 SCREWS SIMO SET q,665 Sd NAILS U USE 3x SILL PLATES N ROD 11' OC N N/A 1 1' -4" OC ! !bd �'It"'` 4 EP EPDXY X 450 ® C516 @ 1 M MINIMUM 3 (2) 2x STUDS (28) 8d CLEAR SPAN + 30" 11705 3 1 MST160 D 1 15/32 CD -X I (2) 2x STUDS (40) 10d x 1 1/2" USE 3x SILL PLATES N 31625 e" OC N MSTI72 0' -q" OC 2 2 " 600 S (2) 2x STUDS (52) 10d x 1 1/2" PLYWOOD @ 41715 ® MSTC66 4x POST (64) 16d SINKER DO NOT USE BUILT -UP 51505 E 5 5/8" GYP. BD. 6 6d COOLER 6 6d COOLER U UNBLOCKED 1 10" OC 2 24" OC 4 STUDS USE 4x POST 4' -0" OC 1 16d u 57/115 HD14A THREADED 15" 1 00 6x POST (4) 1 "0 BOLTS SIMPSON SET 13,380 uNAILS 5 ROD 5/8" GYP. BD. 6 6d COOLER 6 6d COOLER U UNBLOCKED ( EPDXY 24" OC 4 ® CMST12 i6d1NAILS 7 72/145 4x POST (100) lod x 1 1/2" CLEAR SPAN + 108 71110 USE 4x POST DENOTES LOCATION OF HOLDOWN AT BOTTOM OF WALL SHEAR WALL SCHEDULE DOUBLE S SHEAR VALUE TOP PLATE CONNECTION S SILL PLATE A.B. (H) ( SOLE PLATE A (P /LF) RIM O OBL. 1 1/2" DIAM.x 5 5/8" DIAM.x S ALL 1 1ST SYMBOL' SHEATHING E EDGE NAILING I INTER. NAILING R REMARKS l l6d NAILS I IMP P 10" LONG 1 10" LONG C CONNECTION O OTHERS F FLOOR A 1 15/32 CD -X S ST NAILS 8 8d NAILS N N/A 2 20" OC 3 3' -0" OC 4 4' -0" OC 1 16d NAILS 2 260 2 230 PLYWOOD @ @ OC @ @ SEC ( (oil OC B 1 15/32 CD -X 8 8d NAILS 8 8d NAILS N N/A 1 14" OC 2 2' -0" OC 3 3' -0" OC N Nod NAILS 3 350 3 350 PLYWOOD @ @ 1 1 OC C 1 15/32 CD -X 8 8d NAILS S Sd NAILS U USE 3x SILL PLATES N N/A 1 11' OC N N/A 1 1' -4" OC ! !bd �'It"'` 4 490 4 450 PLYWOOD @ @ 1 M MINIMUM 3 3 1 D 1 15/32 CD -X I IOd NAILS 1 10d NAILS U USE 3x SILL PLATES N N/A e e" OC N N/A 0 0' -q" OC 2 2 " 600 S See PLYWOOD @ @ 3 OC @ @ 1 OC M MINIMUM A " 6 E 5 5/8" GYP. BD. 6 6d COOLER 6 6d COOLER U UNBLOCKED 1 10" OC 2 24" OC 4 4' -0" OC 4 4' -0" OC 1 16d u 57/115 uNAILS 5 F 5 5/8" GYP. BD. 6 6d COOLER 6 6d COOLER U UNBLOCKED ( (P" OC 2 24" OC 4 4' -0" OC 4 4' -0" OC i i6d1NAILS 7 72/145 1. FOR SHEARWALLS A THRU D USE 10d NAILS IF APPLYING OVER GYP. SRD. CODES AND STANDARDS: A. All materials and workmanship shall conform to the requirements of the 2003 Edition International Building Code with State of Washington Admendments. B. American Concrete Institute ACI 318, American Institute of Steel Construction, *American Welding Society. - Eel LIE koD r C. Wind Load D. Seismic Load Dead Load - 15 psf Snow Load - 25 psf Dead Load - 20 psf Live Load - 100 psf Common Area, Exits w 40 psf Living Units Basic Wind Speed - 85 mph Exposure - "C" Seismic Use Group 1 Seismic Design Category D GENERAL REQUIREMENTS A. Contractor shall be responsible for all construction methods, techniques, sequencing, and safety required to complete construction. 8. Contractor shall verify all dimensions and details prior to proceeding with construction. All discrepancies shall be approved by the Architect or Engineer of record. C. Contractor shall verify all required penetrations on Architectural, Mechanical and Electrical plans. All dimensions shall be field verified as early as possible. D. Contractor shall thoroughly review and redline all shop drawings prior to submittal to the engineer and architect. Submit shop drawings in a timely fashion to allow 10 business days for review by design team. Ail modifications or comments made during review do not relieve contractor from compliance with the requirements of the plans or specifications. BUIi RER/CONTRACTQ[3 RESPONSIBILITIES: A. It is the responsibility of the Builder /Contractor to obtain appropriate approvals and necessary permits from city, county, state, or federal agencies, as required. B. The Builder /Contractor is responsible for setting of anchor bolts and erection of steel building components in accordance with construction drawings. Temporary supports or bracing required for the building erection will be the responsibility of the erector to determine, furnish and install. C. All A -307 bolted connections, unless noted, are designed as bearing -type connections with bolt threads not excluded from the sheen plane. (Inspections not required per U5C Sec, 306 A 6.2) D. Ail nuts applied to base plate anchor bolts shall have Lock -Tit (or equivalent locking compound) applied to them during tightening. E. Secure flashing and closures per manufacturer's recommendations at 12" o.c. maximum. STRUCTURAL INSPECTION AND TESTING: A. All construction shall be inspected in conformance with the International Building Code 2003 Edition and the Washington State Building Code. B. All items noted as requiring special inspection per the International Building Code 2003 Edition in accordance with Section 1704, shall be performed by a qualified person who can demonstrate competence for the particular type of construction being inspected. The special inspections shall be performed in addition to the inspections required by the International Building Code, the plans and specifications, the Architect of record, and the building officials. ITEM CONTINUOUS' PERIODIC' COMMENTS SOILS QRADINGl EXCAVATION • 5ACKFILL FINAL O N A ON INSPECTION I I BY GEOTECH, CONCRETE REINFORCING f!LAM REINFORCING E - IN REF. NOTE 6 ANC14OR BOLTS 4 INSERTS _X PRE RATION OF TEST S I 'c- 5 i CONCRETE PLACELIENT 91!M AN94CE G EXEA_NSIQN ANCHM PLACEMENT STRUCTURAL STEEL 141GW STMGTH BOLTING X A325"; A4410 W&DING Qf ANCHORS A HELDIbIG-STAIRS/RAILING SYSTE M5 PLATES EMBEDDED SHOP WELDING SINGLE A FI W S t6" X N 4 FILLET WE X I REF: N PARTIAL / COMPLETE PENETRATION I X I I REF. NOTE 5 FIELD WELDING SINGLE PAS 5 FIL W DS < 51" X REF. NOTE 4 FILLET WE DS > " 1 X I REF. N PARTIAL / COMPLETE PENffR_ATION I X I I REF. NOTE 5 PREFAB. CONSTRUCTION REF. NOTE 7 WOOD D NAILING 1. The items marked with an "X' shall be inspected in accordance with U.B.C. Chapter 17 by a certified special inspector from an established testing agency. For material sanpiing and testing requirements, refer to the material sampling and testing section, the project specifications and the specific general notes sections. The testing agency shall send copies of all structural testing and inspection reports directly to the architect, engineer, contractor and building official. Any materials which fail to meet the project specifications shall immediately be brought to the attention of the architect. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. The special inspector shall submit a final signed report stating whether the work requiring special inspection was to the best of the inspector's knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the code, Special inspection testing requirements apply equally to all bidder designed components. 2. Special inspection is not required for work performed by an approved fabricator per U.B.0 section 1701.7. 3. Continuous special inspection means that the special inspector is on the site at all times observing the work requiring the special inspection (U.S.C. 1701.6.') Periodic special inspection means that the special inspector is on the site at time intervals necessary to confirm that all work requiring special inspection is in compliance. 4. All welds shall be visually inspected. 5. All complete penetration welds shall be tested ultrasonically or by using another approved method. 6. Periodic special inspection is only required for welding of ASTM A706 reinforcing steel not greater than no, 5 used for embedments, provided the materials, qualifications of welding proceedures and welders are verified prior to the start of work: periodic inspections are made of work in progress; and a visual inspection of all welds is made prior to completion or prior to shipment of shop welding. 7. Inspection for prefabricated construction shall -be the sane as if the material used in the construction took place on site. Continuous inspection will not be required during prefabrication if the approved agency certifies the construction and furnishes evidence of compliance. 8. Snug Tight 9. Turn of the Nut Method C. Contractor to retain an approved Special Inspector to observe and approve all High Strength Bolt Installations. GENERAL NOTES ITEM INSPECTED I FOR COMMENTS CONCRETE FO NOATION RUBAR PLACEMENT X 1 RETAINING WALL REBA PLACEMENT N 3 WOOD FIRST FLOOR WALL AND FLOOR FRAMING N 1 3 ROOF FRAMING N 1 PLYWD. NAILING E NOT 1 3 1. Contractor is responsible for notifying the engineer of record in advance. 2. FOR - Engineer of Record AOR - Architect of Record 3. A field report will be submitted to the building department following each site visit. FOUNDATIQNS: A. All footings to rest on firm, undisturbed soil, or structural fill, free of organic material, and capable of supporting a minimum allowable bearing bearing pressure of 21500 psf. under combined dead and live loads. See Redmond t Associates Geotech Report, dated September 28, 2003. 8. All slabs -on-grade shall be underlain by a minimum of 6" of free- draining (less than 5 passing the No. 200 Sieve), welt graded, crushed rock. The base course materials shall be compacted to at least 95% of maximum dry density. CONCRETE; A. All structural concrete shall conform to the following: Location Maximum Maximum Maximum Minimum Aggregate Slump Water /cement F'a Foundation 1 1/2" 6" .5 31000 psi * Slabs-on-grade 1 1/2" 4" .46 31000 psi * * Structural design is based upon F', on 21500 psi. Special Inspection is not required. 8. Concrete mixes are to conform to UBC Section 1905. C. Submit a copy of each concrete mix design to the engineer of record prior to any delivery to job site. REINFORCING STEEL: A. Ali reinforcing steel shall be billet steel deformed bars conforming to ASTM A615, Grade 60, except use ASTM A706, Grade 60 bars whore welding is required. (No. 3 bars may be Grade 40). Submit mill certificates for all bars requiring welding. 5. Fabrication and placement of reinforcing steel shall be in accordance with CRSI MSP -1 -q0 "Manual of Standard Practice" and Chapter 5 of ACI 301 -8q "Specifications for Structural Concrete for Buildings ". C. All concrete slab reinforcing steel shall be supported at the required heights by approved bolsters prior to pouring slab concrete. D. Reinforcing steel lap splices not otherwise indicated shall be ACI standard close 8 splices staggered between adjacent bens one lap length minimum. E. Provide comer bars some size and spacing as horizontal bars and project 32 diameters each way or 2' -0" x 2' -0" minimum unless detailed otherwise. F. Provide (2) -#5 bars around all openings and recesses. Extend these bare 24 inches beyond the comer of the openings. G. Contractor shall provide and cast in all necessary inserts. H. All welded wire mesh shall be furnished in flat shoots and conform to ASTM A -185. REINFORCING PROTECTION: A. Concrete deposited against earth: 3 inches. 8. Concrete formed surfaces exposed to ground and weather: #5 and smaller bar - 1 -1/2 inches #6 and larger bar - 2 inches C. Concrete surfaces not exposed to weather or in contact with the ground: #It and smaller bar - 3/4 inches D. Slabs - 3/4 inches STRUCTIJRAL STEEL: A. All structural beams shall conform to Structural Steel Designation AaM. B. All .other structural steel plates, angles, and mist. shapes shall conform to Structural Steel Designation ASTM A36. C. All structural steel tube shall conform to ASTM A500, Grade 8 designation having a minimum yield strength of 46,000 psi. D. Fabrication and erection shall conform to the specifications set forth in AISC "Specifications for Structural Steel Buildings ", IgSq, and AISC "Code of Standard Practice for Steel Buildings and Bridges ", lg86, and the 'Standard Code for Arc and Gas Welding in Building Construction". E. High strength bolts shall be ASTM A325N, bearing -typs connection with threads included in the shear plane. High strength bolts are not 'slip critical', and therefore shall be 'snug tight'. F. All other bolts not designated as high strength shall be ASTM A3071 Grade A. Galvanize all exterior bolts in accordance with ASTM A53. G. Lock nuts shall be 1F1 100, Grade B prevailing torque type. H. Plain hardened washers shall be ASTM F436. I. Beveled washers shall be ANSI 816.23.1.04 J. Welding shall conform with AWS D1.1 "Structural Welding Code - Steel ". Welding filler metal shall be AWS A5.1 or A5.5 E70XX electrodes or AWS A5,18 ER705 -X. Ali welding shall be performed by welders AWS certified within the past 2 yeas for the type of welding performed. Welder shall present evidence of qualification within the past two years. Weld electrode E70T -4 is prohibited. K. After fabrication, but before installation, remove rust scale, grease and oil by wire brushing and chemical treatment. L. Shop prime steel items with one heavy coat of rust inhibiting metal primer. M. Galvanizing coat all exposed metal per ASTM A4461 G60. N. All wedge anchors to be HILT[ Kwik Bolt - II (HKBII) or equivalent. STRUCTi1BAL WOOD: A. All structural wood members shall be Coast Region Douglas Fir No.2 or better grade as noted in National Design Specifications for Stress Grade Lumber and its fastenings, unless noted otherwise. All posts shall be Douglas Fir #1 or better. 5. All studs to be Douglas Fir #2 or better as noted in National Design Specifications for Stress Grade Lumber. C. The Contractor shall furnish and install all bolts, and plates as required to complete the job. D. Washers shall be used under ail bolt heads and nuts bearing an wood. E. All wood members in contact with concrete or masonry shall be pressure treated. F. All nailing not shown shall be as called for in I.B.C. table 2304.q.1 fastening schedule. GLU -LAM BEAMS: A. Beans to be built in accordance with "Standard Specifications for Structural Glued Laminated Members of the American Institute of Timber Construction". B. Glue - laminated members shall be laminated from Coast Region Douglas Fir lumber and shall be 24F -V4 structural grade for single spans, and 24F -V8 Structural grade for continuous and cantilevered spans C. STRESSES: Fs - 2,400 psi E- 1.8E6 Fv - 190 psi Fe - 650 psi PLYWOOD: A. Wall Sheathing: 15/32" Plywood wall sheathing APA rated 24/0 Exposure 1. Lay horizontal and block all edges. Attach with 8d common naile - 6" O.C. edges t 12" O.G. field. Unless Noted Otherwise in Shoorwall Schedule. B. Floor Sheathing: 314" T4G plywood floor sheathing APA rated 46/24 Exterior Glue CO-X W/ 10d galvanized nails & 0 O.C. edges and 12" O.C. field. Lqy perpendicular to supports wA stagger joints, G. Roof Sheathing 1: 15/32 " -5 ply plywood roof sheathing APA rated 32/16 Exterior Glue CD -X W/ 8d galvanized nails @ 6" Q.C. edges and 12" O.C. field. Loy perpendicular to supports anal stagger joints, (Block per plan) D. Roof Sheathing 2: 518" plywood roof sheathing APA rated 40/20 gxWior Glue Exposure 1. W/ Joel common nails @ 6" O.C. edges aid 12" O-C, field • Lay perpendicular to supports and stagger joints, TRUSSES: A. Roof framing members shall be designed 0 support the specified loads and limit maximum live load deflection to 1/240 of the span, 8. Truss manufacturer's design shall include required bearing, bracing, blocking, fastening and attaching devices to carry the specified loads. C. Roof trusses to be designed to carry all loads noted in Chapter IC International Building Code with snow loads per IBC and ASCE 7, D. Erection and installation shall be in accordance with the specifications set forth by the manufacturer. E. Each truss shall be attached to dbl. top plate of wall with Simpson Hl clips F. The truss manufacturer shall supply all trusses, associated load- 4ronsfer blocks, hangers, bracing, blocking and beveled plates as requ[red to complete the roof truss framing. G. Shop drawings shall be stamped by an engineer licensed in the State of Washington. H. Make all bottom chord connections after dead load has boon applied. I. I -Joist Roof trusses shall be pre drilled with 1 1/2" diameter ventilation holes per manufacturer's standard details. PRE - ENGINEERED LUMBER: A. The joist manufacturer shalt supply all joists, associated load transfer blocks, hangars, bracing, blocking and beveled plates as required to complete the roof truss. 8. Erection and installation shall be in accordance with the specifications set forth by the - manufacturer. C. Continuous LVL rim joists shall not be spliced over openings. Splice 3' -0" min. on either side of openings. D. STRESSES FOR LAMINATED VENEER LUMBER 1. 2250FO -1.5E F, - 21250 psi E - 1.5E' psi F„ - 285 psi Fry- 750 psi 2. 265OFe 1.qE Fs - 21650 psi E - 1.qE' psi Fv - 285 psi Fry- 750 psi 3. 2g5OF6- 2.0E Fe - 2,950 psi E - 2.OE' psi Fv - 2qO psi Fry- 1020 psi PLYWOOD WEB JOISTS: A. Joists shown on plans as "LPI" to be "Lousiono Pacific" or approved equal. Joist assembly to be tested under 1130 testing procedures. 8. Complete joist designs bearing the stamp of a professional engineer registered in the State of Washington to be submitted for review. C. Floor framing members shall be designed to support the specified loads and limit maximum total toad deflection to 1/360 of the span and limit live load deflection to 11480 of the span. D. Joist manufacturer to provide all specialty items needed for a normal and complete installation of floor joists. The manufacturer shall supply all associated load transfer blocks, hangers, bracing, biockinq� and beveled plates as required to finish the framing, E. Alternate joist or truss system shall be tested. Results of load test on component parts, full scale tests on joists and an analysis of test results shall be submitted to the architect and engineer for review. SHEAR WALL SCHEDULE NOTES: A. Contractor 1ibo provide shear transfer from diaphragm to shoarwolls. (See appropriate details) B. The allowable shear values are applicable to studs of Species Group li (Douglas -Fir, Southern Pine). C. Use Simpson A35 angle to attach blocking to top plate at floor line. At roof line use Simpson H -1 clips @ ea. truss (U.N.O.). D. Block all panel edges U.N.O. E. All nails referenced are common nails (i.e. 6d- 0.113 ", Sd- 0.131 0, lOd- 0.148 ", 12d- 0.148" and 16d- 0.162 "), unless referenced otherwise. Values of other standard construction fasteners will require spacing adjustments and must be approved by the engineer -of- record. F. Do not penetrate surface ply of sheathing with head of fastener. G. Use hot dipped galvanized nails at all exterior applications. H. A.B. - Anchor Bolts I. Where panels are applied on both sides of the wall and nail spacing is less than 6" o.c. on either side, panel edges shall be offset to fall on different framing members or framing shall be 3" nominal or thicker and nails on either side shall bs staggered. J. Framing at adjoining panel edges shall be 3" nominal or wider and - nails shall be staggered where 8d nails are spaced 2" or less o.c,, or where 10d nails having penetration into . framing of more than 1 5/8" we spaced 3" or less o.c. K. Minimum nail penetrations: 6d-i 114 ", 8d -I 1/2 ", and 10d -I 5/6 ". L. Nails for gypsum wallboard can be cooler or wallboard nails. M. C -D, G -C sheathing, plywood panel siding, OSB, and other grades covered in UBC Standard 233 -2 or 23 -3. N. Sheathing face grain can be applied perpendicular or parallel to wall studs, provided studs are spaced a maximum of 16" o.c, INDEX OF SHEETS S 1 A GENERAL NOTES & SCHEDULES S1.1A PARTIAL FOUNDATION PLAN S1.1B MTLAL FOUNDATION PLAN S2, lA PARTIAL SECOND FLOOR FRAMING PLAN S2.1B PARTIAL SECONDAiQ,OR•FRAMING PLAN S2.1 C PARTIAL SF,CON �TRAMING PLAN S2.2A PARTIAL THIRD,OOR FRAMING PLAN S2.2B P . ; TML, R j FRAMING PLAN S2.2C PAItTIA TTURD FLOOR FRAMING PLAN S23A PARTIAL ,ROOF FRAMING PLAN S23C PARTIAL ROOF FRAMING PLAN S2.4 ROOF SHEATHING / SNOW DRIFTING PLAN SDA FOUNDATION DETAILS SD.2 FLOOR FRAMING DETAILS SD3 FLOOR FRAMING DETAILS SDA ROOF FRAMING DETAILS SD.5 ROOF FRAMING DETAILS , L R rn M d 0 � An V gO'S Q �' kn p `-' 6n y r� VI H O Z'�:.i:�ic'� rn 40 ik a Z U Z rA RM' W W Z Z W REVISIONS: S. og v'1ss� y38212 EXPIRES: 01 -27 -OS i -PROJECT TITLE: O C7 d H z O w H 4 ��• 1;/1 SHEET TITLE: GENERAL: NOTES AND SCHEDULES N SKEET: S 1 .O 1 OF 18 1. The items marked with an "X' shall be inspected in accordance with U.B.C. Chapter 17 by a certified special inspector from an established testing agency. For material sanpiing and testing requirements, refer to the material sampling and testing section, the project specifications and the specific general notes sections. The testing agency shall send copies of all structural testing and inspection reports directly to the architect, engineer, contractor and building official. Any materials which fail to meet the project specifications shall immediately be brought to the attention of the architect. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. The special inspector shall submit a final signed report stating whether the work requiring special inspection was to the best of the inspector's knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the code, Special inspection testing requirements apply equally to all bidder designed components. 2. Special inspection is not required for work performed by an approved fabricator per U.B.0 section 1701.7. 3. Continuous special inspection means that the special inspector is on the site at all times observing the work requiring the special inspection (U.S.C. 1701.6.') Periodic special inspection means that the special inspector is on the site at time intervals necessary to confirm that all work requiring special inspection is in compliance. 4. All welds shall be visually inspected. 5. All complete penetration welds shall be tested ultrasonically or by using another approved method. 6. Periodic special inspection is only required for welding of ASTM A706 reinforcing steel not greater than no, 5 used for embedments, provided the materials, qualifications of welding proceedures and welders are verified prior to the start of work: periodic inspections are made of work in progress; and a visual inspection of all welds is made prior to completion or prior to shipment of shop welding. 7. Inspection for prefabricated construction shall -be the sane as if the material used in the construction took place on site. Continuous inspection will not be required during prefabrication if the approved agency certifies the construction and furnishes evidence of compliance. 8. Snug Tight 9. Turn of the Nut Method C. Contractor to retain an approved Special Inspector to observe and approve all High Strength Bolt Installations. GENERAL NOTES ITEM INSPECTED I FOR COMMENTS CONCRETE FO NOATION RUBAR PLACEMENT X 1 RETAINING WALL REBA PLACEMENT N 3 WOOD FIRST FLOOR WALL AND FLOOR FRAMING N 1 3 ROOF FRAMING N 1 PLYWD. NAILING E NOT 1 3 1. Contractor is responsible for notifying the engineer of record in advance. 2. FOR - Engineer of Record AOR - Architect of Record 3. A field report will be submitted to the building department following each site visit. FOUNDATIQNS: A. All footings to rest on firm, undisturbed soil, or structural fill, free of organic material, and capable of supporting a minimum allowable bearing bearing pressure of 21500 psf. under combined dead and live loads. See Redmond t Associates Geotech Report, dated September 28, 2003. 8. All slabs -on-grade shall be underlain by a minimum of 6" of free- draining (less than 5 passing the No. 200 Sieve), welt graded, crushed rock. The base course materials shall be compacted to at least 95% of maximum dry density. CONCRETE; A. All structural concrete shall conform to the following: Location Maximum Maximum Maximum Minimum Aggregate Slump Water /cement F'a Foundation 1 1/2" 6" .5 31000 psi * Slabs-on-grade 1 1/2" 4" .46 31000 psi * * Structural design is based upon F', on 21500 psi. Special Inspection is not required. 8. Concrete mixes are to conform to UBC Section 1905. C. Submit a copy of each concrete mix design to the engineer of record prior to any delivery to job site. REINFORCING STEEL: A. Ali reinforcing steel shall be billet steel deformed bars conforming to ASTM A615, Grade 60, except use ASTM A706, Grade 60 bars whore welding is required. (No. 3 bars may be Grade 40). Submit mill certificates for all bars requiring welding. 5. Fabrication and placement of reinforcing steel shall be in accordance with CRSI MSP -1 -q0 "Manual of Standard Practice" and Chapter 5 of ACI 301 -8q "Specifications for Structural Concrete for Buildings ". C. All concrete slab reinforcing steel shall be supported at the required heights by approved bolsters prior to pouring slab concrete. D. Reinforcing steel lap splices not otherwise indicated shall be ACI standard close 8 splices staggered between adjacent bens one lap length minimum. E. Provide comer bars some size and spacing as horizontal bars and project 32 diameters each way or 2' -0" x 2' -0" minimum unless detailed otherwise. F. Provide (2) -#5 bars around all openings and recesses. Extend these bare 24 inches beyond the comer of the openings. G. Contractor shall provide and cast in all necessary inserts. H. All welded wire mesh shall be furnished in flat shoots and conform to ASTM A -185. REINFORCING PROTECTION: A. Concrete deposited against earth: 3 inches. 8. Concrete formed surfaces exposed to ground and weather: #5 and smaller bar - 1 -1/2 inches #6 and larger bar - 2 inches C. Concrete surfaces not exposed to weather or in contact with the ground: #It and smaller bar - 3/4 inches D. Slabs - 3/4 inches STRUCTIJRAL STEEL: A. All structural beams shall conform to Structural Steel Designation AaM. B. All .other structural steel plates, angles, and mist. shapes shall conform to Structural Steel Designation ASTM A36. C. All structural steel tube shall conform to ASTM A500, Grade 8 designation having a minimum yield strength of 46,000 psi. D. Fabrication and erection shall conform to the specifications set forth in AISC "Specifications for Structural Steel Buildings ", IgSq, and AISC "Code of Standard Practice for Steel Buildings and Bridges ", lg86, and the 'Standard Code for Arc and Gas Welding in Building Construction". E. High strength bolts shall be ASTM A325N, bearing -typs connection with threads included in the shear plane. High strength bolts are not 'slip critical', and therefore shall be 'snug tight'. F. All other bolts not designated as high strength shall be ASTM A3071 Grade A. Galvanize all exterior bolts in accordance with ASTM A53. G. Lock nuts shall be 1F1 100, Grade B prevailing torque type. H. Plain hardened washers shall be ASTM F436. I. Beveled washers shall be ANSI 816.23.1.04 J. Welding shall conform with AWS D1.1 "Structural Welding Code - Steel ". Welding filler metal shall be AWS A5.1 or A5.5 E70XX electrodes or AWS A5,18 ER705 -X. Ali welding shall be performed by welders AWS certified within the past 2 yeas for the type of welding performed. Welder shall present evidence of qualification within the past two years. Weld electrode E70T -4 is prohibited. K. After fabrication, but before installation, remove rust scale, grease and oil by wire brushing and chemical treatment. L. Shop prime steel items with one heavy coat of rust inhibiting metal primer. M. Galvanizing coat all exposed metal per ASTM A4461 G60. N. All wedge anchors to be HILT[ Kwik Bolt - II (HKBII) or equivalent. STRUCTi1BAL WOOD: A. All structural wood members shall be Coast Region Douglas Fir No.2 or better grade as noted in National Design Specifications for Stress Grade Lumber and its fastenings, unless noted otherwise. All posts shall be Douglas Fir #1 or better. 5. All studs to be Douglas Fir #2 or better as noted in National Design Specifications for Stress Grade Lumber. C. The Contractor shall furnish and install all bolts, and plates as required to complete the job. D. Washers shall be used under ail bolt heads and nuts bearing an wood. E. All wood members in contact with concrete or masonry shall be pressure treated. F. All nailing not shown shall be as called for in I.B.C. table 2304.q.1 fastening schedule. GLU -LAM BEAMS: A. Beans to be built in accordance with "Standard Specifications for Structural Glued Laminated Members of the American Institute of Timber Construction". B. Glue - laminated members shall be laminated from Coast Region Douglas Fir lumber and shall be 24F -V4 structural grade for single spans, and 24F -V8 Structural grade for continuous and cantilevered spans C. STRESSES: Fs - 2,400 psi E- 1.8E6 Fv - 190 psi Fe - 650 psi PLYWOOD: A. Wall Sheathing: 15/32" Plywood wall sheathing APA rated 24/0 Exposure 1. Lay horizontal and block all edges. Attach with 8d common naile - 6" O.C. edges t 12" O.G. field. Unless Noted Otherwise in Shoorwall Schedule. B. Floor Sheathing: 314" T4G plywood floor sheathing APA rated 46/24 Exterior Glue CO-X W/ 10d galvanized nails & 0 O.C. edges and 12" O.C. field. Lqy perpendicular to supports wA stagger joints, G. Roof Sheathing 1: 15/32 " -5 ply plywood roof sheathing APA rated 32/16 Exterior Glue CD -X W/ 8d galvanized nails @ 6" Q.C. edges and 12" O.C. field. Loy perpendicular to supports anal stagger joints, (Block per plan) D. Roof Sheathing 2: 518" plywood roof sheathing APA rated 40/20 gxWior Glue Exposure 1. W/ Joel common nails @ 6" O.C. edges aid 12" O-C, field • Lay perpendicular to supports and stagger joints, TRUSSES: A. Roof framing members shall be designed 0 support the specified loads and limit maximum live load deflection to 1/240 of the span, 8. Truss manufacturer's design shall include required bearing, bracing, blocking, fastening and attaching devices to carry the specified loads. C. Roof trusses to be designed to carry all loads noted in Chapter IC International Building Code with snow loads per IBC and ASCE 7, D. Erection and installation shall be in accordance with the specifications set forth by the manufacturer. E. Each truss shall be attached to dbl. top plate of wall with Simpson Hl clips F. The truss manufacturer shall supply all trusses, associated load- 4ronsfer blocks, hangers, bracing, blocking and beveled plates as requ[red to complete the roof truss framing. G. Shop drawings shall be stamped by an engineer licensed in the State of Washington. H. Make all bottom chord connections after dead load has boon applied. I. I -Joist Roof trusses shall be pre drilled with 1 1/2" diameter ventilation holes per manufacturer's standard details. PRE - ENGINEERED LUMBER: A. The joist manufacturer shalt supply all joists, associated load transfer blocks, hangars, bracing, blocking and beveled plates as required to complete the roof truss. 8. Erection and installation shall be in accordance with the specifications set forth by the - manufacturer. C. Continuous LVL rim joists shall not be spliced over openings. Splice 3' -0" min. on either side of openings. D. STRESSES FOR LAMINATED VENEER LUMBER 1. 2250FO -1.5E F, - 21250 psi E - 1.5E' psi F„ - 285 psi Fry- 750 psi 2. 265OFe 1.qE Fs - 21650 psi E - 1.qE' psi Fv - 285 psi Fry- 750 psi 3. 2g5OF6- 2.0E Fe - 2,950 psi E - 2.OE' psi Fv - 2qO psi Fry- 1020 psi PLYWOOD WEB JOISTS: A. Joists shown on plans as "LPI" to be "Lousiono Pacific" or approved equal. Joist assembly to be tested under 1130 testing procedures. 8. Complete joist designs bearing the stamp of a professional engineer registered in the State of Washington to be submitted for review. C. Floor framing members shall be designed to support the specified loads and limit maximum total toad deflection to 1/360 of the span and limit live load deflection to 11480 of the span. D. Joist manufacturer to provide all specialty items needed for a normal and complete installation of floor joists. The manufacturer shall supply all associated load transfer blocks, hangers, bracing, biockinq� and beveled plates as required to finish the framing, E. Alternate joist or truss system shall be tested. Results of load test on component parts, full scale tests on joists and an analysis of test results shall be submitted to the architect and engineer for review. SHEAR WALL SCHEDULE NOTES: A. Contractor 1ibo provide shear transfer from diaphragm to shoarwolls. (See appropriate details) B. The allowable shear values are applicable to studs of Species Group li (Douglas -Fir, Southern Pine). C. Use Simpson A35 angle to attach blocking to top plate at floor line. At roof line use Simpson H -1 clips @ ea. truss (U.N.O.). D. Block all panel edges U.N.O. E. All nails referenced are common nails (i.e. 6d- 0.113 ", Sd- 0.131 0, lOd- 0.148 ", 12d- 0.148" and 16d- 0.162 "), unless referenced otherwise. Values of other standard construction fasteners will require spacing adjustments and must be approved by the engineer -of- record. F. Do not penetrate surface ply of sheathing with head of fastener. G. Use hot dipped galvanized nails at all exterior applications. H. A.B. - Anchor Bolts I. Where panels are applied on both sides of the wall and nail spacing is less than 6" o.c. on either side, panel edges shall be offset to fall on different framing members or framing shall be 3" nominal or thicker and nails on either side shall bs staggered. J. Framing at adjoining panel edges shall be 3" nominal or wider and - nails shall be staggered where 8d nails are spaced 2" or less o.c,, or where 10d nails having penetration into . framing of more than 1 5/8" we spaced 3" or less o.c. K. Minimum nail penetrations: 6d-i 114 ", 8d -I 1/2 ", and 10d -I 5/6 ". L. Nails for gypsum wallboard can be cooler or wallboard nails. M. C -D, G -C sheathing, plywood panel siding, OSB, and other grades covered in UBC Standard 233 -2 or 23 -3. N. Sheathing face grain can be applied perpendicular or parallel to wall studs, provided studs are spaced a maximum of 16" o.c, INDEX OF SHEETS S 1 A GENERAL NOTES & SCHEDULES S1.1A PARTIAL FOUNDATION PLAN S1.1B MTLAL FOUNDATION PLAN S2, lA PARTIAL SECOND FLOOR FRAMING PLAN S2.1B PARTIAL SECONDAiQ,OR•FRAMING PLAN S2.1 C PARTIAL SF,CON �TRAMING PLAN S2.2A PARTIAL THIRD,OOR FRAMING PLAN S2.2B P . ; TML, R j FRAMING PLAN S2.2C PAItTIA TTURD FLOOR FRAMING PLAN S23A PARTIAL ,ROOF FRAMING PLAN S23C PARTIAL ROOF FRAMING PLAN S2.4 ROOF SHEATHING / SNOW DRIFTING PLAN SDA FOUNDATION DETAILS SD.2 FLOOR FRAMING DETAILS SD3 FLOOR FRAMING DETAILS SDA ROOF FRAMING DETAILS SD.5 ROOF FRAMING DETAILS , L R rn M d 0 � An V gO'S Q �' kn p `-' 6n y r� VI H O Z'�:.i:�ic'� rn 40 ik a Z U Z rA RM' W W Z Z W REVISIONS: S. og v'1ss� y38212 EXPIRES: 01 -27 -OS i -PROJECT TITLE: O C7 d H z O w H 4 ��• 1;/1 SHEET TITLE: GENERAL: NOTES AND SCHEDULES N SKEET: S 1 .O 1 OF 18 1. Contractor is responsible for notifying the engineer of record in advance. 2. FOR - Engineer of Record AOR - Architect of Record 3. A field report will be submitted to the building department following each site visit. FOUNDATIQNS: A. All footings to rest on firm, undisturbed soil, or structural fill, free of organic material, and capable of supporting a minimum allowable bearing bearing pressure of 21500 psf. under combined dead and live loads. See Redmond t Associates Geotech Report, dated September 28, 2003. 8. All slabs -on-grade shall be underlain by a minimum of 6" of free- draining (less than 5 passing the No. 200 Sieve), welt graded, crushed rock. The base course materials shall be compacted to at least 95% of maximum dry density. CONCRETE; A. All structural concrete shall conform to the following: Location Maximum Maximum Maximum Minimum Aggregate Slump Water /cement F'a Foundation 1 1/2" 6" .5 31000 psi * Slabs-on-grade 1 1/2" 4" .46 31000 psi * * Structural design is based upon F', on 21500 psi. Special Inspection is not required. 8. Concrete mixes are to conform to UBC Section 1905. C. Submit a copy of each concrete mix design to the engineer of record prior to any delivery to job site. REINFORCING STEEL: A. Ali reinforcing steel shall be billet steel deformed bars conforming to ASTM A615, Grade 60, except use ASTM A706, Grade 60 bars whore welding is required. (No. 3 bars may be Grade 40). Submit mill certificates for all bars requiring welding. 5. Fabrication and placement of reinforcing steel shall be in accordance with CRSI MSP -1 -q0 "Manual of Standard Practice" and Chapter 5 of ACI 301 -8q "Specifications for Structural Concrete for Buildings ". C. All concrete slab reinforcing steel shall be supported at the required heights by approved bolsters prior to pouring slab concrete. D. Reinforcing steel lap splices not otherwise indicated shall be ACI standard close 8 splices staggered between adjacent bens one lap length minimum. E. Provide comer bars some size and spacing as horizontal bars and project 32 diameters each way or 2' -0" x 2' -0" minimum unless detailed otherwise. F. Provide (2) -#5 bars around all openings and recesses. Extend these bare 24 inches beyond the comer of the openings. G. Contractor shall provide and cast in all necessary inserts. H. All welded wire mesh shall be furnished in flat shoots and conform to ASTM A -185. REINFORCING PROTECTION: A. Concrete deposited against earth: 3 inches. 8. Concrete formed surfaces exposed to ground and weather: #5 and smaller bar - 1 -1/2 inches #6 and larger bar - 2 inches C. Concrete surfaces not exposed to weather or in contact with the ground: #It and smaller bar - 3/4 inches D. Slabs - 3/4 inches STRUCTIJRAL STEEL: A. All structural beams shall conform to Structural Steel Designation AaM. B. All .other structural steel plates, angles, and mist. shapes shall conform to Structural Steel Designation ASTM A36. C. All structural steel tube shall conform to ASTM A500, Grade 8 designation having a minimum yield strength of 46,000 psi. D. Fabrication and erection shall conform to the specifications set forth in AISC "Specifications for Structural Steel Buildings ", IgSq, and AISC "Code of Standard Practice for Steel Buildings and Bridges ", lg86, and the 'Standard Code for Arc and Gas Welding in Building Construction". E. High strength bolts shall be ASTM A325N, bearing -typs connection with threads included in the shear plane. High strength bolts are not 'slip critical', and therefore shall be 'snug tight'. F. All other bolts not designated as high strength shall be ASTM A3071 Grade A. Galvanize all exterior bolts in accordance with ASTM A53. G. Lock nuts shall be 1F1 100, Grade B prevailing torque type. H. Plain hardened washers shall be ASTM F436. I. Beveled washers shall be ANSI 816.23.1.04 J. Welding shall conform with AWS D1.1 "Structural Welding Code - Steel ". Welding filler metal shall be AWS A5.1 or A5.5 E70XX electrodes or AWS A5,18 ER705 -X. Ali welding shall be performed by welders AWS certified within the past 2 yeas for the type of welding performed. Welder shall present evidence of qualification within the past two years. Weld electrode E70T -4 is prohibited. K. After fabrication, but before installation, remove rust scale, grease and oil by wire brushing and chemical treatment. L. Shop prime steel items with one heavy coat of rust inhibiting metal primer. M. Galvanizing coat all exposed metal per ASTM A4461 G60. N. All wedge anchors to be HILT[ Kwik Bolt - II (HKBII) or equivalent. STRUCTi1BAL WOOD: A. All structural wood members shall be Coast Region Douglas Fir No.2 or better grade as noted in National Design Specifications for Stress Grade Lumber and its fastenings, unless noted otherwise. All posts shall be Douglas Fir #1 or better. 5. All studs to be Douglas Fir #2 or better as noted in National Design Specifications for Stress Grade Lumber. C. The Contractor shall furnish and install all bolts, and plates as required to complete the job. D. Washers shall be used under ail bolt heads and nuts bearing an wood. E. All wood members in contact with concrete or masonry shall be pressure treated. F. All nailing not shown shall be as called for in I.B.C. table 2304.q.1 fastening schedule. GLU -LAM BEAMS: A. Beans to be built in accordance with "Standard Specifications for Structural Glued Laminated Members of the American Institute of Timber Construction". B. Glue - laminated members shall be laminated from Coast Region Douglas Fir lumber and shall be 24F -V4 structural grade for single spans, and 24F -V8 Structural grade for continuous and cantilevered spans C. STRESSES: Fs - 2,400 psi E- 1.8E6 Fv - 190 psi Fe - 650 psi PLYWOOD: A. Wall Sheathing: 15/32" Plywood wall sheathing APA rated 24/0 Exposure 1. Lay horizontal and block all edges. Attach with 8d common naile - 6" O.C. edges t 12" O.G. field. Unless Noted Otherwise in Shoorwall Schedule. B. Floor Sheathing: 314" T4G plywood floor sheathing APA rated 46/24 Exterior Glue CO-X W/ 10d galvanized nails & 0 O.C. edges and 12" O.C. field. Lqy perpendicular to supports wA stagger joints, G. Roof Sheathing 1: 15/32 " -5 ply plywood roof sheathing APA rated 32/16 Exterior Glue CD -X W/ 8d galvanized nails @ 6" Q.C. edges and 12" O.C. field. Loy perpendicular to supports anal stagger joints, (Block per plan) D. Roof Sheathing 2: 518" plywood roof sheathing APA rated 40/20 gxWior Glue Exposure 1. W/ Joel common nails @ 6" O.C. edges aid 12" O-C, field • Lay perpendicular to supports and stagger joints, TRUSSES: A. Roof framing members shall be designed 0 support the specified loads and limit maximum live load deflection to 1/240 of the span, 8. Truss manufacturer's design shall include required bearing, bracing, blocking, fastening and attaching devices to carry the specified loads. C. Roof trusses to be designed to carry all loads noted in Chapter IC International Building Code with snow loads per IBC and ASCE 7, D. Erection and installation shall be in accordance with the specifications set forth by the manufacturer. E. Each truss shall be attached to dbl. top plate of wall with Simpson Hl clips F. The truss manufacturer shall supply all trusses, associated load- 4ronsfer blocks, hangers, bracing, blocking and beveled plates as requ[red to complete the roof truss framing. G. Shop drawings shall be stamped by an engineer licensed in the State of Washington. H. Make all bottom chord connections after dead load has boon applied. I. I -Joist Roof trusses shall be pre drilled with 1 1/2" diameter ventilation holes per manufacturer's standard details. PRE - ENGINEERED LUMBER: A. The joist manufacturer shalt supply all joists, associated load transfer blocks, hangars, bracing, blocking and beveled plates as required to complete the roof truss. 8. Erection and installation shall be in accordance with the specifications set forth by the - manufacturer. C. Continuous LVL rim joists shall not be spliced over openings. Splice 3' -0" min. on either side of openings. D. STRESSES FOR LAMINATED VENEER LUMBER 1. 2250FO -1.5E F, - 21250 psi E - 1.5E' psi F„ - 285 psi Fry- 750 psi 2. 265OFe 1.qE Fs - 21650 psi E - 1.qE' psi Fv - 285 psi Fry- 750 psi 3. 2g5OF6- 2.0E Fe - 2,950 psi E - 2.OE' psi Fv - 2qO psi Fry- 1020 psi PLYWOOD WEB JOISTS: A. Joists shown on plans as "LPI" to be "Lousiono Pacific" or approved equal. Joist assembly to be tested under 1130 testing procedures. 8. Complete joist designs bearing the stamp of a professional engineer registered in the State of Washington to be submitted for review. C. Floor framing members shall be designed to support the specified loads and limit maximum total toad deflection to 1/360 of the span and limit live load deflection to 11480 of the span. D. Joist manufacturer to provide all specialty items needed for a normal and complete installation of floor joists. The manufacturer shall supply all associated load transfer blocks, hangers, bracing, biockinq� and beveled plates as required to finish the framing, E. Alternate joist or truss system shall be tested. Results of load test on component parts, full scale tests on joists and an analysis of test results shall be submitted to the architect and engineer for review. SHEAR WALL SCHEDULE NOTES: A. Contractor 1ibo provide shear transfer from diaphragm to shoarwolls. (See appropriate details) B. The allowable shear values are applicable to studs of Species Group li (Douglas -Fir, Southern Pine). C. Use Simpson A35 angle to attach blocking to top plate at floor line. At roof line use Simpson H -1 clips @ ea. truss (U.N.O.). D. Block all panel edges U.N.O. E. All nails referenced are common nails (i.e. 6d- 0.113 ", Sd- 0.131 0, lOd- 0.148 ", 12d- 0.148" and 16d- 0.162 "), unless referenced otherwise. Values of other standard construction fasteners will require spacing adjustments and must be approved by the engineer -of- record. F. Do not penetrate surface ply of sheathing with head of fastener. G. Use hot dipped galvanized nails at all exterior applications. H. A.B. - Anchor Bolts I. Where panels are applied on both sides of the wall and nail spacing is less than 6" o.c. on either side, panel edges shall be offset to fall on different framing members or framing shall be 3" nominal or thicker and nails on either side shall bs staggered. J. Framing at adjoining panel edges shall be 3" nominal or wider and - nails shall be staggered where 8d nails are spaced 2" or less o.c,, or where 10d nails having penetration into . framing of more than 1 5/8" we spaced 3" or less o.c. K. Minimum nail penetrations: 6d-i 114 ", 8d -I 1/2 ", and 10d -I 5/6 ". L. Nails for gypsum wallboard can be cooler or wallboard nails. M. C -D, G -C sheathing, plywood panel siding, OSB, and other grades covered in UBC Standard 233 -2 or 23 -3. N. Sheathing face grain can be applied perpendicular or parallel to wall studs, provided studs are spaced a maximum of 16" o.c, INDEX OF SHEETS S 1 A GENERAL NOTES & SCHEDULES S1.1A PARTIAL FOUNDATION PLAN S1.1B MTLAL FOUNDATION PLAN S2, lA PARTIAL SECOND FLOOR FRAMING PLAN S2.1B PARTIAL SECONDAiQ,OR•FRAMING PLAN S2.1 C PARTIAL SF,CON �TRAMING PLAN S2.2A PARTIAL THIRD,OOR FRAMING PLAN S2.2B P . ; TML, R j FRAMING PLAN S2.2C PAItTIA TTURD FLOOR FRAMING PLAN S23A PARTIAL ,ROOF FRAMING PLAN S23C PARTIAL ROOF FRAMING PLAN S2.4 ROOF SHEATHING / SNOW DRIFTING PLAN SDA FOUNDATION DETAILS SD.2 FLOOR FRAMING DETAILS SD3 FLOOR FRAMING DETAILS SDA ROOF FRAMING DETAILS SD.5 ROOF FRAMING DETAILS , L R rn M d 0 � An V gO'S Q �' kn p `-' 6n y r� VI H O Z'�:.i:�ic'� rn 40 ik a Z U Z rA RM' W W Z Z W REVISIONS: S. og v'1ss� y38212 EXPIRES: 01 -27 -OS i -PROJECT TITLE: O C7 d H z O w H 4 ��• 1;/1 SHEET TITLE: GENERAL: NOTES AND SCHEDULES N SKEET: S 1 .O 1 OF 18 L R rn M d 0 � An V gO'S Q �' kn p `-' 6n y r� VI H O Z'�:.i:�ic'� rn 40 ik a Z U Z rA RM' W W Z Z W REVISIONS: S. og v'1ss� y38212 EXPIRES: 01 -27 -OS i -PROJECT TITLE: O C7 d H z O w H 4 ��• 1;/1 SHEET TITLE: GENERAL: NOTES AND SCHEDULES N SKEET: S 1 .O 1 OF 18 y r� VI H O Z'�:.i:�ic'� rn 40 ik a Z U Z rA RM' W W Z Z W REVISIONS: S. og v'1ss� y38212 EXPIRES: 01 -27 -OS i -PROJECT TITLE: O C7 d H z O w H 4 ��• 1;/1 SHEET TITLE: GENERAL: NOTES AND SCHEDULES N SKEET: S 1 .O 1 OF 18 HOLDOM SCHEDULE SYMBOL HOLDOWN ANCHOR EMBED. ANCHOR WOOD MEMBER ANCHORAGE REMARKS ALLOWABLE LOAD MARK H.F. # 2 BOLT LENGTH SIZE N.F. # 2 TO WOOD C4 (LBS) DPHD2 -SDS3 THREADED lo" 5/8 "0 (2) 2x STUDS (10) SDSI /4x3 SCREWS SIMPSON SET 3,610 32" C7 ROD D.F. # I x C8 6x8 EPDXY LAP e PHDS -SDS3 71 ED 10" 5/8 "0 (2) 2x STUDS (14) SDSI /4x3 SCREWS SIMPON ET 4,685 4x4x114 A500 STEEL ROD C12 8xbx5 /16 A500 STEEL 13 "x13 "x5/8" GONT. © 14DQ8 -SDS3 THRE DED 15" 7/8 "0 (2) 2x STUDS (20) SDSI /4x3 SCREWS SIMPSONYSET 8,325 REVISIONS: �$31831Tri� ® HDCIO /22 THREAD ED 15" 7/8 "O (2) 2x STUDS (24) SDSI /4x2 1/2 SCREWS SIMPSON ET q'�5 ROD co � co 3 CS16 z (2) 2x STUDS (28) Sd CLEAR SPAN + 30" 11705 ® MSTI60 (2) 2x STUDS (40) 10d x 1 1/2" 31625 © MST172 (2) 2x STUDS (52) 10d x 1 1/2" 41715 ® MSTC66 4x POST (64) 16d SINKER DO NOT USE BUILT-UP 5,505 O STUDS USE 4x POST PARTIAL HD14A TH EADED 15" 1 "o 6x POST (4) 100 BOLTS SIMPSON ET 131380 S L I A PROJECT #: ROD 2 OF 18 DATE AUO 27, 2004 ® CMST12 4x POST (100) 10d x 1 1/2" CLEAR N + 105" 71110 4x 1 DENOTES LOCATION OF HOLDOWN AT BOTTOM OF WALL COLUMN SCHEDULE ALL COLUMNS SHALL NAVE BEAM SEATS REFER TO I6 /SD.2 SYMBOL SIZE MATERIAL BASE PLATE C1 (2) 2x4 H.F. # 2 (3) #4 EA. WAY C2 (3) 2x4 H.F. # 2 x C3 (2) 2x6 N.F. # 2 LAP C4 (3) 2x6 H.F. # 2 24" DIP. C5 4x4 D.F. # 1 GF2 C6 4x6 D.F. # I 32" C7 6x6 D.F. # I x C8 6x8 D.F. # I LAP C9 5 1 /8x6 G.L.BM. 24" WD. x 10" DP. CIO 3x3x3/16 A500 STEEL 9 "x9"xS /8" Cll 4x4x114 A500 STEEL 10 "x10 "x5/8" C12 8xbx5 /16 A500 STEEL 13 "x13 "x5/8" PARTIAL FOUNDATION PLAN 1 /811°1' -011 CONTINUOUS FOOTING SCHEDULE FTG FTG. SIZE REINFORCING MARK , PF2 2'- 6 "x2'- 6 "x0' -10" (3) #4 EA. WAY PF3 18" WD. x 10" DP. 2 #4 x CONT. GF1 PERIMETER LAP . 32" 4'- 6"x4'- 6 "xl' -O" 24" DIP. 3 : j (6) #5 EA. WAY GF2 PERIMETER LAP r� 32" GF3 18" WD. x 10" DP. (2) #4 x CONT. THICKENED SLAB LAP . 32 w 24" WD. x 10" DP. 3 #4 x CONT. GF4 THICKENED SLAB LAP = 32" Cam' (3 �P = GONT. THICKENED05LDAPB PAD FOOTING SCHEDULE FTQ MARK FTG. S1ZE REINFORCING PFI 2'- 0 "x2'- 0 "x0' -10" (3) #4 EA. WAY PF2 2'- 6 "x2'- 6 "x0' -10" (3) #4 EA. WAY PF3 3'- 0 "x3'- 0 "xO' -10" (4) #4 EA. WAY PF4 31- 611x3' - 611x0' -10" #4 0 12" OC EA. WAY PF5 41-- 0 "x4'- 0 "x0' -10" (4) #4 EA. WAY PFb 4'- 6"x4'- 6 "xl' -O" (5) #5 EA. WAY PF7 5'- 011x5'- 0 "xl' -4" j (6) #5 EA. WAY PF8 2'- 011x5'- 6 "x0' -10" #4 @ 12" OG EA. WAY IALLS :TURAL WALLS IDENTIFICATION EGESS I u Lu . , tL'K'- LLA KEY PLAN OL n.T.w Y) j a a r w M V o MOO $OW)° U y b . Nvs� N V1 O W� O Z V/ Li Wo) yam... 00 F-�W J H W Z;,W oMM (=Ii0Z�o z M 0 �f- Z VNW' jCL U z r� a w w z z w REVISIONS: �$31831Tri� SSI(NAL EXPIRES: 01 -27 -OS PROJECT TITLE: z 0 co � co 3 H z a � o L7 zU � � a U O SHEET TITLE: PARTIAL FOUNDATION PLAN DRAWN BY SHEET: SMC S L I A PROJECT #: 040741 -S 2 OF 18 DATE AUO 27, 2004 _.J MATCH LINE SEE SHEET 51.IC SEE SHEET S1.15 C C MATCH LINE SEE SHEET S1.I5 . ............... SEE SHEET SI.IA HOLDOWN SCHEDULE MARK HOLDOWN ANCHOR BOLT EMBED. LENGTH ANCHOR SIZE WOOD MEMBER ANCHORAGE TO WOOD REMARKS ALLOWABLE LOAD (LBS) 0 PHD2 -SDS3 THREAD ROD ED 10" 5/8 "0 (2) 2x STUDS (10) SDSI /4x3 SCREWS SIMPSON SET 31610 ® PHD5 -SDS3 ED T ROD 10" 5/800 (2) 2x STUDS (14) SDSI /4x3 SCREWS SIMP50NSET Y 4,685 © HDOB -SD53 THREAD ROD ED 15" 7/8110 (2) 2x STUDS (20) 5DSI /4x3 SCREWS SIME OXY ET 8,325 ® HDCIO /22 TH ROD ED Is, 7/8 00 (2) 2x STUDS (24) SDSI /4x2 1/2 SCREWS SIMPSON SET EPDXY q,665 0 C916 A500 STEEL 10 "x10 "x5/8" C12 (2) 2x STUDS (28) 8d CLEAR SPAN + 30" 11705 ® MST160 LAP 32 (2) 2x STUDS (40) IOd x 1 1/2" 3,625 77 MST172 REVISIONS: S. OF WASlt (2) 2x STUDS (52) 10d x 1 1/2" 41715 ® MSTC66 EXPIRES: 01 -27 -05 4x POST (64) 16d SINKER D STUDS USE 4BUILT-UP x 1POST 51505 O HD14A TH ROD ED t5" 1 "� 6x POST (4) I "O BOLTS SIMEOXY 13,380 ® CMST12 4x POST (100) 10d x 1 1/2" CLEAR SPAN + 108' USE 4x POST 71110 I DENOTES LOCATION OF HOLDOWN AT BOTTOM OF WALL PARTIAL FOUNDATION PLAN 1/8111' -0" a D NORTH W, pi ZVO COLUMN SCHEDULE ALL COLUMNS SHALL HAVE BEAM SEATS REFER TO ib /SD.2 SYMBOL SIZE MATERIAL BASE PLATE C1 (2) 2x4 W. F. # 2 (3) #4 EA. WAY C2 (3) 2x4 H.F. # 2 x C3 (2) 2x6 H.F. # 2 LAP C4 (3) 2x6 N.F. # 2 24" WD. x 10" DP. C5 4x4 D.F. # 1 CF2 C6 4x6 D.F. # 1 32" C7 6x6 D.F. # 1 x C8 6x8 D.F. # I LAP Cq 5 I /8x6 G.L.BM. 24" WD. x 10" DP. CIO 3x3x3/16 A500 STEEL q "xq "x5/8" C11 4x4x1 /4 A500 STEEL 10 "x10 "x5/8" C12 8x8x5/16 A500 STEEL 13 "x13 "x5/8" CONTINUOUS FOOTING SCHEDULE FTG FTC. SIZE REINFORCING MARK (3) #4 EA. WAY FP—F-21 2'- 6 "x2'- 6 "x0' -10" (3) #4 EA. WAY PF3 18" WD. x 10" DP. 2 #4 x CO,11 GF1 E PERIMETER LAP . 32" 4'- 611x4'- 611x1' -0" 24" WD. x 10" DP. 3 #4 x CONT. CF2 PERIMETER LAP - 32" GF3 18" WD. x 10" DP. (2) #4 x CONT. THICKENED SLAB LAP - 32" w 24" WD. x 10" DP. 3 #4 x CONT. CF4 THICKENED SLAB LAP . 3211 GF5 30" WD. x 10" DP. (3) #4 x CONT. THICKENED SLAB LAP 32 PAD FOOTING SCHEDULE FTG MARK FTG. SIZE REINFORCING PF1 21- 011x2' - 011x0' -10" (3) #4 EA. WAY FP—F-21 2'- 6 "x2'- 6 "x0' -10" (3) #4 EA. WAY PF3 3'- 0 "x3'- 0 "x0' -10" (4) #4 EA. WAY PF4 3'- 611x3' -611x0' -1011 #4 0 12" OC EA. WAY PF5 4'- O "x4'- 0 "x0' -10" (4) #4 EA. WAY PF6 4'- 611x4'- 611x1' -0" (5) #5 EA. WAY PF7 5'- 011x5'- 011x1' -4" (6) #5 EA. WAY PF8 2'- 011x5'- 6 "xO' -10" #4 0 12" OC EA. WAY © BEARING WALLS o NON- STRUCTURAL WALLS ® 14OLDOWN IDENTIFICATION ® SHOWER RECESS V1 1� KEY PLAN 11- N.T.414 W m to M 'V b MOO o�Qo p - to O �y ln U N yy. N V1 r%p"O.a� V1 O W r N O V i Z `� N o 0to o F= D -j W W 0MM U MK ^M 1000 Z3 N) V N W °a U z a w w ' z c� z w REVISIONS: S. OF WASlt �I82� SSIMAL EXPIRES: 01 -27 -05 PROJECT TITLE: O C�7 b 3 H z W W H o a C w A � U O U5 d SHEET TITLE: PARTIAL FOUNDATION PLAN DRAWN BY SHEET: smc S 1 B PRO.IE #: 040 741 -5 -s 1 . 3 OF 18 DATE AUG. 27,20M PARTIAL FOUNDATION PLAN a D NORTH COLUMN SCHEDULE ALL COLUMNS SHALL HAVE BEAM SEATS REFER TO 16/50.2 SYMBOL SIZE MATERIAL BASE PLATE CI (2) 2x4 N.F. # 2 (3) #4 EA. WAY C2 (3) 2x4 N.F. # 2 s C3 (2) 2x6 N.F. # 2 LAP C4 (3) 2x6 N.F. # 2 24" C5 4x4 D.F. # 1 GF2 C6 4x6 D.F. # 1 32" C7 6x6 D.F. # 1 a C8 6x8 D.F. # 1 C9 5 1/8x6 G.L.BM. W CIO 3x3x3/16 A500 STEEL 9"xq"x5 /8" Cll 4x4xl/4 A500 STEEL 10 "xl0 "x5/8" C12 8x8x5 /16 A500 STEEL 13 "xl3 "x5/8" CONTINUOUS FOOTING SCHEDULE FTC' FTG. SIZE REINFORCING MARK (3) #4 EA. WAY PF2 2'- 6 "x2'- 6 "x0' -10" (3) #4 EA. WAY PF3 18n P' 2 s 31- 6 "x3'- 6 "x0' -10" CF1 PERIMETER LAP (4) #4 EA. WAY 32" 4'- 6 "x4'- 6 "xl' -0" 24" (3) #4 5'- 0 "x5'- 0 "xl' -4" (6) #5 EA. WAY GF2 PERIMETER LAP . 32" GF3 SLDAPB• (2 LAP a THICKENED z 32" W 3 . CF4 THICKENED SLAB LAP 32" CF5 30" WD. x 10" DP. (3) #4 x CONT. O THICKENED SLAB LAP - 32 PAD FOOTING SCHEDULE MARK FTC. SIZE REINFORCING FP F71 2'- 0 "x2'- 0 "x0' -10" (3) #4 EA. WAY PF2 2'- 6 "x2'- 6 "x0' -10" (3) #4 EA. WAY PF3 3'- 0 "x3'- 0 "x0' -10" (4) #4 EA. WAY PF4 31- 6 "x3'- 6 "x0' -10" #4 @ 12" OC EA. WAY PF5 4'- 0 "x4'- 0 "x0' -10" (4) #4 EA. WAY PF6 4'- 6 "x4'- 6 "xl' -0" (5) #.5 EA. WAY PF7 5'- 0 "x5'- 0 "xl' -4" (6) #5 EA. WAY PFS 2'- 0 "x5'- 6 "x0' -10" #4 ® 12" OC EA. WAY Iol llt1a;4 o SEARING WALLS o NON- STRUCTURAL WALLS ® HOLDOWN IDENTIFICATION ® SHOWER RECESS c Lu r •rte -ey Vf Tfi7 T 3f YF + A LU l l 4L KEY KEY PLAN 1�- KTA ,i W cn M j C7 M 00 F � v1 p O k N U N cn CA (Sy fir 1rV 1 O 1� O (9 O) Z yP.-M CND H W Z001) J o ,013 x W LAM V ? ^oo Z (49 2 � �' W vg V U z W W ' z z W REVISIONS: S. of wksq, y � �o �t$sl� SSICNAL EXPIRES: 01 -27 -05 PROJECT TITLE: O F+ cn cn � 3 H z W � � o ' O L7 U a a w W Q U O SHEET TITLE: PARTIAL FOUNDATION PLAN DRAWN BY SHEET: smc S 1.1 C T# W741 - oao7ai -s 4 OF 18 DATE. AUG. 27, 2004 0 a U) 3/4" GYP PLYWOOL 48/24 EX W/ 10d COMMONS @ 6" OC EDGES 4 12" OC FIELD. LAY PERPENDICULAR TO SUPPORTS AND STAGGER EDGES (TYPICAL) SYMBOL JOIST SCHEDULE JI 9 1/2" LPI -200 @ 24" OC J2 9 1/2" LPI -200 @ 16" OC O9 1/2" LPI -200 @ 12" OC O11 7/8" LPI -200 @ 24" OC J5 11 7/8" LPI -200 @ 16" OC O11 7/8" LPI -36 @ 24" OC J7 11 7/8" LPI -36 @ 16" OC J8 11 7/8" LPI -56 @ 16" OC J9 DBL. 11 7/8" LPI -56 @ 19.2" OC J10 2x10 HF #2 @ 16" OC J11 14" LPI -56 @ 12" OC COLUMN SCHEDULE ALL COLUMNS SHALL HAVE BEAM SEATS REFER TO 16 /SD.2 SYMBOL SIZE MATERIAL BASE PLATE Cl (2) 2x4 H.F. # 2 SOLE PLATE C2 (3) 2x4 N.F. # 2 10" C3 (2) 2x6 H.F. # 2 1/2" DIAM.x C4 (3) 2x6 H.F. # 2 SYMBOL' SHEATHING C5 4x4 D.F. # 1 16d NAILS C6 4x6 D.F. # I CONNECTION C7 6x6 D.F. # 1 15/32 CD -X CB 6x8 D.F. # 1 N/A C9 5 1/8x6 G.L.BM. 16d NAILS CIO 3x3x3/16 A500 STEEL 9 "x9 "x5/8" CII 4x4x1/4 A500 STEEL 10 "x10 "x5/8" C12 8x8x5 /16 A500 STEEL 13 "x13 0x5/8" SHEAR WALL SCHEDULE MARK DOUBLE ANCHOR BOLT EMBED. LENGTH SHEAR VALUE WOOD MEMBER TOP PLATE CONNECTION SILL PLATE A.B. (H) SOLE PLATE (P /LF) PHD2 -SDS3 TH ROD ED 10" 5/8 "0 (2) 2x STUDS W'M o OBE. 1/2" DIAM.x 5/8" DIAM.x ALL IST SYMBOL' SHEATHING EDGE NAILING INTER. NAILING REMARKS 16d NAILS TOP SIMPSON A35 10" LONG 10" LONG CONNECTION OTHERS FLOOR A 15/32 CD -X 8d NAILS bd NAILS 8,325 N/A 20" OC 3' -0" OC 4' -0" OC 16d NAILS 260 230 SIMESON ET PLYWOOD @ 6" @ 12" OC 816 5 1/8x15 G.L.HM. 24F (2) 2x STUDS (28) 8d CLEAR SPAN + 30" 11705 ® <9> 15/32 CD -X 8d NAILS 8d NAILS (2) 2x STUDS N/A 14" OC 2' -0" OC 3' -0" OC 16d NAILS 350 350 A992 -STEEL PLYWOOD @ 4" @ 12" OC 41715 ® MSTC66 4 1/2 Or- 4x POST (64) 16d SINKER C 15/32" CD -X 8d NAILS 8d NAILS USE 3x SILL PLATES N/A 11" OC N/A 1' -4" OC 16d NAILS 490 450 CM5T12 PLYWOOD @ 3" OC @ 12" OC MINIMUM (100) 10d x 1 1/2" CLEAR SPAN + 108' USE 4x POST 71110 1 DENOTES LOCATION OF HOLDOWN AT BOTTOM OF WALL 3 1/2 OC PROJECT TITLE: D 15/32' CD -X 10d NAILS 10d NAILS USE 3x SILL PLATES N/A 8 „ OG N/A 0 ,_ 9 u OC 2 ROWS 16 600 598 PLYWOOD @ 3" OC @ 12" OC MINIMUM NAILS @ 6” OC E 5/8" GYP. SD. bd COOLER bd COOLER UNBLOCKED 10" OC 24" OC 4' -0" OC 4' -0" OC 16d "NAILS 57/115 F"; a ' O F 5/8" GYP. 8D. 6d COOLER 6d COOLER UNBLOCKED 6" OC 24" OC 4' -0" OC 4' -0" OC 16d "NAILS 72/145 ton C) �'' 2 PLY BASE PLY (pd @ 9" OG " BLOCKED 5 1/2" OG 20" OG i 3' -0" OC 4' -0" OC 16d NAILS 115/230 5/8" BD. OC SHEET TITLE: PARTIAL FOUNDATION PLAN 1. FOR SHEARWALLS A THRU D USE IOd NAILS IF APPLYING OVER GYP. BRD. HOLDOWN SCHEDULE MARK HOLDOWN ANCHOR BOLT EMBED. LENGTH ANCHOR SIZE WOOD MEMBER ANCHORAGE TO WOOD REMARKS ALLOWABLE LOAD (LBS) 0 PHD2 -SDS3 TH ROD ED 10" 5/8 "0 (2) 2x STUDS (10) SDSI /4x3 SCREWS SIMPSONYSET 31610 e PHD5 -SDS3 THIRODDED 10" 5/8 "0 (2) 2x STUDS (14) SDSI /4x3 SCREWS SIME OXYSET 4,685 © HDQB -SDS3 TH ROB ED 15" 7/8 "0 (2) 2x STUDS (20) SDSI /4x3 SCREWS SIMPSON ET 8,325 5 I /4x16 HDCIO /22 TH ROD ED 15" 7/8 "0 (2) 2x STUDS (24) SDSI /4x2 1/2 SCREWS SIMESON ET q,665 0 CS16 816 5 1/8x15 G.L.HM. 24F (2) 2x STUDS (28) 8d CLEAR SPAN + 30" 11705 ® MST160 819 3 I/2x14 LVL 2650 -1.9E (2) 2x STUDS (40) IOd x 1 1/2" A992 -STEEL 31625 © MSTI72 822 W16x40 A992 -STEEL (2) 2x STUDS (52) IOd x 1 1/2" LVL 2950 -2.OE 41715 ® MSTC66 4x POST (64) 16d SINKER DSOTUDS USE 4x IPOST 51505 HD14A TH ROD ED I5" 6x POST (4) 1110 BOLTS SIMEPDXY 131380 ® CM5T12 85'113� .t CNAL 4x POST (100) 10d x 1 1/2" CLEAR SPAN + 108' USE 4x POST 71110 1 DENOTES LOCATION OF HOLDOWN AT BOTTOM OF WALL SYMBOL BEAM SIZE MATERIAL 81 4x8 DF #1 82 4x10 OF #1 O6x8 OF #1 O6x10 OF #1 O1 3/4x9 1/2 LVL 2250 -1.5E O1 3/4x11 7/8 LVL 2250 -1.5E 87 3 1/2x9 1/2 LVL 2250 -1.5E O3 1/2x11 7/8 LVL 2250 -1.5E O3 1/2x9 1/2 LVL 2650 -1.9E H10 3 I /2x11 7/8 LVL 2650 -I AE B11 5 1 /4x11 7/8 LVL 2650 -1.9E 812 5 I /4x16 LVL 2650 -1.9E 813 5 I/4x18 LVL 2650 -2.OE 814 5 1/8x7 1/2 G.L.BM. 24F H15 5 I /8x10 1/2 G.L.BM. 24F 816 5 1/8x15 G.L.HM. 24F 817 5 1/8x24 G.L.51-1. 24F 818 6 3/4x21 G.L.BM. 24F 819 3 I/2x14 LVL 2650 -1.9E 820 W14x38 A992 -STEEL 821 W14x22 A992 -STEEL 822 W16x40 A992 -STEEL B23 7x11 7/8 LVL 2950 -2.OE 824 W12x45 A992 -STEEL V'IIINL~" MrG wGmC 1.75x11 7/8 LVL 225OFb -1.5E (U.O.N.) 2250FG-1.5E (U.O.N.) PARTIAL SECOND FLOOR FRAMING PLAN 1 /8 "•l' -Ou a NOWH INDEX ® BEARING WALLS o SHEARWALL o NON - STRUCTURAL WALLS 100 PSF LIVE LOAD 125 PSF LIVE LOAD �+ BEAM IDENTIFICATION ® HOLDOWN IDENTIFICATION O SHEARWALL IDENTIFICATION Q JOIST IDENTIFICATION a� JOIST SPAN M.T.0. AND SHORTER 4DOW HEADERS 5x11 7/8 LVL 5OFb -I.5E Mal �I 1 l l O U N O w cn M � tom N NV1V1p.�W Zq on 00, V1 r'r m 2x4 @ 'S 2x6 16" @ OC 16" OC �A U W) �I 1 l l O U N O w cn M � tom N NV1V1p.�W Zq on 00, V1 r'r m j D W W InZm� 00 MM �A U W) ZV/ M Cgmm �' li V Z W 0Vj, U z a w w ' z z w REVISIONS: S. 85'113� .t CNAL EXPIRES: 01 -27 -05 PROJECT TITLE: O h C7 � 3 z � � o F"; a ' O C7 U ton C) U O LEn SHEET TITLE: PARTIAL FOUNDATION PLAN DRAWN By SHEET: sMc PROJECT S2.1A 5 OF 18 DATE: AUG 27.2004 I L, M z 0 SYMBOL JOIST SCHEDULE J1 9 1/2" LPI -200 @ 24" OC J2 q 1/2" LPI -200 @ 16" OC J3 q 1/2" LPI -200 @ 12" Or- C3 11 7/8" LPI -200 @ 24" OC J5 11 7/8" LPI -200 @ 16" OC J6 11 7/15" LPI -36 @ 24" OC J7 11 7/8" LPI -36 @ 16" OC O11 7/8" LPI -56 @ 16" OC Jg DBL. 11 7/8" LPI -56 @ 1q.2" OC JIO 2x10 HF #2 @ 16" OC Jil 14" LPI -56 @ 12" OC MATCH LINE - - - -- SEE SHEET S2.1C . ............... SEE SHEET S2.1B , MATCH LINE 8151 SEE SHEET S2.15 SEE SHEET 52.IA COLUMN SCHEDULE ALL COLUMNS SHALL HAVE BEAM SEATS REFER TO 16/SD.2 SYMBOL SIZE MATERIAL BASE PLATE C1 (2) 2x4 W. F. # 2 SOLE PLATE A C2 (3) 2x4 H.F. # 2 C3 (2) 2x6 N.F. # 2 1/2" DIAM.x 5 C4 (3) 2x6 H.F. # 2 SYMBOL' SHEATHING E C5 4x4 D.F. # 1 16d NAILS T C6 4x6 D.F. # I CONNECTION O C7 6x6 D.F. # 1 15/32" CD -X S CS 6x8 D.F. # 1 N/A 2 C9 5 I /Sx6 G.L.BM. 16d NAILS 2 CIO 3x3x3116 A500 STEEL 9"xq "x5/8" C11 4x4x114 A500 STEEL 10 "xl0 "x5/8" C12 8xbx5 /16 A500 STEEL 13 "xI3 "x5/8" 511) -- - - - - -a v I I I �!-- ^ - - -7/ X511- - - - - -- SHEAR WALL SCHEDULE DOUBLE S SHEAR VALUE TOP PLATE CONNECTION S SILL PLATE A.B. (H) ( SOLE PLATE A (P /LF) RIM TO DBL. 1 1/2" DIAM.x 5 5/8" DIAM.x S ALL 1 1ST SYMBOL' SHEATHING E EDGE NAILING I INTER. NAILING R REMARKS 1 16d NAILS T TOP PLATE SIMPSON A35 1 10" LONG 1 10" LONG C CONNECTION O OTHERS F FLOOR A 1 15/32" CD -X S Sd NAILS 8 8d NAILS N N/A 2 20" OC 3 3' -0" OC 4 4' -O" OG 1 16d NAILS 2 260 2 230 PLYWOOD @ @ 6 OC @ @ 12 OC o oil OC <9> 1 15/32" CD -X 8 8d NAILS 8 8d NAILS N N/A 1 14" OC 2 2' -O" OC 3 3' -0" OG 1 16d NAILS 3 350 3 350 PLYWOOD @ @ 4 OC @ @ 12 OC 4 4 1/2 OC C 1 15/32' CD -X 8 8d NAILS 8 8d NAILS U USE 3x SILL PLATES N N/A 1 11" OC N N/A 1 1' -4" OC 1 16d NAILS 4 4qO 4 450 PLYWOOD @ @ 3 OG @ @ 12 OC M MINIMUM 1 1 3 3 1/2 OC D 1 15/32' CD -X 1 10d NAILS 1 10d NAILS U USE 3x SILL PLATES N N/A 8 8" OC N N/A O O' -q" OG 2 2 ROWS 16 6 600 5 5q8 PLYWOOD @ @ 3 OC @ @ 12 OC M MINIMUM N NAILS @ 6 " OC <9> 5 5/8" GYP. ED. 6 6d COOLER 6 6d COOLER U UNBLOCKED 1 10" OC 2 24" OC 4 4' -0" OC 4 4' -0" OC i ib611 o 57/115 or N t> 5 5/8" GYP. 5D. 6 6 d G " bd COOLER U UNBLOCKED o oil 2 24" OC 4 4' -0" OG 4 41 -0" OC 1 16 ' 72/145 " OC b 'll ex N G 2 2 PLY B BASE PLY bd @ q�° OG B BLOCKED 5 5 I /2" or- FOR S14EARWALLS A THRU D USE 10d NAILS IF APPLYING OVER GYP. BRD. HOLDOWN SCHEDULE HOLDOWN ANCHOR EMBED. ANCHOR WOOD MEMBER ANCHORAGE REMARKS ALLOWABLE LOAD MARK BOLT LENGTH SIZE TO WOOD (LBS) PI-ID2 -SDS3 THREAD ROD ED lo" 5/8 "0 (2) 2x STUDS (10) SDSI /4x3 SCREWS SIMPSON ET 31610 ePHD5 -SD53 THREADED 104 5/8 "0 (2) 2x STUDS (14) SDSI /4x3 SCREWS SIMPSON SET 41685 ROD EPDXY THREADED , „ SIMPSON SET © HDQB -SDS3 ROD 15 7/8 (2) 2x STUDS (20) SD51 /4x3 SCREWS EPDXY 8,325 HDC10 /22 THREADED 15' 7/8 "0 (2) 2x STUDS (24) SDSI /4x2 1/2 SCREWS SIMPSON SET q,665 ROD EPDXY C916 (2) 2x STUDS (28) 8d CLEAR SPAN + 30" 11705 © MSTI60 (2) 2x STUDS (40) 10d x 1 1/2" 31625 © MST172 (2) 2x STUDS (52) 10d x 1 1/2" 4,715 ® MSTC66 4x POST (64) 16d SINKER DO NOT USE BUILT -UP 51505 STUDS USE 4x POST HD14A THREADED 15" 1114P 6x POST (4) 1"0 BOLTS SIMPSON SET 13,380 ROD EPDXY ® CMST12 4x POST (100) 10d x 1 1/2" CLEAR SPAN + 108" 71110 USE 4x POST ///'7 DENOTES LOCATION OF I-IOLDOWN AT 50TTOM OF WALL PARTIAL SECOND FLOOR FRAMING PLAN 1/8" =1' -0" a� MATCH LINE SEE SHEET S2.IC . ............... SEE SHEET 52.18 MATCH LINE SEE SHEET S2.15 . ............... SEE SHEET S2.1A -- ------------ - - -- /I I I I �I I >----- - - --{I I B18 I I I / \ BI6 \ I I I \ I INDEX SYMBOL BEAM SIZE MATERIAL BI 4x8 OF #1 B2 4x10 OF #1 B3 6x8 OF #1 O6x10 OF #1 O1 3/4x9 1/2 LVL 2250 -1.5E O13/4xI1 7/8 LVL 2250 -1.5E B7 3 1 /2xq 1/2 LVL 2250 -1.5E O3 I /2x11 7/8 LVL 2250 -1.5E O3 1 /2xq 1/2 LVL 2650 -1.9E 810 3 1 /2x11 7/8 LVL 2650 -1.qE 511 5 1/4x11 7/8 LVL 265O -I.qE 512 5 114x16 LVL 2650 -I.qE 513 5 1/4x18 LVL 2650 -2.015 Bi4 5 I /8x7 1/2 G.L.BM. 24F 815 5 1 18x10 1/2 G.L.BM. 24F 816 5 1/8x15 G.L.BM. 24F 817 5 I/8x24 G.L.5M. 24F 518 6 3/4x21 G.L.BM. 24F 519 3 1/2x14 LVL 2650 -I.qE 820 WI4x38 Agq2 -STEEL 821 W14x22 Agq2 -STEEL 822 WI6x40 Agq2 -STEEL B23 70 7/8 LVL 2g50 -2.OE H24 W12x45 Ag92 -STEEL FIRST FLOOR WALL STUDS (LOAD BEARING) EXTERIOR WALLS 2x6 @ 16" OC CORRIDOR WALLS 2x6 @ 16" OC INTERIOR WALLS IN UNITS (2) 2x4 @ 16" OC INTERIOR WALLS BETWEEN UNITS 2x6 @ 16" OC BEARING WALLS o S14EARWALL a NON- STRUCTURAL WALLS 100 PSF LIVE LOAD 125 PSF LIVE LOAD O BEAM IDENTIFICATION ® 14OLDOWN IDENTIFICATION O S14EAPWALL IDENTIFICATION NORTH ® JOIST IDENTIFICATION JF— j{ JOIST SPAN I W w `:d1I!TjIS11IjIj1T4LL !1 KEY PLAN 1-�- IITA. wt H W H O w M N p y M V l� t' M kn M00 N Uyv N c-n CZ Z Q rn 41 MMN f' L W Fz a, o, r N M V/ V "Opt 'n Z V ,� Z! w V N W �a U z x w w z c� z w REVISIONS: S ov wn A �I82SIfl�.C'l.�ic�i SSI(.tVAL G"" EXPIRES: 01 -27 -05 PROJECT TITLE: rA O H C7 x b 3 H z w CC a 1 L7 zU H U O QzQ SHEET TITLE: PARTIAL FOUNDATION PLAN DRAWN BY SHEET: SMC PROJECT #. (7741-s S2. 1 B DATE, AUG 27,2004 6 OF 18 I J PARTIAL SECOND FLOOR FRAMING PLAN 1/8" =1' -0" a� MATCH LINE SEE SHEET S2.IC . ............... SEE SHEET 52.18 MATCH LINE SEE SHEET S2.15 . ............... SEE SHEET S2.1A -- ------------ - - -- /I I I I �I I >----- - - --{I I B18 I I I / \ BI6 \ I I I \ I INDEX SYMBOL BEAM SIZE MATERIAL BI 4x8 OF #1 B2 4x10 OF #1 B3 6x8 OF #1 O6x10 OF #1 O1 3/4x9 1/2 LVL 2250 -1.5E O13/4xI1 7/8 LVL 2250 -1.5E B7 3 1 /2xq 1/2 LVL 2250 -1.5E O3 I /2x11 7/8 LVL 2250 -1.5E O3 1 /2xq 1/2 LVL 2650 -1.9E 810 3 1 /2x11 7/8 LVL 2650 -1.qE 511 5 1/4x11 7/8 LVL 265O -I.qE 512 5 114x16 LVL 2650 -I.qE 513 5 1/4x18 LVL 2650 -2.015 Bi4 5 I /8x7 1/2 G.L.BM. 24F 815 5 1 18x10 1/2 G.L.BM. 24F 816 5 1/8x15 G.L.BM. 24F 817 5 I/8x24 G.L.5M. 24F 518 6 3/4x21 G.L.BM. 24F 519 3 1/2x14 LVL 2650 -I.qE 820 WI4x38 Agq2 -STEEL 821 W14x22 Agq2 -STEEL 822 WI6x40 Agq2 -STEEL B23 70 7/8 LVL 2g50 -2.OE H24 W12x45 Ag92 -STEEL FIRST FLOOR WALL STUDS (LOAD BEARING) EXTERIOR WALLS 2x6 @ 16" OC CORRIDOR WALLS 2x6 @ 16" OC INTERIOR WALLS IN UNITS (2) 2x4 @ 16" OC INTERIOR WALLS BETWEEN UNITS 2x6 @ 16" OC BEARING WALLS o S14EARWALL a NON- STRUCTURAL WALLS 100 PSF LIVE LOAD 125 PSF LIVE LOAD O BEAM IDENTIFICATION ® 14OLDOWN IDENTIFICATION O S14EAPWALL IDENTIFICATION NORTH ® JOIST IDENTIFICATION JF— j{ JOIST SPAN I W w `:d1I!TjIS11IjIj1T4LL !1 KEY PLAN 1-�- IITA. wt H W H O w M N p y M V l� t' M kn M00 N Uyv N c-n CZ Z Q rn 41 MMN f' L W Fz a, o, r N M V/ V "Opt 'n Z V ,� Z! w V N W �a U z x w w z c� z w REVISIONS: S ov wn A �I82SIfl�.C'l.�ic�i SSI(.tVAL G"" EXPIRES: 01 -27 -05 PROJECT TITLE: rA O H C7 x b 3 H z w CC a 1 L7 zU H U O QzQ SHEET TITLE: PARTIAL FOUNDATION PLAN DRAWN BY SHEET: SMC PROJECT #. (7741-s S2. 1 B DATE, AUG 27,2004 6 OF 18 I J FIRST FLOOR WALL STUDS (LOAD BEARING) EXTERIOR WALLS 2x6 @ 16" OC CORRIDOR WALLS 2x6 @ 16" OC INTERIOR WALLS IN UNITS (2) 2x4 @ 16" OC INTERIOR WALLS BETWEEN UNITS 2x6 @ 16" OC BEARING WALLS o S14EARWALL a NON- STRUCTURAL WALLS 100 PSF LIVE LOAD 125 PSF LIVE LOAD O BEAM IDENTIFICATION ® 14OLDOWN IDENTIFICATION O S14EAPWALL IDENTIFICATION NORTH ® JOIST IDENTIFICATION JF— j{ JOIST SPAN I W w `:d1I!TjIS11IjIj1T4LL !1 KEY PLAN 1-�- IITA. wt H W H O w M N p y M V l� t' M kn M00 N Uyv N c-n CZ Z Q rn 41 MMN f' L W Fz a, o, r N M V/ V "Opt 'n Z V ,� Z! w V N W �a U z x w w z c� z w REVISIONS: S ov wn A �I82SIfl�.C'l.�ic�i SSI(.tVAL G"" EXPIRES: 01 -27 -05 PROJECT TITLE: rA O H C7 x b 3 H z w CC a 1 L7 zU H U O QzQ SHEET TITLE: PARTIAL FOUNDATION PLAN DRAWN BY SHEET: SMC PROJECT #. (7741-s S2. 1 B DATE, AUG 27,2004 6 OF 18 I J BEARING WALLS o S14EARWALL a NON- STRUCTURAL WALLS 100 PSF LIVE LOAD 125 PSF LIVE LOAD O BEAM IDENTIFICATION ® 14OLDOWN IDENTIFICATION O S14EAPWALL IDENTIFICATION NORTH ® JOIST IDENTIFICATION JF— j{ JOIST SPAN I W w `:d1I!TjIS11IjIj1T4LL !1 KEY PLAN 1-�- IITA. wt H W H O w M N p y M V l� t' M kn M00 N Uyv N c-n CZ Z Q rn 41 MMN f' L W Fz a, o, r N M V/ V "Opt 'n Z V ,� Z! w V N W �a U z x w w z c� z w REVISIONS: S ov wn A �I82SIfl�.C'l.�ic�i SSI(.tVAL G"" EXPIRES: 01 -27 -05 PROJECT TITLE: rA O H C7 x b 3 H z w CC a 1 L7 zU H U O QzQ SHEET TITLE: PARTIAL FOUNDATION PLAN DRAWN BY SHEET: SMC PROJECT #. (7741-s S2. 1 B DATE, AUG 27,2004 6 OF 18 I J I J SHEAR WALL SCHEDULE JOIST SCHEDULE DOUBLE TOP PLATE CONNECTION SILL PLATE A.B. (H) SOLE PLATE CONNECTION SHEAR VALUE (P /LF) SYMBOL' SHEATHING EDGE NAILING INTER. NAILING REMARKS 16d NAILS RIM TO DBL. 51MPSON Am I/2" DIAM.x 10" LONG 5/8" DIAM.x 10" LONG ALL OTHERS IST FLOOR A 15/32" CD -X PLYWOOD 8d NAILS @ 6" 8d NAILS @ 12" OC LPI -200 N/A 20" OC 3' -0" OC 4 ' -0" OC 16d NAI S 260 230 B 15/32 CD -X PLYWOOD ad NAILS @ 4" OC 8d NAILS @ 12" OC LPI -56 N/A „ 14 OC 21-011 OC „ 3 -O OC 16d NAILS 4 1/2" OC 350 350 C 15/32' CD -X PLYWOOD 8d NAILS @ 3" OC ad NAILS @ 12" OC USE 3x SILL PLATES MINIMUM N/A „ 11 OC N/A 1 , -4 „ OC 16d NAILS 3 1/2” OC 490 450 D 15/32" CD -X PLYWOOD IOd NAILS @ 3" OC IOd NAILS @ 12" OC USE 3x SILL PLATES MINIMUM N/A „ 8 OC N/A , „ 0 -g OC 2 ROWS 16 NAILS @ 6" OC 600 5% E 5/8" GYP. SD. 6d COOLER 6d 7" COOLER UNBLOCKED 10" OC 24" OC 4' -O" Or, 4' -0" OC 16d NAILS 57/115 <8> 5/8" GYP. BD. 6d COOLER 6d COOLER R UNBLOCKED " 6 OC " 24 OC ' 4-0" OC ' " 4-0 OC Ibd "NAILS 6 OC 72/145 G 1 2 PLY 5 8 GYP. BD BASE PLY 6d @ q�° OG BLOCKED 5 1/2" OC 20" OC 3' -O" OG 4' -0" OC 16d "NAILS or 115/230 I I I I I I C C C C C F F F ris PARTIAL SECOND FLOOR FRAMING PLAN NORTH 3/4" T*G a. APA RATED ED AND NAILED OC EDGES .RPENDICULAR AGGER EDGES AND SHORTER NDOW HEADERS 15x11 7/8 LVL 15OFb -1.5E I.O.N.) SYMBOL JOIST SCHEDULE J1 q 1/2" LPI -200 @ 24" OC J2 q 1/2" LPI -200 @ 16" OC J3 q 1/2" LPI -200 @ 12" Or- DF #1 11 7/8" LPI -200 @ 24" OC J5 11 7/8" LPI -200 @ 16" Or- 3 1 /2xq 1/2 11 7/8" LPI -36 @ 24" OC J7 11 7/8" LPI -36 @ 16" OC J8 11 7/8" LPI -56 @ 16" OC Jq DBL. 11 7/8" LPI -56 @ 1q.2" OC J10 2x10 HF #2 @ 16" OC Jfl 14" LPI -56 @ 12" OC INDEX BEARING WALLS SYMBOL BEAM SIZE MATERIAL 81 4x8 DF #1 B2 4x10 DF #1 B3 6x8 DF #1 O6x10 DF #1 O1 3 /4xq 1/2 LVL 2250 -1.5E O1 3/4x11 7/8 LVL 2250 -1.5E 87 3 1 /2xq 1/2 LVL 2250 -1.5E O3 I /2x11 7/8 LVL 2250 -1.5E B9 3 1 /2xq 1/2 LVL 2650 -I.qE 810 3 I /2x11 7/8 LVL 2650 -I.41E 811 5 I /4x11 7/8 LVL 2650 -I.qE B12 5 1/4x16 LVL 2650 -I.qE B13 5 1/4x18 LVL 2650 -2.OE 814 5 1/8x7 1/2 G.L.BM. 24F 815 5 1/8x10 1/2 G.L.BM. 24F 816 5 1 /8x15 G.L.BM. 24F B17 5 I/8x24 G.L.BM. 24F B18 6 3/4x21 G.L.BM. 24F Blq 3 I/2x14 LVL 2650 -I.qE B20 W14x38 Agq2 -STEEL B21 W14x22 Agq2 -STEEL 822 W16x40 A9q2 -STEEL 823 i 7xII 7/8 LVL 2g50 -2.OE B24 W12x45 Agq2 -STEEL COLUMN SCHEDULE ALL COLUMNS SHALL HAVE BEAM SEATS REFER TO 16 /SD.2 SYMBOL SIZE MATERIAL BASE PLATE C1 (2) 2x4 H.F. # 2 U C2 (3) 2x4 H.F. # 2 C3 (2) 2x6 H.F. # 2 C4 (3) 2x6 H.F. # 2 a C5 4x4 D.F. # 1 C6 4x6 D.F. # 1 C7 6x6 D.F. # 1 C8 6x8 D.F. # I Cq 5 I /8x6 G.L.BM. CIO 3x3x3/16 A500 STEEL q"xq "x5/8" CII 4x4xl/4 A500 STEEL 10 "x10 "x5/8" G12 Sx8x5/16 A500 STEEL 13 "x13 "x5 /8" o SHEARWALL o NON - STRUCTURAL WALLS 100 PSF LIVE LOAD E9125 PSF LIVE LOAD O BEAM IDENTIFICATION ® HOLDOWN IDENTIFICATION O SHEARWALL IDENTIFICATION Q JOIST IDENTIFICATION JOIST SPAN 1�1 111E • I ~ : KEY PLAN 14TH. 4 f w (D I� t-L LLA IL m E� W H O w M 'V Q MOO 000 U v=12 C,4 Ln cn w i 11 lip r III. a °°'n LJM�N z M M NO)M"O rP J W og% FIRST FLOOR WALL STUDS (LOAD BEARING) Z In v EXTERIOR WALLS CORRIDOR WALLS INTERIOR WALLS INTERIOR WALLS 2x6 @ 16" 2x6 @ 16" IN UNITS BETWEEN OC OC (2) 2x4 @ 16" OC UNITS 2x6 @ ib" OC U o SHEARWALL o NON - STRUCTURAL WALLS 100 PSF LIVE LOAD E9125 PSF LIVE LOAD O BEAM IDENTIFICATION ® HOLDOWN IDENTIFICATION O SHEARWALL IDENTIFICATION Q JOIST IDENTIFICATION JOIST SPAN 1�1 111E • I ~ : KEY PLAN 14TH. 4 f w (D I� t-L LLA IL m E� W H O w M 'V Q MOO 000 U v=12 C,4 Ln cn w i 11 lip r III. a °°'n LJM�N z M M NO)M"O rP J W og% /� c3 N V MO ^; Z In v m Z V N W U z a W W ' z i7 z W REVISIONS: S. Of SO 1 V 1 ADOi82 �,4 1 T" gSICNAL, EXPIRES: 01 -27 -05 PROJECT TITLE: z 0 H 0 GO GO H z � H Q C7 zU a � Q U H p SHEET TITLE: PARTIAL FOUNDATION PLAN DRAWNar SHEET: SMC S2.1 C PROJECT 4. 0407 °1 -S 7 OF 18 DATE AUG 27.2004 I " 6° AN: WINOC 1.75x11 225OF (U.O.t, 3/4" GYPCR PLYWOOD FLOOR SHT'G. APA RATED 48/24 EXT. GLUE, GLUED AND NAILED W/ 10d COMMONS @ 6" OC EDGES d 12" OC FIELD. LAY PERPENDICULAR TO SUPPORTS AND STAGGER EDGES (TYPICAL) SYMBOL JOIST SCHEDULE JI q 1/2" LPI -200 @ 24" OC J2 q 1/2" LPI -200 @ 16" OC J3 q 1/2" LPI -200 @ 12" OC O11 7/8" LPI -200 @ 24" Or- C4 11 7/8" LPI -200 @ 16" OC J6 11 7/8" LPI -36 @ 24" OC J7 11 7/8" LPI -36 @ 16" OC J8 11 7/8" LPI -56 @ 16" OC Jq DBL. 11 7/8" LPI -56 @ lq.2" OC J10 2xIO 14F #2 @ 16" OC JII 14" LPI -56 @ 12" OC COLUMN SCHEDULE ALL COLUMNS SHALL HAVE BEAM SEATS REFER TO 16/5D.2 SYMBOL SIZE MATERIAL BASE PLATE CI (2) 2x4 H.F. # 2 SOLE PLATE C2 (3) 2x4 H.F. # 2 LENGTH C3 (2) 2x6 N.F. # 2 1/2" DIAM.x C4 (3) 2x6 N.F. # 2 SYMBOL' SHEATHING C5 4x4 D.F. # 1 16d NAILS C6 4x6 D.F. # I CONNECTION C7 6x6 D.F. # 1 15/32' CD -X CS 6x8 D.F. # i N/A Cq 5 I18x6 G.L.BM. 16d NAILS CIO 3x3x3/16 A500 STEEL q "xq "x5/8" C11 4x4xl/4 A500 STEEL 10 "x10 "x5/8" 02 18XBX5/16 817 A500 STEEL 13 "x13 "x5/8" SHEAR WALL SCHEDULE BEAM SIZE DOUBLE ANCHOR EMBED. SHEAR VALUE WOOD MEMBER TOP PLATE CONNECTION SILL PLATE A.B. (H) SOLE PLATE (P /LF) DF #1 BOLT LENGTH SIZE O1 RIM TO DBL. TOP PLATE 1/2" DIAM.x 5/8" DIAM.x ALL 1ST SYMBOL' SHEATHING EDGE NAILING INTER. NAILING REMARKS 16d NAILS SIMPSON A35 10" LONG 10" LONG CONNECTION OTHERS FLOOR <3> 15/32' CD -X Sd NAILS 8d NAILS 512 N/A 20" OC 3' -0" OC 4' -0" OC 16d NAILS 260 230 SIMPSON SET PLYWOOD @ 6 OC @ 12 OC ROD 5 1/8x15 G.L.BM. 24F 817 5 1/8x24 6 " OC 818 © B 15/32' CD -X 8d NAILS 8d NAILS (2) 2x STUDS N/A „ 14 OC , u 2 -0 or, , „ 3 -0 OC l6d NAILS 350 350 Agq2 -STEEL PLYWOOD @ 4" OC @ 12" OC 824 ® HDCIO /22 THREADED 15" 4 1/2" OC (2) 2x STUDS (24) SDSI /4x2 1/2 SCREWS C 15/32' CD -X 6d NAILS 8d NAILS USE 3x SILL PLATES N/A I1 „ OG N/A I -4 u OC 16d NAILS 4g0 450 CS16 PLYWOOD @ 3" OC @ 12" OC MINIMUM (28) 8d CLEAR SPAN + 30" 11705 © 3 1/2„ OC D 15/32” CD -X 10d NAILS IOd NAILS USE 3x SILL PLATES N/A 8" OC N/A 0' -q" OC 2 ROWS 16 600 5q8 PLYWOOD @ 3 OC @ 12 OC MINIMUM 4x POST (64) 16d SINKER NAILS @ 6" OC 5,505 E 5/8" GYP. BD. bd COOLER 6d UNBLOCKED 10" OC 24" OC 4' -0" OC 41 -011 OC 16d1NAILS 57/115 15' 1"0 " OC 7GO or- SIMPSON SET 13,380 ROD F 5/8" GYP. BD. 6d COOLER 6d COOLER UNBLOCKED 6" OC 24" OC 4' -0" OC 4' -O" OC 16d�NAILS 72/145 CLEAR SPAN + 108' 7,110 USE 4x POST G 2 PLY BASE PLY 6d @ q1" OC I BLOCKED 5 1/2" OC 20" OC 3' -0" OC 4' -0" OC 1 16d NAILS 115/230 :d 5/8 GYP. BD. AG OC 61, OC 1. FOR S4EARWALLS A THRU D USE 10d NAILS IF APPLYING OVER GYP. BIRD. HOLDOWN SCHEDULE BEAM SIZE HOLDOWN ANCHOR EMBED. ANCHOR WOOD MEMBER ANCHORAGE REMARKS ALLOWABLE LOAD MARK DF #1 BOLT LENGTH SIZE O1 TO WOOD LVL 2250 -1.5E (LBS) 3/4x11 7/6 PHD2 -SDS3 THREADED 10Y " 5/8„ (2) 2x STUDS (10) SDSI /4x3 SCREWS SIMPSON SET 3,610 1 /2xq 1/2 LVL 2650 -I.qE ROD 3 I /2x11 7/8 LVL 2650 -I.qE 811 5 1/4x11 7/8 LVL 2650 -I.qE 512 e PHD5 -SDS3 THREADED 10 5/8 11 0 (2) 2x STUDS (14) SDSI /4x3 SCREWS SIMPSON SET 41685 5 1/8x10 1/2 G.L.BM. 24F ROD 5 1/8x15 G.L.BM. 24F 817 5 1/8x24 EPDXY 818 © HDQ8 -SDS3 THREAD ED 15" 7/800 (2) 2x STUDS (20) SDSI /4x3 SCREWS SIM SON ET 81325 W14x22 Agq2 -STEEL ROD W16x40 Agq2 -STEEL B23 7x11 7/8 LVL 2g50 -2.OE 824 ® HDCIO /22 THREADED 15" 7/8 "0 (2) 2x STUDS (24) SDSI /4x2 1/2 SCREWS SIMPSON SET q,665 C/1 Q� SHEET TITLE: ROD FOUNDATION PLAN DuAWNBY SHEET: S2.2A EPDXY PROJECT # 04074 s CS16 8 OF 18 DATE AUG. 27,2004 (2) 2x STUDS (28) 8d CLEAR SPAN + 30" 11705 © MSTI60 (2) 2x STUDS (40) 10d x 1 1/2" 31625 MST172 (2) 2x STUDS (52) IOd x 1 1/2" 4,715 ® MSTC66 4x POST (64) 16d SINKER DO NOT USE BUILT -UP 5,505 STUDS USE 4x POST HD14A THREADED 15' 1"0 6x POST (4) 1"0 BOLTS SIMPSON SET 13,380 ROD EPDXY ® CMST12 4x POST (100) 10d x 1 1/2" CLEAR SPAN + 108' 7,110 USE 4x POST I DENOTES LOCATION OF HOLDOWN AT BOTTOM OF WALL SYMBOL BEAM SIZE MATERIAL B1 4x8 DF #1 82 4x10 DF #1 B3 6x8 DF #1 O6x10 DF #1 O1 3 /4xq 1/2 LVL 2250 -1.5E O1 3/4x11 7/6 LVL 2250 -1.5E 87 3 1 /2xq 1/2 LVL 2250 -1.5E O3 1/2x11 7/8 LVL 2250 -1.5E O3 1 /2xq 1/2 LVL 2650 -I.qE 810 3 I /2x11 7/8 LVL 2650 -I.qE 811 5 1/4x11 7/8 LVL 2650 -I.qE 512 5 1/4x16 LVL 2650 -1.9E 813 5 I/4x18 LVL 2650 -2.OE 514 5 1/8x7 1/2 G.L.5M. 24F 815 5 1/8x10 1/2 G.L.BM. 24F 816 5 1/8x15 G.L.BM. 24F 817 5 1/8x24 G.L.BM. 24F 818 6 3/4x21 G.L.5M. 24F H1q 3 I/2x14 LVL 2650 -I.qE 820 W14x38 Agq2 -STEEL 521 W14x22 Agq2 -STEEL 822 W16x40 Agq2 -STEEL B23 7x11 7/8 LVL 2g50 -2.OE 824 W12x45 Agq2 -STEEL PARTIAL THIRD FLOOR FRAMING PLAN NORTH `-8° WINDOW HEADERS 3 1/2x11 7/8 LVL 225OFb -1.5E W/ DBL. JAMB (U.O.N.) E'12" OC FIELD rLAY PERPENDICULAR TO SUPPORTS AND STAGGER EDGES (TYPICAL) INDEX ® BEARING WALLS SHORTER 4 HEADERS 7/8 LVL -1.5E a SHEARWALL o NON - STRUCTURAL WALLS 100 PSF LIVE LOAD 125 PSF LIVE LOAD Q BEAM IDENTIFICATION ® HOLDOWN IDENTIFICATION O SHEARWALL IDENTIFICATION JOIST IDENTIFICATION QF--iD JOIST SPAN A H W H 0 w m N p M rn� , 'V Q M 00 U N N y 'o � ccq cn CIO z a N aoo,� to,�2 W `Z r' W Z�q J H W 0MM SECOND FLOOR (LOAD BEARING) WALL STUDS EXTERIOR CORRIDOR INTERIOR WALLS 2x6 WALLS 2x6 UNITS 2x4 @ @ 16" OC @ 16" OC 16" OC U.O.N. z a SHEARWALL o NON - STRUCTURAL WALLS 100 PSF LIVE LOAD 125 PSF LIVE LOAD Q BEAM IDENTIFICATION ® HOLDOWN IDENTIFICATION O SHEARWALL IDENTIFICATION JOIST IDENTIFICATION QF--iD JOIST SPAN A H W H 0 w m N p M rn� , 'V Q M 00 U N N y 'o � ccq cn CIO z a N aoo,� to,�2 W `Z r' W Z�q J H W 0MM D �� N O ? '000 z s` Z tq W Z p.... U z x ■ w ■ w ' z c� z w REVISIONS: S. �S of WAshr I a 38212 ASSI(NAL F�'� EXPIRES: 01 -27 -05 PROJECT TITLE: z 0 E—+ C7 � 3 Fi z w ' o U a a U o C/1 Q� SHEET TITLE: PARTIAL FOUNDATION PLAN DuAWNBY SHEET: S2.2A SMC PROJECT # 04074 s 8 OF 18 DATE AUG. 27,2004 r -� I SYMBOL JOIST SCHEDULE JI q 1/2" LPI -200 @ 2411 OC J2 q 1/2" LPI -200 @ 16" OC J3 q 1/2" LPI -200 @ 12" OC J4 11 7/8" LPI -200 @ 24" OC J5 11 7/811 LPI -200 @ 16" OC J6 It 7/8" LPI -36 @ 24" OC J7 11 7/811 LPI -36 @ 1611 OC J8 11 7/8" LPI -56 @ 16" OC Jq DBL. 11 7/811 LPI -56 @ 1q.2" OG J10 2x10 HF #2 @ 16" Or- G.L.BM. 14" LPI -56 @ 12" OC 815 MATCH LINE SEE SHEET 52.2C SEE SHEET 52.28 r LJ COLUMN SCHEDULE ALL COLUMNS SHALL HAVE BEAM SEATS REFER TO 16/5D.2 SYMBOL S1ZE MATERIAL BASE PLATE C1 (2) 2x4 H.F. # 2 SOLE PLATE C2 (3) 2x4 H.F. # 2 LENGTH C3 (2) 2x6 H.F. # 2 1/211 DIAM.x C4 (3) 2x6 H.F. # 2 SYMBOL' SHEATHING C5 4x4 D.F. # 1 16d NAILS C6 4x6 D.F. # 1 CONNECTION C7 6x6 D.F. # 1 15/321 CD -X C8 6x8 D.F. # 1 N/A Cq 5 1/8x6 G.L.BM. 16d CIO 3x3x3/16 A500 STEEL q'Ixq''x5 /811 CI1 4x4x114 A500 STEEL 10 "xIO "x5/8" C12 8x8x5 /1(0 A500 STEEL 1311x1311x5/8'1 QFA _ F-== LJ At ,2 I SD. / I / r-1 LJ G.T. V_ L 11 I I 1D SDA uIr-- -- ----- -- n F-1 LJ 1 T.O.BM. @--� q' -4 5/8" MATCH LINE SEE SHEET S2.28 u...00.....au SEE SHEET 52.2A i' IL_______ln II II II 11 II 11 JJI1 MMON TRUSSES 24 OC n Ir - -� i = =J� Ir I� I II II it II II II II II ------ JL------------ II II II II It It II r — II II 2x6 STUD WALL @ 1611 OC N I� I 'v N V' HIP END JI PACKAGE I N� lul II \ 131 -[4-)> 71 / 14 SD. SIM. V II I I / G.T. li `_ = / V_ Ij I; ,o II SD.4 I� - - -- \ \ / N � 57 Z 0_ N SHEAR WALL SCHEDULE BEAM SIZE DOUBLE ANCHOR EMBED. SHEAR VALUE WOOD MEMBER TOP PLATE CONNECTION SILL PLATE A.B. (H) SOLE PLATE (P /LF) DF #1 BOLT LENGTH SIZE O1 RIM TO DBL. TOP PLATE 1/211 DIAM.x 5/8" DIAM.x ALL IST SYMBOL' SHEATHING EDGE NAILING INTER. NAILING REMARKS 16d NAILS SIMPSON A35 10" LONG 10" LONG CONNECTION OTHERS FLOOR A 15/321 CD -X 8d NAILS 8d NAILS 812 N/A 20" OC 3' -0" OC 41 -011 OC 16d 260 230 SIMPSON SET PLYWOOD @ 6" OC @ 12" OC ROD 5 1/1 G.L.BM. 24F Biz 5 1/1 "NAILS 6 or - B18 © I-IDQ8 -SDS3 15/32" 15/32" CD -X 8d NAILS 8d MAILS (2) 2x STUDS N/A 14" OC 2' -0" OC 31 -011 OC 16d NAILS 350 350 Agq2 -STEEL PLYWOOD @ 4 OC @ 12 OC 824 ® HDCI0/22 THREAD ED 15" 4 1/2 OC (2) 2x STUDS (24) SDSI /4x2 1/2 SCREWS C 15/321 CD -X 8d NAILS Sd MAILS USE 3x SILL PLATES N/A 1111 OC N/A II -4" OC 16d NAILS 4q0 450 CS16 PLYWOOD @ Bill OC @ 12 OC MINIMUM (28) 8d CLEAR SPAN + 30" 11705 ® 3 1/2 OC D 15/32 CD -X IOd NAILS 10d NAILS USE 3x SILL PLATES N/A 811 OG N/A OI_gII OC 2 ROWS 600 5% PLYWOOD @ 3 OC @ 12 OC MINIMUM 4x POST (64) 16d SINKER 116 NAILS @ II OC 5,505 E 5/811 GYP. BD. 6d COOLER 6d@ COOOLEER UNBLOCKED 10" OC 24" OC 41 -0" OC 41 -011 OC 16d 57/115 15" 1110 6x POST (4) 1110 BOLTS SIMPSON SET 13,380 ROD "NAILS OC F 51 GYP. BD. 6d@ COOLER 6d COOLER UNBLOCKED 6" OC 2411 OC 41 -011 OC 41 -011 Or- 16d NAILS 72/145 CLEAR SPAN + 1081 71110 (oil or G 2 PLY BASE PLY bd @ g� OG BLOCKED 5 I/2" OC 20" OC 3' -011 OC 4' -0" OC 16d NAILS 115/230 5/8 P. SD. G @ 7 1 1. FOR 5HEARWALLS A THRU D USE 10d NAILS IF APPLYING OVER GYP. BRD. HOLDOWN SCHEDULE BEAM SIZE HOLDOWN ANCHOR EMBED. ANCHOR WOOD MEMBER ANCHORAGE REMARKS ALLOWABLE LOAD MARK DF #1 BOLT LENGTH SIZE O1 TO WOOD LVL 2250 -1.5E (LBS) 0 PHD2 -SDS3 THREADED lo" 5/8II (2) 2x STUDS (10) SDSI /4x3 SCREWS SIMPSON SET 3,610 1 /2xq 1/2 LVL 2650 -I.qE ROD 3 1 /1 7/8 LVL 2651 BI1 5 I /4x11 7/8 LVL 2650 -1.qE 812 e PHD5 -SDS3 TH READED 10 5/8 11 0 (2) 2x STUDS (14) SDSI /4x3 SCREWS SIMPSON SET 41685 5 I /8x10 1/2 G.L.SM. 24F ROD 5 1/1 G.L.BM. 24F Biz 5 1/1 EPDXY B18 © I-IDQ8 -SDS3 THREADED i5" 7/8110 (2) 2x STUDS (20) SDSI /4x3 SCREWS SIMPSON SET 81325 W14x22 Agq2 -STEEL ROD W16x40 Agq2 -STEEL 823 7x11 7/8 EPDXY 824 ® HDCI0/22 THREAD ED 15" 7/8 "0 (2) 2x STUDS (24) SDSI /4x2 1/2 SCREWS SIMPSON ET q,665 U ROD SHEET TITLE: PARTIAL FOUNDATION PLAN DRAWN BY SHEET: S2.2B IV CS16 040741s 9 OF 18 (2) 2x STUDS (28) 8d CLEAR SPAN + 30" 11705 ® MST160 (2) 2x STUDS (40) IOd x 1 1/2" 31625 0 MST172 (2) 2x STUDS (52) IOd x 1 1/2" 4,715 8 MSTC66 4x POST (64) 16d SINKER DO NOT USE BUILT -UP 5,505 STUDS USE 4x POST HD14A THREADED 15" 1110 6x POST (4) 1110 BOLTS SIMPSON SET 13,380 ROD EPDXY ® CMST12 4x P05T (100) 10d x 1 1/2" CLEAR SPAN + 1081 71110 USE 4x POST 1 DENOTES LOCATION OF HOLDOWN AT BOTTOM OF WALL �, - - - -� -rte / I / \ s J1 Dp \ _ ILCT G.T. \� I II, `N___L11y ■ C MATCH LINE SEE SHEET 52.2C SEE SHEET 52.28 II TRUSSES DO NOT BEAR ON EXTERIOR WALL I z a N N SD20 I I .3 � I �I - - - - -1 r II r LJ li -J �- - - - -- — ,I I �1 V - I I HIP END r� I Bt // BI3 // I I PACgcDre 818 7 u / I 1 ii \ \ SD.3 COMMON B1 — I @ U SE - I - - - -9- I F X813 Bq I, ~II X818 I �I OI \ U' SIM. SD.4 I l7 ' II 51 T1 UP SE - @ 4 _ Ir \ I I II LJ 19 I I 3 - -- - -- — I ii SD.1 SIM. SD.4 W u W0 5 S 3 Zj t SD.5 I ii O II LJ Q 0_ N N 1/ DN N nom_ — r O w tQ it p / , a I Z LG. a / N I SD.3 ` G \ I ■ TRUSSES DO NOT BEAR ON EXTERIOR WALL MATC14 LINE _LillI MECI-I CRASE y I SEE SHEET 52.28 SEE SHEET S2.2A PARTIAL ROOF FRAMING PLAN 1/811 =11 -011 mmm BEARING WALLS o SHEARWALL o NON - STRUCTURAL WALLS 2x6 OVERFRAMING @ 24" O.G. O BEAM IDENTIFICATION ® I-IOLDOWN IDENTIFICATION 0 SHEARWALL IDENTIFICATION TRUSS PACKAGE TRUSS MANUFACTURER TO REFER TO STRUCTURAL PLANS FOR LAYOUT AND BEARING LOCATIONS. INDEX SYMBOL BEAM SIZE MATERIAL 81 41 DF #1 B2 41 DF #1 83 6x8 DF #1 O6x10 DF #1 O1 3 /4xq 1/2 LVL 2250 -1.5E O1 3/4x11 7/8 LVL 2250 -1.5E 87 3 1 /2xq 1/2 LVL 2250 -1.5E O3 1/2x11 7/8 LVL 2250 -1.5E O3 1 /2xq 1/2 LVL 2650 -I.qE 810 3 1 /1 7/8 LVL 2651 BI1 5 I /4x11 7/8 LVL 2650 -1.qE 812 5 1/4x16 LVL 2650 -I.qE B13 5 1 /1 LVL 2650 -2.OE 814 5 1/8x7 1/2 G.L.BM. 24F 815 5 I /8x10 1/2 G.L.SM. 24F 816 5 1/1 G.L.BM. 24F Biz 5 1/1 G.L.BM. 24F B18 6 3/41 G.L.BM. 24F Sig 3 I/2x14 LVL 2650 -I.qE 820 W14x38 Agq2 -STEEL B21 W14x22 Agq2 -STEEL 822 W16x40 Agq2 -STEEL 823 7x11 7/8 LVL 2g50 -2.OE 824 W12x45 Agq2 -STEEL BEARING WALLS o SHEARWALL o NON - STRUCTURAL WALLS 100 PSF LIVE LOAD 125 PSF LIVE LOAD O BEAM IDENTIFICATION ® I-IOLDOWN IDENTIFICATION O SHEARWALL IDENTIFICATION Q JOIST IDENTIFICATION 41--ip JOIST SPAN M Lu V / `.'.dill {I }ili {I }i'i -S"�• (1 KEY PLAN 11- ILTA. .,) 4 o2., W M 0 O m v d Eons °o pN �Ini U cvCAvJa.w ldb FMMI 0 N Q on so" u' rn Z � to-, :200 SECOND FLOOR WALL (LOAD BEARING) STUDS EXTERIOR WALLS 2x6 @ 16" OC CORRIDOR WALLS 2x6 @ 16" OC INTERIOR UNITS 2x4 @ 16" OG U.O.N. �o�°I°vn N W °a V BEARING WALLS o SHEARWALL o NON - STRUCTURAL WALLS 100 PSF LIVE LOAD 125 PSF LIVE LOAD O BEAM IDENTIFICATION ® I-IOLDOWN IDENTIFICATION O SHEARWALL IDENTIFICATION Q JOIST IDENTIFICATION 41--ip JOIST SPAN M Lu V / `.'.dill {I }ili {I }i'i -S"�• (1 KEY PLAN 11- ILTA. .,) 4 o2., W M 0 O m v d Eons °o pN �Ini U cvCAvJa.w ldb FMMI 0 N Q on so" u' rn Z � to-, :200 W Z a, a, J OAA ZQ /�/� V K M A Z �o�°I°vn N W °a V I; N� W W z W REVISIONS: S. h �O r82��,c'� �S'rIQYAL Y� -t EXPIRES: 01 -27 -05 PROJECT TITLE: Q C7 x � 3 H � z con a, � Q L7 zU H C) U U SHEET TITLE: PARTIAL FOUNDATION PLAN DRAWN BY SHEET: S2.2B SMC PROJECT# 040741s 9 OF 18 DATE AUG 27, 2004 J -ai I I SHEAR WALL SCHEDULE BEAM SIZE DOUBLE TOP PLATE CONNECTION SILL PLATE A.B. (H) SOLE PLATE CONNECTION SHEAR VALUE (P /LF) SYMBOL' SHEATHING EDGE NAILING INTER. NAILING REMARKS 16d NAILS RIM TO DBL. SIMPSON A35 1 /211 DIAM.x 10" LONG 5/6" DIAM.x 10" LONG ALL OTHERS 1ST FLOOR <3> 15/32 CD -X PLYWOOD bd NAILS @ 6" OC 8d NAILS @ 12" OC LVL 2250 -1.5E N/A 20" OC 3' -0" OC 4' -0" OC 16d NAILS 611 OG 260 230 <9> 15/32' CD -X PLYWOOD 8d NAILS @ 4" OC 8d NAILS @ 12" OC LVL 2650 -I.qE N/A „ 14 OC 21-011 OG , „ 3 -0 OG 16d NAILS 4 1/2„ OC 350 350 C 15/32" CD -X PLYWOOD ed NAILS @ 3" OC 8d NAILS @ 12" OC USE 3x SILL PLATES MINIMUM N/A „ 11 OC N/A 1 , -4 „ C O 16d NAILS 3 1/2” OC 4g0 450 D 15/32' CD -X PLYWOOD IOd NAILS @ 3" OC IOd NAILS @ 12" OC USE 3x SILL PLATES MINIMUM N/A „ all N/A , " O -q OC 2 ROWS lbd NAILS @ 6" OC 600 598 E 5/8" GYP. BD. 6d COOLER 6d COOLER UNBLOCKED 10" OC 24" OC 4' -0" OC 4' -O" OC 16d "NAILS 57/115 F 5/8" GYP. BD. bd COOOLEER 6d COOLER UNBLOCKED 6" OC 24" OC 4' -0" OC 4' -0" OC 16d "NAILS On 72/145 G 5/8 2 PLY GYP. 50. BASE PLY 6d @ q" OC FACE PLY bd 0 BLOCKED 5 1/2" OC 20" OC 3' -O" OC 4' -0" OC 16d NAILS 115/230 PARTIAL THIRD FLOOR FRAMING PLAN NORTH :R 3/4" TW 4T'G. APA RATED :LUED AND NAILED 6" OC EDGES PERPENDICULAR STAGGER EDGES kND SHORTER DOW HEADERS xII 7/8 LVL 0Fb -1.5E 7.N.) SYMBOL BEAM SIZE MATERIAL BI 4x8 OF #1 B2 4x10 OF #1 O6x8 J3 OF #1 O6x10 @ 12" OC OF #1 O1 3 /4xq 1/2 LVL 2250 -1.5E O1 3/4x11 7/8 LVL 2250 -1.5E 87 3 I /2xq 1/2 LVL 2250 -1.5E O3 1/2x11 7/8 LVL 2250 -1.5E Bg 3 1 /2xq 1/2 LVL 2650 -I.qE BIO 3 1/2x11 7/8 LVL 2650 -I.qE B11 5 1/4x11 7/8 LVL 2650 -IAE 812 5 1 14x16 LVL 2650 -1.qE B13 5 1 14x18 LVL 2650 -2.OE 814 5 1/8x7 1/2 G.L.BM. 24F 815 5 I /8x10 1/2 G.L.15M. 24F 816 5 1/8x15 G.L.BM. 24F B17 5 I/8x24 G.L.BM. 24F BIS 6 3/4x21 G.L.BM. 24F B19 3 I/2x14 LVL 2650 -I.qE 820 W14x38 Agq2 -STEEL B21 W14x22 Agq2 -STEEL 822 W16x40 Agq2 -STEEL B23 7x11 7/8 LVL 2g50 -2.OE B24 W12x45 Agq2 -STEEL SYMBOL JOIST SCHEDULE Jl q 1/2" LPI -200 @ 24" OC J2 q 1/2" LPI -200 @ 16" OC J3 q 1/2" LPI -200 @ 12" OC J4 11 7/8" LPI -200 @ 24" OC J5 11 7/8" LPI -200 @ 16" OC J6 11 7/8" LPI -36 @ 24" OC J7 11 7/8" LPI -36 @ 16" OC J8 11 7/8" LPI -56 @ 16" OC Jq DBL. 11 7/8" LPI -56 @ Iq.2" OC J10 2x10 HF #2 @ 16" OC JII 14" LPI -56 @ 12" OC COLUMN SCHEDULE ALL COLUMNS SHALL HAVE BEAM SEATS REFER TO 16 /SD.2 SYMBOL SIZE MATERIAL BASE PLATE Cl (2) 2x4 W. F. # 2 LENGTH C2 (3) 2x4 N.F. # 2 C3 (2) 2x6 N.F. # 2 5/8 "0 C4 (3) 2x6 H.F. # 2 31610 C5 4x4 D.F. # 1 C6 4x6 D.F. # 1 )ED C7 6x6 D.F. # 1 (14) SDS1 /4x3 SCREWS C8 6x8 D.F. # 1 Cq 5 I /8x6 G.L.BM. EPDXY CIO 3x3x3/16 A500 STEEL q "xq "x5/8" C11 4x4xl/4 A500 STEEL IONION5 /8" C12 8x8x5 /16 A500 STEEL 13 "xI3 "x5/8" HOLDOWN SCHEDULE IR EMBED. ANC4OR WOOD MEMBER ANCHORAGE REMARKS ALLOWABLE LOAD LENGTH SIZE TO WOOD (LBS) IED 10" 5/8 "0 (2) 2x STUDS (10) SDS1 /4x3 SCREWS SIMPSON SET 31610 CW EPDXY )ED 10" 5/8 "0 (2) 2x STUDS (14) SDS1 /4x3 SCREWS SIMPSON SET 41685 C7 z EPDXY W PED 15" 7/8"0 (2) 2x STUDS (20) SD81 /4x3 SCREWS SIMPSON SET 81325 e 38212 sS1 EXPIRES: 01 -27 -OS EPDXY O IED 15" 7/8"0 (2) 2x STUDS (24) SDS1 /4x2 1/2 SCREWS SIMPSON SET 9,665 F-+ Z z � O EPDXY a I U (2) 2x STUDS (28) 8d CLEAR SPAN + 30" 11705 Q U (2) 2x STUDS (40) 10d x i 1/2" 3,625 PARTIAL FOUNDATION PLAN (2) 2x STUDS (52) 10d x 1 1/2" sMC 4,715 PROJECT #. o�ai -s ao 4x POST (64) Ibd SINKER DO NOT USE BUILT - UP 51505 STUDS USE 4x POST 'ED 15" Pip 6x POST (4) 1110 BOLTS SIMPSON SET 13,380 EPDXY 4x POST (100) IOd x 1 1/2" CLEAR SPAN + 108" 7,110 USE 4x POST ION OF HOLDOWN AT BOTTOM OF WALL INDEX BEARING WALLS a SHEARWALL o NON - STRUCTURAL WALLS 100 PSF LIVE LOAD 125 PSF LIVE LOAD O BEAM IDENTIFICATION ® HOLDOWN IDENTIFICATION O SI-IEARWALL IDENTIFICATION Q JOIST IDENTIFICATION JOIST SPAN k i-�-1 V/ KEY PLAN OL ".TAk F •) 4 s� H H O W M C ti M cn r- M a, 'r M00 O M c°O�a° U:;� In N CIO CIO a;T� ZQ ♦� M 0p)N W in r:2 0% SECOND FLOOR WALL (LOAD BEARING) STUDS EXTERIOR WALLS 2x6 @ 16" OC CORRIDOR WALLS 2x6 @ 16" OC INTERIOR UNITS 2x4 @ 16" OC U.O.N. W °a8, U N INDEX BEARING WALLS a SHEARWALL o NON - STRUCTURAL WALLS 100 PSF LIVE LOAD 125 PSF LIVE LOAD O BEAM IDENTIFICATION ® HOLDOWN IDENTIFICATION O SI-IEARWALL IDENTIFICATION Q JOIST IDENTIFICATION JOIST SPAN k i-�-1 V/ KEY PLAN OL ".TAk F •) 4 s� H H O W M C ti M cn r- M a, 'r M00 O M c°O�a° U:;� In N CIO CIO a;T� ZQ ♦� M 0p)N W in r:2 0% J F=- W QM° M 00 fA U ? M o' o Z 8 W °a8, U N U z M CW W ' z C7 z W REVISIONS: of WA�J� e 38212 sS1 EXPIRES: 01 -27 -OS PROJECT TITLE: O H un b 33 F-+ Z z � O a I U a �z � � a Q U E- p SHEET TITLE: PARTIAL FOUNDATION PLAN D"WN BY SHEET: sMC /�/ /�/ S2 2 C PROJECT #. o�ai -s ao . 10 OF 18 DATE AUG. 27, 2004 i I TYP I GAL TOW FR FRAMING PLAN 1/8" =l' -0" 6° AND SHORTER I \ WINDOW HEADERS \ 6x8 DF #1 I \ I \\ I \\ I \ I � / I I M 0 a U) a N M 0 0 N M N rn 0 rn N N 0 N r 0 s 0 1 0 0 N N m 0 0 SYMBOL JOIST SCHEDULE Ji 9 1/2" LPI -200 @ 24" OC J2 9 1/2" LPI -200 @ 16" OC J3 9 1/2" LPI -200 @ 12" OC J4 11 7/8" LPI -200 @ 24" OC J5 11 7/8" LPI -200 @ 16" OC J6 11 7/8" LPI -36 @ 24" OC J7 11 7/8" LPI -36 @ 16" OG J8 Il 7/8" LPI -56 @ I6" OG J9 DBL. 11 7/8" LPI -56 @ 19.2" OC 0 2x10 HF #2 @ 16" OC J11 14" LPI -56 @ 12" Or, MATCH LINE SEE SHEET S2.2B . ............... SEE SHEET 52.3A 80 WINDOW HE< 6x10 DF #1 W/ DBL. JAMB COLUMN SCHEDULE ALL COLUMNS SHALL HAVE BEAM SEATS REFER TO 16 /SD.2 SYMBOL SIZE MATERIAL BASE PLATE CI (2) 2x4 H.F. # 2 SOLE PLATE C2 (3) 2x4 H.F. # 2 SPAN C3 (2) 2x6 H.F. # 2 1/2" DIAM.x C4 (3) 2x6 H.F. # 2 SYMBOL' SHEATHING G5 4x4 D.F. # 1 16d NAILS C6 4x6 D.F. # 1 CONNECTION C7 6x6 D.F. # 1 15/32" GD —X C8 6x8 P.F. # I N/A G9 5 I /8x6 G.L.BM. 16dNAILS CIO 3x3x3/16 A500 STEEL 9 "x9 "x5/8" C11 4x4xl/4 A600 STEEL 10 "x10 "x5/8" C12 8xbx5 /16 A500 STEEL 13 "xl3 "x5/8" I �2 "qC I \ n \\ I \>--71 I / / I / I /T/ qT4 _v I VALLEY A =� 2 - - - -- -- - -- - - - - -- :4- E MANSARD TR S @ A > \ 1111 \ \ \\ G.T. \ \ Z - - - - -- - -- � - - - -- -- -- 5 5 5 , , 1 SPEAR WALL SCHEDULE OC DOUBLE I- F SHEAR VALUE WOOD MEMBER TOP PLATE CONNECTION SILL PLATE A.B. (H) SOLE PLATE (P /LF) . ............... II SPAN SIZE O1 RIM TO DBL. 1/2" DIAM.x 5/6" DIAM.x .I� 1ST SYMBOL' SHEATHING EDGE NAILING INTER. NAILING REMARKS 16d NAILS TOP PLATE 51MPSON A35 10" LONG 10" LONG CONNECTION OTHERS FLOOR 4 15/32" GD —X 8d NAILS 8d NAILS w N/A I 3' -0" OC 4' -0" OG 16dNAILS 260 230 SIMPO N ET PLYWOOD @ 6" OG @ 12" OC ROD 5 1/8x15 G.L.BM. 24F I 5 (/8x24 611 OG \ / B 15/32' CD -X 8d NAILS bd NAILS I� N/A 14" OC 2' -0" OG 3' -0" OG 16d NAILS 350 350 A992 -STEEL PLYWOOD @ 4" OG @ 12" Or, _v I VALLEY A =� 2 - - - -- -- - -- - - - - -- :4- E MANSARD TR S @ A > \ 1111 \ \ \\ G.T. \ \ Z - - - - -- - -- � - - - -- -- -- 5 5 5 , , 1 SPEAR WALL SCHEDULE OC DOUBLE I- F SHEAR VALUE WOOD MEMBER TOP PLATE CONNECTION SILL PLATE A.B. (H) SOLE PLATE (P /LF) . ............... BOLT LENGTH SIZE O1 RIM TO DBL. 1/2" DIAM.x 5/6" DIAM.x ALL 1ST SYMBOL' SHEATHING EDGE NAILING INTER. NAILING REMARKS 16d NAILS TOP PLATE 51MPSON A35 10" LONG 10" LONG CONNECTION OTHERS FLOOR 4 15/32" GD —X 8d NAILS 8d NAILS \ \ I N/A 20" OG 3' -0" OC 4' -0" OG 16dNAILS 260 230 SIMPO N ET PLYWOOD @ 6" OG @ 12" OC ROD 5 1/8x15 G.L.BM. 24F I 5 (/8x24 611 OG \ / B 15/32' CD -X 8d NAILS bd NAILS __ N/A 14" OC 2' -0" OG 3' -0" OG 16d NAILS 350 350 A992 -STEEL PLYWOOD @ 4" OG @ 12" Or, 824 ® HDCIO /22 THREADED 15" 4 1/2 OG MANSARD TRl C 15/32' CD-X 8d NAILS bd NAILS USE 3x SILL PLATES N/A 11" OC N/A 1' -4" OC 16d NAILS 490 450 CS16 PLYWOOD @ 3" OC @ 12" OC MINIMUM (28) 8d 5 11705 © 3 1/2 OC — D 15/32" CD -X 10d NAILS 10d NAILS USE 3x SILL PLATES N/A 811 O N/A O' -9" OG 2 ROWS 16d 600 598 - - - - -- -- - \ \\ II 814 2 SPAN �� PLYWOOD @ 3" OG @ 12" OC MINIMUM /------------ //' 4x POST (64) I6d SINKER NAILS @ 6 OC 51505 I E 5/8" GYP. BD. 6d COOLER bd COOLER UNBLOCKED 10" OG 24" OC 4' -0" OC 4' -0" OC 16d NAILS 611 cx 57/115 F 5/8" GYP. BD. 6d@ COOLER ® COOLER UNBLOCKED 6" OG 24" OC 4' -0" OC 4' -0" or, "NAILS 72/145 4x POST (100) 10d x 1 1/2" 41' OC 7,110 A — - G 2 PLY BASE PLY 6d @ 9a OC BLOCKED 5 1/2" OC 20" OC 3' -0" OC q'_0" Or, NAILS 115/230 5/8 GYP. BD. AG 1. FOR SHEARWALLS A TI-IRU D USE 10d NAILS IF APPLYING OVER GYP. BRD. B7 i BI1 OL OC HOLDOWN I- F 4 W WOOD MEMBER ANCHORAGE REMARKS ALLOWABLE LOAD MARK . ............... BOLT LENGTH SIZE O1 B13 LVL 2250 -1.515 Q 3 Q 3 II— VALLEY PARTIAL ROOF FRAMING PLAN 1/8 "mil' -0" HOLDOWN SCHEDULE - - -7, MATCH LINE HOLDOWN ANCHOR EMBED. ANCHOR WOOD MEMBER ANCHORAGE REMARKS ALLOWABLE LOAD MARK . ............... BOLT LENGTH SIZE O1 TO WOOD LVL 2250 -1.515 (LBS) u PI-ID2 -SD53 I 10" 5/8" (P (2) 2x STUDS (10) SDSI /4x3 SCREWS SIM SON ET 31610 3 1/2x9 1/2 LVL 2650 -1.9E ROD 3 I /2x11 7/8 LVL 2650 -1.9E BIi 5 I 14xII 7/8 I \ \ I ® P1•ID5 -SDS3 THREAD ED to" 5/8 "0 (2) 2x STUDS (14) SDSI /4x3 SCREWS SIMPO N ET 41685 5 118x10 1/2 G.L.BM. 24F ROD 5 1/8x15 G.L.BM. 24F I 5 (/8x24 G.L.BM. 24F \ / 14DQB -SDS3 I A 7/8 "¢ __ (20) SDSI /4x3 SCREWS SIMPSON SET 8,325 W1422 A992 -STEEL I — — — — -- A992 -STEEL 823 \ SD.4 \ 824 ® HDCIO /22 THREADED 15" MANSARD TRl SIMPSON SET 9,665 H 0 DBL. JAMB PARTIAL FOUNDATION PLAN DRAWNBY I6 CS16 PROJECT #. I DATE - (2) 2x STUDS (28) 8d 5 11705 © MSTI60 — (40) 10d x 11/2" 3,625 MST172 (2) 2x STUDS (52) IOd x] 1/2" - - - - -- -- - \ \\ II 814 2 SPAN �� 41715 ® MSTC66 /------------ //' 4x POST (64) I6d SINKER STUDS USE 4x 1POST 51505 I HD14A TH ED 15" 1flip 6x POST (4) 00 BOLTS SIMPSON 13,380 ROD f' ® GMST12 - 4x POST (100) 10d x 1 1/2" CLEAR SPAN + 108' 7,110 A — - USE 4x POST PAN \ I 5 5 5 -- -- -- -- -- - -\I SDA 16 SD.4 b" AND SHORTER WINDOW HEADERS bx8 DF #1 PARTIAL ROOF FRAMING PLAN 1/8 "mil' -0" HOLDOWN SCHEDULE - - -7, MATCH LINE HOLDOWN ANCHOR EMBED. ANCHOR WOOD MEMBER ANCHORAGE REMARKS ALLOWABLE LOAD MARK . ............... BOLT LENGTH SIZE O1 TO WOOD LVL 2250 -1.515 (LBS) u PI-ID2 -SD53 TH ED 10" 5/8" (P (2) 2x STUDS (10) SDSI /4x3 SCREWS SIM SON ET 31610 3 1/2x9 1/2 LVL 2650 -1.9E ROD 3 I /2x11 7/8 LVL 2650 -1.9E BIi 5 I 14xII 7/8 I \ \ I ® P1•ID5 -SDS3 THREAD ED to" 5/8 "0 (2) 2x STUDS (14) SDSI /4x3 SCREWS SIMPO N ET 41685 5 118x10 1/2 G.L.BM. 24F ROD 5 1/8x15 G.L.BM. 24F B17 5 (/8x24 G.L.BM. 24F B18 © 14DQB -SDS3 THREADED 15" 7/8 "¢ (2) 2x STUDS (20) SDSI /4x3 SCREWS SIMPSON SET 8,325 W1422 A992 -STEEL I W16x40 A992 -STEEL 823 \ SD.4 \ 824 ® HDCIO /22 THREADED 15" 7/8" IP (2) 2x STUDS (24) SDSI /4x2 1/2 SCREWS SIMPSON SET 9,665 H 0 DBL. JAMB PARTIAL FOUNDATION PLAN DRAWNBY I6 CS16 PROJECT #. I DATE - (2) 2x STUDS (28) 8d CLEAR SPAN + 30" 11705 © MSTI60 — (2) 2x STUDS (40) 10d x 11/2" 3,625 MST172 (2) 2x STUDS (52) IOd x] 1/2" - - - - -- -- - \ \\ II 814 2 SPAN �� 41715 ® MSTC66 /------------ //' 4x POST (64) I6d SINKER STUDS USE 4x 1POST 51505 I HD14A TH ED 15" 1flip 6x POST (4) 00 BOLTS SIMPSON 13,380 ROD f' ® GMST12 4x POST (100) 10d x 1 1/2" CLEAR SPAN + 108' 7,110 USE 4x POST 1 DENOTES LOCATION OF HOLDOWN AT BOTTOM OF WALL - - - - - - - - - -7, MATCH LINE MATERIAL BI 4x8 DF #1 SEE SHEET S2.25 4x10 DF #1 O6x8 . ............... O6x10 DF #1 O1 SEE SHEET 92.3A LVL 2250 -1.515 O1 u JO I 3 1/2x9 1/2 LVL 2250 -1.5E O3 1/2x11 7/8 LVL 2250 -1.5E 89 3 1/2x9 1/2 LVL 2650 -1.9E 810 3 I /2x11 7/8 LVL 2650 -1.9E BIi 5 I 14xII 7/8 I \ \ I 5 1/4x16 LVL 2650 -1.9E 813 5 1 /4xI8 I 814 5 I /8x7 1/2 G.L.BM. 24F 815 5 118x10 1/2 G.L.BM. 24F H16 5 1/8x15 G.L.BM. 24F B17 5 (/8x24 G.L.BM. 24F B18 6 3/4x21 G.L.BM. 24F 819 3 I/2x14 LVL 2650 -1.9E 820 W14x38 A992 -STEEL B21 W1422 A992 -STEEL I W16x40 A992 -STEEL 823 \ SD.4 \ 824 W12x45 A992 -STEEL \\ W WINDOW HEADERS \\ VLIW/ I a a \\ \\ 6x10 DF #i H 0 DBL. JAMB PARTIAL FOUNDATION PLAN DRAWNBY I6 SMC PROJECT #. I DATE - — . - -- — I - - - - -- -- - \ \\ II 814 2 SPAN �� I \ \ G.T. / I G.T. /------------ //' - \ / I \ I / f' MANS 1RD TRUSSESf 241' OC •u SYMBOL BEAM SIZE MATERIAL BI 4x8 DF #1 82 4x10 DF #1 O6x8 DF #1 O6x10 DF #1 O1 3/4x9 1/2 LVL 2250 -1.515 O1 3/4x11 7/8 LVL 2250 -1.5E B7 3 1/2x9 1/2 LVL 2250 -1.5E O3 1/2x11 7/8 LVL 2250 -1.5E 89 3 1/2x9 1/2 LVL 2650 -1.9E 810 3 I /2x11 7/8 LVL 2650 -1.9E BIi 5 I 14xII 7/8 LVL 2650 -1.9E 812 5 1/4x16 LVL 2650 -1.9E 813 5 1 /4xI8 LVL 2650 -2.015 814 5 I /8x7 1/2 G.L.BM. 24F 815 5 118x10 1/2 G.L.BM. 24F H16 5 1/8x15 G.L.BM. 24F B17 5 (/8x24 G.L.BM. 24F B18 6 3/4x21 G.L.BM. 24F 819 3 I/2x14 LVL 2650 -1.9E 820 W14x38 A992 -STEEL B21 W1422 A992 -STEEL B22 W16x40 A992 -STEEL 823 7x11 7/8 LVL 2950 -2.OE 824 W12x45 A992 -STEEL / 2 \ / /. MANSARD USSE� / "l ' 6" AND SHORTER '� // A A �\ /' \\ !_.. q4 �/ TRU SES Q b WINDOW HEADERS I t LA — I I I \ / / 4 \ \ I \ @ 24 OC 6x8 DF #1 SD.S 5 — — — — — — — — — — — — — — — — — — — — — — — YPIGAL CORRI OR I \ I \ \ I / �i If r _ � 41 I I- M MONSOON BEARING WALLS o SHEARWALL NON - STRUCTURAL WALLS 2x6 OVERFRAMING @ 24" O.G. O BEAM IDENTIFICATION ® HOLDOWN IDENTIFICATION O SHEARWALL IDENTIFICATION THIRD FLOOR WALL STUDS (LOAD BEARING) EXTERIOR WALLS 2x6 @ 16" OC CORRIDOR WALLS 2x4 @ 16" OC (U.O.N.) INTERIOR UNITS 2x4 @ 16" Or- U.O.N. TRUSS MANUFACTURER TO REFER TO STRUCTURAL PLANSI FOR LAYOUT AND BEARING, LOCATIONS. zT i 1 ��3El:i��•� -=4 Lu KEY PLAN a- /4TJ. H H O w con M „ O ,n E°0 ° O CA �.. U „ a � on cn c� v� cn a� w a, z Q s00 N Z ���2m W �Zm J � Z (? W �a V W ,a•. n. - - Aremm,+ U I W W I/ DOUB��JAI z W REVISIONS: ��O �$iI82S1Tn" �S'SICNAL �1 EXPIRES: 01 -27 -05 PROJECT TITLE: 0 W W [�+ O v E-� a C) U ll � f--1 E- a a O H 0 Dill PARTIAL FOUNDATION PLAN DRAWNBY SHEET: S23A 11 OF 18 SMC PROJECT #. 040741-S DATE - AUG 27, 2004 �i If r _ � 41 I I- M MONSOON BEARING WALLS o SHEARWALL NON - STRUCTURAL WALLS 2x6 OVERFRAMING @ 24" O.G. O BEAM IDENTIFICATION ® HOLDOWN IDENTIFICATION O SHEARWALL IDENTIFICATION THIRD FLOOR WALL STUDS (LOAD BEARING) EXTERIOR WALLS 2x6 @ 16" OC CORRIDOR WALLS 2x4 @ 16" OC (U.O.N.) INTERIOR UNITS 2x4 @ 16" Or- U.O.N. TRUSS MANUFACTURER TO REFER TO STRUCTURAL PLANSI FOR LAYOUT AND BEARING, LOCATIONS. zT i 1 ��3El:i��•� -=4 Lu KEY PLAN a- /4TJ. H H O w con M „ O ,n E°0 ° O CA �.. U „ a � on cn c� v� cn a� w a, z Q s00 N Z ���2m W �Zm J Z 100^M U Mw M 'Ono Z (? W �a V W U z W W z W REVISIONS: ��O �$iI82S1Tn" �S'SICNAL �1 EXPIRES: 01 -27 -05 PROJECT TITLE: 0 W W [�+ O E-� a C) U ll � f--1 E- a a O H 0 SHEET TITLE: PARTIAL FOUNDATION PLAN DRAWNBY SHEET: S23A 11 OF 18 SMC PROJECT #. 040741-S DATE - AUG 27, 2004 i SHEAR WALL SCHEDULE JOIST SCHEDULE DOUBLE ANCHOR EMBED. SHEAR VALUE WOOD MEMBER TOP PLATE CONNECTION SILL PLATE A.B. (H) SOLE PLATE (P /LF) J4 BOLT LENGTH SIZE it 7/8" LPI -200 RIM TO DBL. 1/211 DIAM.x 5/8" DIAM.x ALL 1ST SYMBOL' SHEATHING EDGE NAILING INTER. NAILING REMARKS Ibd NAILS TOP PLATE SIMP50N A35 10" LONG 1011 LONG CONNECTION OTHERS FLOOR /' 15/3211 GD -X bd NAILS 8d NAILS 812 N/A 2011 OC 31 -011 OC 41 -011 OC 16d NAIL5 260 230 SIMPSON ET PLYWOOD @ 611 OG @ 12" OC B16 5 1/8x15 G.L.BM. 24F B17 5 I/8x24 611 OC B18 © B 15/32 CD -X 8d NAILS 8d NAILS (2) 2x STUDS N/A 14" OC 21 -011 Or- 31 -011 OC 16d NAILS 350 350 Agq2 -STEEL PLYWOOD @ 411 OC @ 12" OC 824 ® HDC10 122 THREAD ED 15" 4 12 OC (2) 2x STUDS (24) SDSI /4x2 1/2 SCREWS C 15/32" CD -X 8d NAILS 8d NAILS USE 3x SILL PLATES N/A 1111 OC N/A 11 -411 OC 16d NAILS 490 450 C516 PLYWOOD @ 3" OC @ 12" OC MINIMUM (28) 8d CLEAR SPAN + 30" 1,705 © 3 1/2 OC AUG 27, 2004 D 15/321 GD -X 10d NAILS IOd NAILS USE 3x SILL PLATES N/A 1, 8 OC N/A 1_ II O 9 OC 2 ROWS Mod 600 598 PLYWOOD 11 OC @ 12" OC MINIMUM 4x POST (64) 16d SINKER NAILS @ 6" OC 51505 E 5/811 GYP. BD. bd COOLER 6d COOLER UNBLOCKED 1011 OC 24" OC 41 -0'1 OC 41 -0" OC ibd 1 NAILS 57/115 15" 11 o 6x POST (4) 1 "O BOLTS PSON SET SIMEPDXY 13'380 ROD F 5/8" GYP. BD. 6d COOLER 6d@ COOLER UNBLOCKED 6j1 OC 24" OC 41 -0" OC 41 -01' OC 16d "NAILS 72/145 CLEAR SPAN + 108" 71110 1 USE 4x G 2 PLY BASE PLY 6d @ q" OC BLOCKED 5 1/2" OC 20" OC 31 -011 OC 41 -011 OC 16d "NAILS 115/230 S/6 ' I. FOR SHEARWALLS A THRU D USE 10d NAILS IF APPLYING OVER GYP. BRD. / F� I 6" AND SHORTER WINDOW HEADERS 6x8 DF #1 HOLDONN SCHEDULE JOIST SCHEDULE HOLDOWN ANCHOR EMBED. ANCHOR WOOD MEMBER ANCHORAGE REMARKS ALLOWABLE LOAD MARK J4 BOLT LENGTH SIZE it 7/8" LPI -200 TO WOOD J6 (LBS) @ 24" OC PHD2 -SDS3 THREAD ED 10" 5/8"0 (2) 2x STUDS (10) SDSI /4x3 SCREWS SIM SON ET 31610 JIO 2x10 HF #2 @ ROD 3 1/2x11 7/8 14" LPI -56 @ 12" OC 5 1 /40 7/8 LVL 2650 -1.qE 812 e PHD5 -5D53 THrDED 10" 5/8 "0 (2) 2x STUDS (14) SDSI /4x3 SCREWS SIMPSON ET 41685 5 I /8x10 1/2 G.L.SM. 24F B16 5 1/8x15 G.L.BM. 24F B17 5 I/8x24 PO B18 © HDQ8 -SDS3 THREADED 15" 7/8 "� (2) 2x STUDS (20) SDSI /4x3 SCREWS SIMPSON SET 81325 W14x22 Ag92 -STEEL ROD W16x40 Agq2 -STEEL 823 7x11 7/6 EPDXY 824 ® HDC10 122 THREAD ED 15" 7 /8"iP (2) 2x STUDS (24) SDSI /4x2 1/2 SCREWS PSON SET 51MEPDXY 91665 a � Q ROD O �c C4n SHEET TITLE: PARTIAL FOUNDATION C516 DRAwN By SHEET: SMC (2) 2x STUDS (28) 8d CLEAR SPAN + 30" 1,705 © MSTI60 AUG 27, 2004 (2) 2x STUDS (40) 10d x 1 1/2" 31625 © MSTI72 (2) 2x STUDS (52) 10d x 1 1/21' 4,715 MSTC66 4x POST (64) 16d SINKER DO NOT USE BUILT -UP 51505 STUDS USE 4x POST HD14A THREAD ED 15" 11 o 6x POST (4) 1 "O BOLTS PSON SET SIMEPDXY 13'380 ROD ® CMST12 4x POST (100) IOd x 1 1/2" CLEAR SPAN + 108" 71110 1 USE 4x ///T DENOTES LOCATION OF 14OLDOHN AT BOTTOM OF WALL MATCH LINE SEE SHEET 52.3G SEE SHEET S2.25 G.T. / \ I / \ o I / \ G.T. _\ 01 flMPSON IUI 411.88 TF/ \\ .- - 510 PARTIAL ROOF FRAMING PLAN 1/8" =11 -0" ------- - - -y -I —,mw I \ V \ G.T. / 5 \ / 60 AND SHORTER \\ / j/ WINDOW HEADERS i6x8 DF #1 - -- - -fiv I MATCH LINE r- \ \ I SEE SHEET 52.3C ..momma......... A L _ _ _ SEE SHEET S2.2B /-- - - -71 NORTH y-60 AND SHORTER I WINDOW HEADERS 6x8 DF #1 I i SYMBOL JOIST SCHEDULE JI q 1/2" LPI -200 @ 24" OC J2 q 1/2" LPI -200 @ 16" OC J3 9 1/2" LPI -200 @ 12" OC J4 11 7/8" LPI -200 @ 24" Or, J5 it 7/8" LPI -200 @ 16" OG J6 11 7/8" LPI -36 @ 24" OC J7 11 7/8" LPI -36 @ 16" OC J8 11 7/8" LPI -56 @ 16" OC J9 DBL. 11 7/8" LPI -56 @ 1q.211 OC JIO 2x10 HF #2 @ 16" Or- 3 1/2x11 7/8 14" LPI -56 @ 12" OC rI 1 N_ iI � I / 1J_ Gj_r \o FIT I oi} _L1' t�/T11 / A I Y/11 . 1 r- ?_4k T'T'N A NA I A 1/^ T>I A A I SYMBOL BEAM SIZE MATERIAL 81 4x8 DF #1 B2 4x10 DF #1 B3 6x8 DF #1 O6x10 DF #1 O1 3 /4xq 1/2 LVL 2250 -1.5E O1 3/4x11 7/8 LVL 2250 -1.515 87 3 1/2x9 1/2 LVL 2250 -1.5E O3 I /2x11 7/8 LVL 2250 -1.5E O3 1 /2xq 1/2 LVL 2650 -IAE 810 3 1/2x11 7/8 LVL 2650 -IAE Bll 5 1 /40 7/8 LVL 2650 -1.qE 812 5 1/4x16 LVL 2650 -I.qE 813 5 1 14x18 LVL 2650 -2.OE 814 5 I/8x7 1/2 G.L.BM. 24F 815 5 I /8x10 1/2 G.L.SM. 24F B16 5 1/8x15 G.L.BM. 24F B17 5 I/8x24 G.L.BM. 24F B18 6 3/4x21 G.L.BM. 24F 819 3 1/2x14 LVL 2650 -I.qE B20 W14x38 Agq2 -STEEL B21 W14x22 Ag92 -STEEL B22 W16x40 Agq2 -STEEL 823 7x11 7/6 LVL 2g50 -2.OE 824 W12x45 Agq2 -STEEL COLUMN SCHEDULE ALL COLUMNS SHALL HAVE BEAM SEATS REFER TO 16/SD.2 SYMBOL SIZE MATERIAL BASE PLATE CI (2) 2x4 W. F. # 2 U C2 (3) 2x4 H.F. # 2 C3 (2) 2x6 H.F. # 2 C4 (3) 2x6 N.F. # 2 a C5 4x4 D.F. # 1 C6 4x6 A.F. # I C7 6x6 D.F. # 1 C5 6x8 D.F. # I Cq 5 1/8x6 G.L.BM. CIO 3x3x3/16 A500 STEEL Wx91'x5 /8" CH 4x4x1 /4 A500 STEEL 10 "x10 "x5 /811 C12 8x8x5/16 A500 STEEL 13 "x13 "x5/811 BEARING WALLS SI-IEARWALL 7=1 NON - STRUCTURAL WALLS 2x6 OVERFRAMING @ 24" O.G. O BEAM IDENTIFICATION ® HOLDOWN IDENTIFICATION GI IGACIAAI 1 IMI=kIY'ICI 'ATI^KI THIRD FLOOR WALL STUDS (LOAD BEARING) EXTERIOR WALLS 2x6 @ 16" OC CORRIDOR WALLS 2x4 @ 16" OC (U.O.N.) INTERIOR UNITS 2x4 @ 16" OC U.O.N. ®r Mist! G.GZ Lu KTAI 1I H W H O w cn M N p w M V 0M00 IoM 0 0 U� c�1mOno,w rn < N WMMN Z jr jr 3 W zoJm J P W�MM ()Z K M CO „JM -0p0 V I[J �o Z UN W 0�ta� U z U� a W W ' z z W REVISIONS: S. of W^S4, w Ado 38212 � EXPIRES: 01 -27 -05 PROJECT TITLE: O E~ C7 x b 3 H z H [� a ' O L7 gn zU � a � Q O �c C4n SHEET TITLE: PARTIAL FOUNDATION PLAN DRAwN By SHEET: SMC S2.3 C PROJECT # 040741.3 1J 12 OF 18 DATE AUG 27, 2004 pil �I ROOF SLOPE 1/4:12 5/8" PLYWOOD ROOF SHEATHING (UNBLOCKED) APA RATED 40/20 (5 PLY) EXTERIOR GLUE W/ IOd NAILS @ 6" OC EDGES W/ 10d NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING STAGGER EDGES. ROOF SLOPE 4:12 15/32" PLYWOOD ROOF SHEATHING (UNBLOCKED) APA RATED 32/16 (5 PLY) EXTERIOR GLUE W/ 8d NAILS @ 6" OC EDGES W/ 8d NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING STAGGER EDGES 1, 14:12 A cq 1 44.12 ,\ 4:122 1 4-12'/' I - - - - - -- I 412 --111 v /�- - - - - -� t� ,—li it it t i_� N L �I 4 :121 xI f AJr' I v Il NI / ,I! \ \\ jl `rr it /' /_j!, I Ii /c_v v, �4:1 \ N I I " - - - -� ROOF SLOPE 4:12 15/32" PLYWOOD ROOF SHEATHING (UNBLOCKED) APA RATED 32/16 (5 PLY) EXTERIOR GLUE W/ 8d NAILS @ 6" OC EDGES *12 W/ 8d NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING STAGGER EDGES. /4 :12 jj 71 1 IF Nj JA /4:12 1 I 1 � � .� j I 4:12 11 \\ / ;F- I 4.12\ �r 4:12 — –�1 I rrirririra�in�nrrir /in/nr7/7// rirn !�- J _ Ji AL A i� + —]1 I —= ��I v; I pp __ \-F i N vv 4:1 I II I / 4:12 I -- - - -- —_ - - 1C /1! /1_lL_l�1/ -__ ROOF SLOPE 1/4:12 J -,i \ 1 ! ii / i� I 4.12 \/ 4:12 III 5/8" PLYWOOD ROOF SHEATHING (UNBLOCKED) - -- �iN / II �-, �.__5 � ______ _ -__ j Ir � I APA RATED 40/20 (5 PLY) EXTERIOR GLUE `r! 4:12 r _ _ _A I / /c�1 \\ I I W/ 10d NAILS @ 6" OC EDGES -�+ --- / N \ I I " 4.12 G/ // v \\ I� I W/ 10d NAILS @ 12" OC INTERMEDIATE SUPPORTS. 12 \ �! I o I! _ \ LAY SHEETS PERPENDICULAR TO FRAMING, STAGGER EDGES. x TT ROOF SLOPE 1/4:12 5/8" PLYWOOD ROOF SHEATHING (UNBLOCKED) APA RATED 40/20 (5 PLY) EXTERIOR GLUE W/ 10d NAILS @ 6" OC EDGES W/ IOd NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING STAGGER EDGES. ROOF SLOPE 4:12 15/32" PLYWOOD ROOF SHEATHING (UNBLOCKED) APA RATED 32/16 (5 PLY) EXTERIOR GLUE W/ 8d NAILS @ 6" OC EDGES W/ 8d NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING STAGGER EDGES I? \ N -IC- I \ \d I I / \ I I /c', \ 1 z - 112/'N 1 q I \ v \ I I 4!12 - 1 /N / 4 :12 I \ v \ I - - -- I L412 \ ROOF SLOPE 1/4:12 I -- 5/8" PLYWOOD ROOF SHEATHING (UNBLOCKED) I // APA RATED 40/20 (5 PLY) EXTERIOR GLUE I // W/ 10d NAILS @ 6" OC EDGES - W/ 10d NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING - - - - - - - - - 44 :12 STAGGER EDGES. 4:12 it l' 4.12 -- X4:12 1 1, I /7 I _412! I fi B 4:12 I \ \N1 { \ \e I� L v 4 /I /4:12 II I 1 4:12 44_ ^2 \> - x/4:12 _12 y/ 12_ --� / /Lj I I N \\ I I _ I /N -- 4:12 I v I \� \ \4 12\ /4.12 I \ \ 4:12 lc-------------------------- - - - - -- 1412. �( I- \ '-I_- , N 4 :12\ I! /4:12 \�I v- - - - - - - - - ROOF SLOPE 4:12 15/32" PLYWOOD ROOF SHEATHING (UNBLOCKED) APA RATED 32/16 (5 PLY) EXTERIOR GLUE W/ 8d NAILS @ 6" OC EDGES W/ Sd NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING STAGGER EDGES \ � I 4:12 � \ I \ \ I \\ 412 N � 1--- - - - - -- ��\ A c1l f l o ol 44 ^I2\ /4:12 i i ! / {- CIA / -------------------------- - - - - -- 4:12\ /4:12 N j N \\ \\ - ----------- / I \ -� - - - - - - - - --- ROOF SHEATHING AND SNOW DRIFTING PLAN 1/16 " =1' -0" aD NORTH ROOF SLOPE 1/4:12 5/8" PLYWOOD ROOF SHEATHING (UNBLOCKED) APA RATED 40/20 (5 PLY) EXTERIOR GLUE W/ 10d NAILS @ 6" OC EDGES W/ 10d NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING STAGGER EDGES. _ _ v /4:12 J u - -- \4:12t� _- y ROOF SLOPE 4:12 15/32" PLYWOOD ROOF SHEATHING (UNBLOCKED) APA RATED 32/16 (5 PLY) EXTERIOR GLUE W/ 8d NAILS @ 6" OC EDGES W/ 8d NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING STAGGER EDGES. VALLEY DRIFTING 25 psf 25 76 psf i `, I 25 psf 25 psf -- - 48 psf 2 25 psf n + a IL DRIFT PD L (FT.) A 1 6.0 ;4:12 / 4:12 q.0 C 50 10.5 D 80 18.5 44 12 I I ROOF SLOPE 4:12 15/32" PLYWOOD ROOF SHEATHING (UNBLOCKED) APA RATED 32/16 (5 PLY) EXTERIOR GLUE W/ 8d NAILS @ 6" OC EDGES W/ 8d NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING STAGGER EDGES 1, 14:12 A cq 1 44.12 ,\ 4:122 1 4-12'/' I - - - - - -- I 412 --111 v /�- - - - - -� t� ,—li it it t i_� N L �I 4 :121 xI f AJr' I v Il NI / ,I! \ \\ jl `rr it /' /_j!, I Ii /c_v v, �4:1 \ N I I " - - - -� ROOF SLOPE 4:12 15/32" PLYWOOD ROOF SHEATHING (UNBLOCKED) APA RATED 32/16 (5 PLY) EXTERIOR GLUE W/ 8d NAILS @ 6" OC EDGES *12 W/ 8d NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING STAGGER EDGES. /4 :12 jj 71 1 IF Nj JA /4:12 1 I 1 � � .� j I 4:12 11 \\ / ;F- I 4.12\ �r 4:12 — –�1 I rrirririra�in�nrrir /in/nr7/7// rirn !�- J _ Ji AL A i� + —]1 I —= ��I v; I pp __ \-F i N vv 4:1 I II I / 4:12 I -- - - -- —_ - - 1C /1! /1_lL_l�1/ -__ ROOF SLOPE 1/4:12 J -,i \ 1 ! ii / i� I 4.12 \/ 4:12 III 5/8" PLYWOOD ROOF SHEATHING (UNBLOCKED) - -- �iN / II �-, �.__5 � ______ _ -__ j Ir � I APA RATED 40/20 (5 PLY) EXTERIOR GLUE `r! 4:12 r _ _ _A I / /c�1 \\ I I W/ 10d NAILS @ 6" OC EDGES -�+ --- / N \ I I " 4.12 G/ // v \\ I� I W/ 10d NAILS @ 12" OC INTERMEDIATE SUPPORTS. 12 \ �! I o I! _ \ LAY SHEETS PERPENDICULAR TO FRAMING, STAGGER EDGES. x TT ROOF SLOPE 1/4:12 5/8" PLYWOOD ROOF SHEATHING (UNBLOCKED) APA RATED 40/20 (5 PLY) EXTERIOR GLUE W/ 10d NAILS @ 6" OC EDGES W/ IOd NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING STAGGER EDGES. ROOF SLOPE 4:12 15/32" PLYWOOD ROOF SHEATHING (UNBLOCKED) APA RATED 32/16 (5 PLY) EXTERIOR GLUE W/ 8d NAILS @ 6" OC EDGES W/ 8d NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING STAGGER EDGES I? \ N -IC- I \ \d I I / \ I I /c', \ 1 z - 112/'N 1 q I \ v \ I I 4!12 - 1 /N / 4 :12 I \ v \ I - - -- I L412 \ ROOF SLOPE 1/4:12 I -- 5/8" PLYWOOD ROOF SHEATHING (UNBLOCKED) I // APA RATED 40/20 (5 PLY) EXTERIOR GLUE I // W/ 10d NAILS @ 6" OC EDGES - W/ 10d NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING - - - - - - - - - 44 :12 STAGGER EDGES. 4:12 it l' 4.12 -- X4:12 1 1, I /7 I _412! I fi B 4:12 I \ \N1 { \ \e I� L v 4 /I /4:12 II I 1 4:12 44_ ^2 \> - x/4:12 _12 y/ 12_ --� / /Lj I I N \\ I I _ I /N -- 4:12 I v I \� \ \4 12\ /4.12 I \ \ 4:12 lc-------------------------- - - - - -- 1412. �( I- \ '-I_- , N 4 :12\ I! /4:12 \�I v- - - - - - - - - ROOF SLOPE 4:12 15/32" PLYWOOD ROOF SHEATHING (UNBLOCKED) APA RATED 32/16 (5 PLY) EXTERIOR GLUE W/ 8d NAILS @ 6" OC EDGES W/ Sd NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING STAGGER EDGES \ � I 4:12 � \ I \ \ I \\ 412 N � 1--- - - - - -- ��\ A c1l f l o ol 44 ^I2\ /4:12 i i ! / {- CIA / -------------------------- - - - - -- 4:12\ /4:12 N j N \\ \\ - ----------- / I \ -� - - - - - - - - --- ROOF SHEATHING AND SNOW DRIFTING PLAN 1/16 " =1' -0" aD NORTH ROOF SLOPE 1/4:12 5/8" PLYWOOD ROOF SHEATHING (UNBLOCKED) APA RATED 40/20 (5 PLY) EXTERIOR GLUE W/ 10d NAILS @ 6" OC EDGES W/ 10d NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING STAGGER EDGES. _ _ v /4:12 J u - -- \4:12t� _- y ROOF SLOPE 4:12 15/32" PLYWOOD ROOF SHEATHING (UNBLOCKED) APA RATED 32/16 (5 PLY) EXTERIOR GLUE W/ 8d NAILS @ 6" OC EDGES W/ 8d NAILS @ 12" OC INTERMEDIATE SUPPORTS. LAY SHEETS PERPENDICULAR TO FRAMING STAGGER EDGES. VALLEY DRIFTING 25 psf 25 76 psf i `, I 25 psf 25 psf -- - 48 psf 2 25 psf n + a IL DRIFT PD L (FT.) A 25 6.0 B 40 q.0 C 50 10.5 D 80 18.5 ®PERIMETER OF 1/4:12 ROOF SLOPE d i w V I I� I� 1-� H H O W M ate, en 00 v1 O Q P O O N u 0 �. N rA CC N � Z 0 Ln U) �:na I- z of W 'I -'o0,M N V "000 Z V to �.�. UWW° aLg W W M z W REVISIONS: S. of WA �O 82� S`SI�IAI. ,a, EXPIRES: 01 -27 -05 PROJECT TITLE: O � q3 h z z E„I O a O k a Q U � o SHEET TITLE: ROOF SHEATHING AND SNOW DRIFTING PLAN DRAWN BY SHEET: S2.4 SMC PROJECT H 040741-3 13 OF 18 DATE. AUG 27, 2004 4" CONC. SLAB W/ #3 BARS @ 18" OC OR W/ 6x6xW2.9xW2.9 W.W.F. mob" CLEAN FREE DRAINING, APPROVED NATIVE WELL GRADED CRUSHED BEARING STRATA ROCK PER GEOTECH OR COMPACTED STRUCTURAL FILL PER GEOTECH TYPICAL SLAB CONSTRUCTION WOOD MEMBER PER SHEARWALL PER PLAN t, HOLDOWN SCHEDULE (NAILING PER S.W. SCHEDULE) 2x6 P.T. HOLDOWN SILL PLATE PER PLAN EDGE NAILING PER SCHEDULE a 4" CONC. SLAB PER PLAN FINISH GRADE Z c0 j= 6" GONG. STEM WALL (U.O.N.) W/ (2) -#4 x CONT. 4 3" CLR. TYP. (2) - #4 VERT DOWELS ALL SIDES @ 12" OC @ EACH HOLDONN #4 CONT. IIIH /111111 APPROVED NATIVE PER SGNED. BEARING STRATA FOOTING PER GEOTEGH PER PLAN PERIMETER FOOTING @ HOLDONN 7 PROVIDE 5AWCUT JOINTS @ 400± 50. F.T. MAXIMUM COORDINATE W/ FLOOR FINISHES MAKE SAWCUT 1 314" DEEP WITHIN 8 HOURS OF POUR 4" CONC. SLAB FILL W/ EXPANDING JNT COMPOUND PER PLAN 31 1 32D LAP WWF @ SAWCUT , -,, -, LOCATIONS a u A (1) #4 DOWEL (1) #4 DOWEL m @ CORNER ALTERNATE DIRECTION @ CORNER OF BEND TYPICAL SANCUT JOINT r 314 " =I' -0" 5D.1 SLAB REINF. 1/2" Ox2' -O" SMOOTH DOWEL @ 36" OC ONE LAYER OF WALL THICKNESS OF q9 OR REINFORCING OR LESS DISCONTINUE @ W/ 1/240 -0" PVC SLEEVE CONSTRUCTION JOINTS NOTE: CORNER BARS TO MATCH THE SIZE OF HORIZONTAL REINFORCEMENT PROVIDE CONSTRUCTION (D) DIAMETER OF BAR JOINTS @ 2000± SO. FT. COORDINATE W/ FLOOR FINISHES TYPICAL CONCRETE TYPICAL CONSTRUCTION JOINT � CORNER REBAR DETAILS 3/4 " =I' -0" 5D.1 314 " =I' -0" 2x4 @ 16" OC I ��.�,. NON - BEARING WALL ON TENANT ROOMSIDE 2x6 P.T. HOLDOWN I-IOLDOWN SCHED. W/ 5/8 "Ox8" WILT[ KBII PER SHEARWALL SCHED. 2x4 P.T. PER SCHEDUL E PLATE O 2x6 @ 16" Or, BEARING WALL SHEARWALL PER PLAN ON CORRIDOR SIDE EDGE NAILING PER SCHEDULE 4" CONC. SLAB PER PLAN c HIM Ni -PER PLAN" TYPICAL INTERIOR THICKENED SLAB FOOTING @ CORRIDOR NALL 54EARWALL PER PLAN 5D.1 314 " =I' -0" (NAILING PER S.W. I ��.�,. o .�•�a W °a 2x6 P.T. HOLDOWN HIM Ni -PER PLAN" TYPICAL INTERIOR THICKENED SLAB FOOTING @ CORRIDOR NALL 54EARWALL PER PLAN 5D.1 314 " =I' -0" (NAILING PER S.W. 2x6 STUDS SCHEDULE) @ I6" OC W °a 2x6 P.T. HOLDOWN I-IOLDOWN SCHED. OR STORM SILL PLATE EDGE NAILING z 5/8 "d A.B. PER PER SCHEDUL E S14EARWALL J(.4811 S4EARWALL SCHEDULE 5D.1 PER PLAN 19 (48" OG MAX) 2x P.T. W �4" CONC. SLAB (U.O.N.) JOINT EDGE NAILING (SEE FDN. PLAN 4" GONG. SLAB PATIO SLAB 12 PER SCHEDULE FINISH GRADE 4x4 D.F. #I POST, SSTB PER PLAN o 4" GONG. SLAB a0 ? PER PLAN 6x6 D.F. #1 POST (Y i SIMPSON A5U44, IT, - - •- •- •- • -• -•- - •- •- •- • -• -• -• 6" CONC. STEM WALL , SIMPSON ABU66 A'PO 82��' W/ 8" MIN. EMBED W/ (2)- #4xCONT. PROJECT TITLE: ;Q---,ALL . moo.4" CONC. SLAB `PER PLAN 3" CLR. TYP. x � 3 SIDES #4 VERT's @ 48" OC 6" CONC. STEM WALL O #4 GOVT. PER SCHED. ALT. HOOK IN FTG. FTC. PER PLAN APPROVED NATIVE W/ (2)- #4xCONT. BEARING STRATA TYPICAL PER GEOTECH EXTERIOR 3" CLR. TYP. a a PERIMETER U O SHEET TITLE: FOOTING #4 VERT's @ 48" OC DRAWN BY SHEET: N.T.S. SD,1 3/4" =1' -0" 2x @ 16" OC _\ PLAN �� -J�,r PER PLAN 2x P.T. EDGE NAILING W/ 5/8" Ox8" HILTI K511 PER SCHEDULE PER SI•IEARWALL SCHED. 4" CONC. SLAB PER PLAN O i Hill #4 CONT. PER SCHED. 3" CLR. BOT. 4 SIDES (o " FOOTING b" APPROVED NATIVE PER PLAN BEARING STRATA PER GEOTECH TYPICAL INTERIOR THICKENED SLAB FOOTING @ SEARING WALL /SHEAR NALL 314" =1' -O" 5D.1 314 " =I' -0" �AM��z� �. iX• X����•i SD.I 3/4" =1' -0" i Hill #4 CONT. PER SCHED. 3" CLR. BOT. 4 SIDES (o " FOOTING b" APPROVED NATIVE PER PLAN BEARING STRATA PER GEOTECH TYPICAL INTERIOR THICKENED SLAB FOOTING @ SEARING WALL /SHEAR NALL 314" =1' -O" 5D.1 314 " =I' -0" (NAILING PER S.W. SD.I 3/4" =1' -0" SCHEDULE) WOOD MEMBER PER W °a x6 P.T. HOLDOWN I-IOLDOWN SCHED. OR STORM ILL PLATE PER PLAN z PER SCHEDULE S14EARWALL J(.4811 /8 "m A.B. PER 5D.1 PER PLAN 19 HEARWALL SCHEDULE 2x P.T. W OC MAX) JOINT EDGE NAILING (SEE FDN. PLAN 4" GONG. SLAB PATIO SLAB 12 PER SCHEDULE FOR LOCATIONS) 4x4 D.F. #I POST, SSTB PER PLAN o 4" GONG. SLAB 4x6 D.F. #I POST, o PER PLAN 6x6 D.F. #1 POST (Y i SIMPSON A5U44, IT, - - •- •- •- • -• -•- - •- •- •- • -• -• -• 5/8 "0 HILTI K511 , SIMPSON ABU66 A'PO 82��' W/ 8" MIN. EMBED PROJECT TITLE: O . moo.4" CONC. SLAB `PER PLAN Z LENGTH OF DEEPENED FOOTING 24" EA. SIDE OF A.B. _ !1[-FOOTING #4 CONT. PER PLAN BEYOND b" FTG. PER PAPPROVED NATIVE BEARING STRATA PER GEOTECH TYPICAL INTERIOR THICKENED SLAB FOOTING @ SHEAR NALL HOLDONN 12 3/4" =1' -0" 2x4 @ 16" O STUD WALL 4" CONC. PER PLAN i Q 2x4 P.T. SILL PLATE W/ POWDER DRIVEN ANCHORS @ 32" OC `-APPROVED NATIVE BEARING STRATA OR COMPACTED STRUCTURAL FILL PER GEOTECH NON - SEARING STUD NALL 3/4 " =1' -O" 8 1/2" 2" GI-5. N Ql N � m m TYP. 2" 114" THICK (TYP) v - - -- (4) -7/8"0 1/2" THICK M.B. (TYP.) BASE PLATE SECTION ENTRY CANOPY BEAM SADDLE REINF. PER PLAN 4 SCHED. HIM Hill IIIIIj III 3" CLR. BOT. 4 SIDES APPROVED NATIVE b" FTG. WIDTH 4 LENGTH 6" BEARING STRATA AND SCHEDULE PER GEOTEC14 TYPICAL THICKENED GONG. SLAB PAD FOOTING FREE STANDING COL. 13 3/4" =1' -O" 4" CONC. SLAB W/ 6x6xW2.9xW2.9 WWF 12 X1/8 I s I . I. 2' -0" EXTERIOR POST ON SLAB EDGE 3/4" =1' -0" #4 CONT. 4 BOTTOM 5 1/2 "A /4 "x7 1/2" 6" 3/8" PLATE PLATE 51 1 _ 3/16 0 SMOOTH 3/16 L - - - - -� M 0 5/16" lP HOLE FOR 2 "x1/4" BAR 114 "0 SELF TAPPING STOCK SCREW EA. SIDE CONCRETE PATIO W/ THICKENED EDGE 114" BENT PLATE 4 1/2" LENGTH I I/2 "�� 1 I/2" 5/8",Px8" 5 1/2" EXP. ANCHOR DECK PATIO POST BASE TYP. 3/16 1/2" EXPANSI JOINT FIBER 4" CONC. SL 1 1/2" NON- 514RINK GROUT BA AND / OR HARDPACK SHIMS 8" GONG. SLAB 1' -0" IN LAUNDRY LAP 4" GONG. SLAB C4 #4 CONT. PER SCHED. FOOTING 3" CLR. BOT. 4 SIDES 2" PER PLAN b" APPROVED NATIVE BEARING STRATA PER GEOTECH CHANGE IN SLAB THICKNESS 3/4 " =1' -0" BASE PLATE 8"x8"xi /4" (FOR 3x3 POST) 0. IONIONI /2" (FOR 4x4 POST) 1 1/2" O 0 0 (4) -3/4110 HILTI KBII W/ 8" EMBED r-T.S, PER PLAN REINF. PER PLAN 4 SCHED. 3" CLR. BOT. 4 SIDES APPROVED NATIVE BEARING STRATA FTG. WIDTH 4 LENGTH PER GEOTECH PER PLANS AND SCHED. TYPICAL FOOTING @ TUBE STEEL COLUMN ,4 2x4 @ 16" Or- NON-BEARING WALL ON TENANT ROOMSIDE WHERE APPLIES 4" GONG. (U.O.N.) SHEARWALL PER PLAN l l'7 M z — oc 4n��� (NAILING PER S.W. 2x6 STUDS SCHEDULE) @ 160 OC W °a x6 P.T. FABRIC. TO SUMP '1 , LU OR STORM ILL PLATE EDGE NAILING z PER SCHEDULE J(.4811 /8 "m A.B. PER 5D.1 n 19 HEARWALL SCHEDULE 1/2" EXPANSION W OC MAX) JOINT 4" GONG. SLAB PATIO SLAB 12 (U.O.N.) PER PLAN /8�- z W (Y i REVISIONS: S. of wn A'PO 82��' EXPIRES: 01 -27 -0S PROJECT TITLE: O C�7 x � 3 6" CONC. STEM WALL O W/ (2)- #4xCONT. 0 1 p � _ 3" CLR. TYP. a a ALL SIDES U O SHEET TITLE: FOUNDATION #4 VERT's @ 48" OC DRAWN BY SHEET: SMC C 1 SD. PROTECT# #4 CONT. PER SCHED. 1 14 OF 18 DATE. ALT. HOOK IN FTG. FTG. PER PLAN APPROVED NATIVE BEARING STRATA TYPICAL PER GEOTECH EXTERIOR PERIMETER FOOTING 3/4 " =1' -O" 6x6 OR 6x8 POST WITHIN 1 /4 "x COL. WIDTH x 8" WALL (12" FOR 6x8) BEARING PLATE CENTERED ON COL. 2x6 P.T. W/ 5/8 �ic8 HILTI KBII A35 CLIP BOTH SIDES TO SOLE PLATE 4" CONC. SLAB i PER PLAN 2x6 @ 16" or- BEARING WALL - SHEARWALL PER PLAN ON CORRIDOR SIDE rE.N. PER SCHEDULE F4" CONC. SLAB (U.O.N.) HIM 1111 TF­­FF===FFITl NOTE: REFER TO DTL. I /SD.I FOR ADD'L INFO. TYPICAL SHOVER RECESS @ SLAB O #4 CONT. PER SCHED. 3" CLR. BOT. 4 SIDES b" FOOTING 6" APPROVED NATIVE PER PLAN BEARING STRATA PER GEOTECI4 POST @ THICKENED SLAB 3/4" =1' -0" 4" GONG. (U.O.N.) REINF PER FDN. PLAN 3 CLR. SIDES 4 BTM. PREFAB FREEZER WALL PANEL 8" RIGID INSUL. r VAPOR RETARDER / r-4" CONC. SLAB WERNER WE AN" ME FREEZER FLOOR DETAIL 3/4" =1' -0" 5D.1 3/4 " =1' -0" SD.I 3/4" =1' -0" SIMPSON A35 @ 24 "OC 2x6 OUTRIGGER . a w/ 12d @ 12 "OC 0 A ,4 �0� /� STAGGERED 15/32" PLYWOOD E.N. ROOF SHEATHING 8d NAILS @ b " 5 EDGES 4 12 "OG FIELD LD 5 E.N. -x FASCIA T.S. -- - - -- PRE - ENGINEERED ° ROOF TRUSSES PER PLAN 6 3/4 "x21" GLB. (TYP.) SEE BUCKET DTL. 19 /SD.1 SIMPSON WUS26 (TYP.) T�,P BASE PLATE 13 "13 "x314" 1/4" w/ (4) -3/4110 THREADED RODS 1 1/2" NON - SHRINK GROUT BASE EPDXIED w/ 12" MIN. EMBED AND / OR HARDPACK SHIMS - Na I}- 1 1/2" TYP. 0 0 s REINF. PER PLANS c BASE PLATE 3 CLR. BTM. 4 SIDES I 13 "AB "x3/4" L FTG. WIDTH 4 LENGTH (4) -3/4110 THREADED RODS PER PLAN AND SCHED. FREE STANDING ENTRY CANOPY 3" 0 ANGLE 3x3x1/4 CONT. W/ 3/8"0 x 5" WELD STUDS @ 24" OG @ THRESHOLD #4 BARS @ 12" EA. WAY STEEL GRATE SUMP PIT 2' -6" NOTE: SIMILAR CUT IN OTHER DIRECTION. ELEVATOR PIT FOOTING WALLS =1' -0 3/4 " =I' -0" SD.1 3/4" =I' -0" 3/4 " /2 =- D #4 VERT's o @ 12" OC i m 18" #4 HORIZ. @ 10" OC WATERSTOP- (3) #4 BARS EA. WAY %--#4 DOWELS @ 32" OC all te" 1 1/2" MINUS CLEAN DRAIN ROCK APPROX. 12" WIDE ALONG WALL 7 "-4" OP PERF. DRAIN PIPE l l'7 M z — oc 4n��� COVERED W/ DRAIN ROCK LbLwF- 1"- W r ran, W i. o N O Z Mno AND WRAPPED IN FILTER W °a U FABRIC. TO SUMP '1 , LU OR STORM z r+ L" 5D.1 n 19 W M � rM a,moo j L M 00 o6 °o ON ° . to U� cd NV]C/�PrW 0 W Eno i Q _/ N l l'7 M z — oc 4n��� Z;,1 LbLwF- 1"- W r ran, W i. o N O Z Mno z c7 L-0 r0 W °a U U z r+ to 19 W W ' z z W REVISIONS: S. of wn A'PO 82��' EXPIRES: 01 -27 -0S PROJECT TITLE: O C�7 x � 3 z W O F' a 1 p E� a a U O SHEET TITLE: FOUNDATION DETAILS DRAWN BY SHEET: SMC C 1 SD. PROTECT# 040741-S 1 14 OF 18 DATE. AUG 27, 2"04 a 2x6 STUDS @ 16" OC SHEARWALL PER PLAN 2x6 PLATE W/ 16d SOLE PLATE NAILING PER SHEARWALL EDGE NAILING PER SCHEDULE PROVIDE CONT. SUPPORT AT POST (WHERE REQ'D.) SEE 3/5D.3 SIIEARWALL EDGE NAILING PER SCHEDULE 5/8" G.W.B. PER ARCH 1 I- JOISTS PER PLAN WEB STIFFENER BY MANUFACTU (1) 1 314" x 11 7/8" W/ 10d T #B FLANGE EXTEND 36" BEYOND SIMPSON A35 PER SHEARWALL SCHEDULE DBL_ 2Y6 TOP PLATE JOIST FLOOR IF REQUIRED RER LVL CONT. RIM (U.O.N.) OF [-JOISTS EDGE OF OPENING -2x6 STUDS @ 16" OC TYPICAL FLOOR JOIST @ EXTERIOR NALL 3/4" =i' -0" 2x @ 16" OC LOAD BEARING PER PLAN S1-IEARWALL PER PLAN E.N. PER S.W. SCHED. 314" GYPCRETE 314" PLYWOOD SUBFLOOR PER PLAN 9 1/2" [-JOIST FLOOR JOISTS PER PLAN 5/8" GYP. OVER RC FURRING PER ARCH -2x4 SILL PLATE W/ I6d SOLE PLATE NAILING PER S.W. SCHED. PER HANGER I- JOISTS PER JOIST MANUF. PER PLAN EDGE NAILING 1 3/4 "x11 7/8" LVL PER S.W. SCHED. CONT. RIM W/ IOd T #B FLANGE SHEAR WALL PANEL OF I -JOIST PER PLANS CONTINUE TO BOTTOM OF JOIST 5/8" GYP. OVER RC FURRING 2x @ 16" CAC PER ARCH LOAD HEARING PER PLAN 2x4 @ 16" OC NON LOAD BEARING CORRIDOR FLOOR JOIST SHEARWALL 2x6 STUDS @ 16" OC PER PLAN 2x6 PLATE SNEARWALL EDGE W/ I6d SOLE PLATE NAILING PER NAILING PER SCHED. INTO RIM SCHEDULE W/ IOd NAILING INTO I- JOISTS BLKG. 3/4" GYPCRETE 314" PLYWOOD SUBFLOOR PROVIDE CONT. PER PLAN SUPPORT AT POST 2g I (WHERE REQ'D.) i i I- JOISTS SEE 3 /SD.3 PER PLAN SHEARWALL EDGE) I- JOISTS BLKG. @ 48" OC NAILING PER W/ EDGE NAILING SCHEDULE 1 3/4" x 11 7/8" LVL CONT. RIM W/ Iod T #B FLANGE OF [-JOISTS 5/8" G.W.B. EXTEND 16" BEYOND EDGE OF OPENING PER ARCH SIMPSON A35 PER SHEARWALL SCHEDULE DBL. 2x6 TOP PLATE 2x6 STUDS @ 16" OC TYPICAL FLOOR JOIST @ EXTERIOR END NALL 3/4" =1' -0" 3/4" PLYW SUBFLOOR PER PLAN 9 1/2" I -JOIE PER PLAN GYPCRETE _I- JOISTS PER PLAN SIMPSON HANGER W/ JOIST HANGER PER MANUF. 13/4 "x11 7/8" LVL (U.O.N.) RIM / HDR. CONT. EXTEND BEYOND OPENING MIN. 36" CORRIDOR HEADER 13/4 "x11 7/8" LVL CONT. (U.O.N.) RIM AS HEADER EXTEND 36" BEY( EDGE OF OPENING I -JOIST ARE TO BE SUPPORTED BY HANGERS OVER OPENINGS E. SEE DETAIL I /SD.2 FOR ADD'L. INFO TYPICAL FLOOR JOIST @ EXTERIOR HEADER =. #2 AT TOP OF OPENING ING + 36" 36" 3/4" =1' -0" SWEARWALL PER PLAN E.N. PER S.W. SCHED. 314" PLYWOOD SUEFLOOR PER PLAN 3/4" GYPCRETE 9 1/2" I- JOISTS PER PLAN 2x4 SILL PLATE W/ 16d PER S.W. SCHED. SIMPSON WANGERY PER MANUF. \-I-JOISTS 'PER PLAN W/ HANGER IF REQ'D BY MANUF. EDGE NAILING PER 13/4 "x11 7/8" LVL SHEARWALL SCHED. RIM CONT. 2X STUDS @ 16" OC SHEARWALL PER PLAN PER PLAN NOTE: DEEP JOIST BEARS ON WALL ADJUST WALL HEIGHT AS REQ'D. JOIST TRANSITION DETAIL 2x STUDS @ 16" OC PER PLAN WEB STIFFENER EA. SIDE IF REQUIRED BY MANUFACTURER PROVIDE CONT. SUPPORT AT POST (TYP.) SIMPSON ABS PER 5HEARWALL SCHEDULE DEL. 2x TOP PLATE - STUDS @ 16" Or- (U.O.N.) �544EARWALL PER PLAN (EDGE NAILING PER SCHEDULE) 2x SOLE PLATE W/ 16d NAILING PER SCHEDULE LVL BLKG. BTWN. JOIST W/ IOd TOE NAILS PER SCHEDULE 314" GYPCRETE 314" PLYWOOD / SUBFLOOR PER PLAN \-I- JOISTS PER PLAN W/ WEB STIFFENERS AS REQ'D. BY TRUSS MANUF. 5HEARWALL PER PLAN (EDGE NAILING PER SCHEDULE) TYPICAL CONT. I- JOISTS @ SEARING NALL 314" PLYWOOD SUBFLOOR 3/4" GYPCRETE PER PLAN I- JOISTS I- JOISTS PER PLAN PER PLAN SIMPSON HANGERS GLB. PER PLAN-/ PER SCHEDULE OR JOIST MANUFACTURER GLULAM BEAM OR 314" PLYWOOD SUBFLOOR 3/4" GYPCRETE PER PLAN I - JOISTS PER PLAN I- JOISTS PER PLAN LVL PER PLAN WHEN MULTI -PLY SIMPSON HANGERS LVL IS USED PER SCHEDULE OR LAMINATE LVL PLYS JOIST MANUFACTURER TOGETHER PER MANUFACTURERS REQUIREMENTS LVL BEAM TYPICAL SEAM SECTION I -JOIST BLOCKING @ 48" OC W/ EDGE NAILING 11 7/8" I- JOISTS PARALLEL TO WALL 2x STUD! @ 16" OG SHEAR WALL PER PLAN .-2X4 SILL PLATE W/ 16d PER S.W. SCHED. INTO LVL BLOCKING 314 "x11 7/8" LVL RIM �3/4" PLYWOOD SUBFLOOR " 9 1/2" CORRIDOR JOISTS W/ HANGER BY SUPPLIER -E.N. PER S.W. SGWED. DOUBLE TOP PLATE SHEARWALL PER PLAN SECTION @ CORRIDOR 3/4" =1' -0" D. 3/4 " =1' -0" D. 3/4" =1' -0" D. 3/411=1' -0" D. 3/4 11=1' -0" D. SWFARWALL 2x4 STUDS @ 16 2x4 STUDS @ 16" OC " OC 2x STUDS @ 16" OC PER PLAN 45HEARNALL EDGE 2x4 PLATE /-2x4 PLATE NAILING PER W/ (2) 12d NAILS @ 48" OC W/ (2) 12d NAILS @ 16" OC 2x4 PLATE W/ 16d SCHEDULE " 3/4" PLYWOOD NAILING PER SCHED. 3/4" GYPCRETE 314" GYPCRETE 3/4 PLYWOOD 3/4" PLYWOOD Lf. u / SUEFLOOR PER PLAN SUBFLOOR PER PLAN SUBFLOOR PER PLAN OR I- JOISTS PER PLAN I JOISTS PER PLAN LDBL. I- JOISTS u I- JOISTS BLKG. PANEL I- JOISTS UNDER WALL PER PLAN PLACE [-JOIST IOd @ 12 OC @ 48" OC TOE NAILED PER PLAN ABOVE WALL AS DBL. 2x TOP PLATE TO I- JOISTS SHEAR TRANSFER 2x STUDS @ 16" OC 2x6 STUDS @ 16" OC Fo-R-71 SHEAR PANEL SPEARWALL PER PLAN 2x NON -BRNG. WALL 2x NON -BRNG. WALL PER PLAN EDGE NAILING (2) Ibd @ b" OC 3/4" GYPCRETE 314" GYPCRETE 2x PLATE 314" GYPCRETE 2x STUDS @ 16 OC SHEARWALL EDGE PER S.W. SCHED. 3/4" FLOOR W/ (2) 12d NAILS NAILING PER 3/4" PLYWOOD 2x SLKG. SHEATHING 314" PLYWOOD @ �• JOIST 2x PLATE W/ (2) 12d SCHEDULE 2x @ 16" OC 3/4 PLYWOOD 2x4 PLATE W/ 16d �� NAILS @ EA. JOIST SUBFLOOR LOAD SEARING SUBFLOOR SOLE PLATE 3/4" GYPCRETE PER PLAN PER PLAN WEB STIFFENER PER PLAN I- JOISTS SUBFLOOR [-JOISTS BLKG. PANEL NAILING PER SCHED. AS REQUIRED PER PLAN PER PLAN BTWN. JOISTS @ 4' -0" OC 314" PLYWOOD 3/4" GYPCRETE SUHFLOOR PER PLAN 1 3/4x11 7/8 LVL GONT. RIM i z lug I- JOISTS _ W/ lOd T #8 FLANGE PER PLAN I JOISTS OF I -JOIST I -JOIST PER PLAN 2x B KG. CANT. I -JOIST ' I OR I I JOIST PER PLAN PER PLAN SPACING E.N. IF MAX. 1' -0" CANT. WEB STIFFENER 3 1/2 "x11 7/8" LVL DBL. 2x TOP PLATE EDGE NAILING I- JOISTS 2' -0" CANT. @ SIM 6' -0" AS REQ'D. a N a PER S.W. SCHED. PER PLAN HANGER U SIMPSON DTC TRUSS - U SIMPSON DTC TRUSS 2x STUDS @ 16" OC " " SHEARWALL PER JOIST CLIP @ 4' -O" OC CLIP @ 4' -O" OC S14EARWALLS C #D AND LOAD BEARING SHEAR WALL 13/ x11 /8 LVL PER PLAN 2x6 STUDS @ 16" OC MANUF. RIM /HDR. CONT. 2x NON -BRNG. WALL 2x NON -BRNG. WALL PER PLANS 2x @ 16" OC LOAD BEARING PER PLAN TYPICAL FLOOR JOIST @ NON - BEARING NALL 10 INTERIOR SHEARNALL 11 CHANGE IN JOIST DIRECTION 12 CANTILEVERED FLOOR JOIST 18 3/4 " =1' -0" D. 3/4 " =1' -0" D. 3/4" =1' -0" D. 3/4" =1' -0" D. 3/4" GYPCRETE 314" GYPCRETE 1 3/4 "x11 7/8" 1 3/4 "x11 7/8" LVL RIM JOIST LVL RIM JOIST 3/4" PLYWOOD 314" PLYWOOD 16d @ 6" OC INTO lbd @ 6" OC INTO FLOOR SHEATHING FLOOR SHEATHING RIM BOARD RIM BOARD 1/2" PLYWOOD 1/2" PLYWOOD FLASHING PER ARCH. FLASI ZING PER ARCH. RISERS RISERS COLUMN LVL RIM PER PLAN LVL RIM PER PLAN BULLNOSED BULLNOSED BEAM 4x (ox LVL lOd T #B FLANGE WATER PROOF DECK w /lOd T #B FLANGE WATER PROOF DECK 2x12 TREADS 2x12 TREADS 4x CCQ445DS2.5 CCQ46SDS2.5 6x CCQ645DS2.5 CCQ66SDS2.5 0 OF JOIST PER ARCH OF JOIST PER ARCH ---- 0 0 0 0 1 1/2" I- JOISTS PER PLAN 1 1/2" 11 314" I- JOISTS 3 I/8 GLIB CCQ3- 4SDS2.5 CC03- 6SD52.5 M SIMPSON ABS W/ WEB STIFFENERS EA. SIDE ABS F EA. SIDE OF @BEARING EA. SIDE OF @ I6 OC 5 I/8 GLB CGQ5- 4SDS2.5 CG45- 69DS2.5 4 I/2" TYP. 4 I/2" TYP. CENTER JACK CENTER JACK 6 3/4 G CC07- 4SD52.5 CC07- 6SDS2.5 BEAM PER PLAN (2) 2x8 HEADER 3 I/2 LVL CGQ44SDS2.5 CCQ465D52.5 5 114 LVL CCQ5- 4SD52.5 CC- 65D52.5 „ SIMPSON CCQ SERIES 2x10 HF #2 (P.T.) 2x10 AF #2 (P.T.) 2x4 STUDS @ 16 OG 7 LVL CC7 I/8 -4 CC7 1/8 -6 COLUMN CAPS SEE @ 16" OC PER PLAN @ 16" OG PER PLAN NOTCHED 2x12 STAIR JACKS NOTCHED 2xI2 STAIR JACKS TABLE (U.O.N.) FLOOR JOISTS (1) EA. SIDE # (1) CENTER (1) EA. SIDE # (1) CENTER SIMPSON LB 210 SIMPSON LB 210 FACE NAIL SIDE JACKS FACE NAIL SIDE JACKS USEBEAM SERIES FLOOR JOISTS W/ (2) 16d EA. STUD. PER PLAN W /(6) lGd NAILS PER PLAN W/(6) 10d NAILS ^ W/ (2) 16d EA. STUD. CCQ AT CONT. BEAMS COLUMN PER PLAN 2x10 LEDGER 2x10 LEDGER v ) 5/8" G.W.B. TYPE "X" W/ 1/2 "0 M.E.'s W/ I/2 "0 M.B.'s 5/8" G.W.B. TYPE "X" (IF AREA UNDER STAIR IS USED) @ 12" OC @ 12" OC (IF AREA UNDER STAIR IS USED) tj SEE I /5D.2 FOR SEE I /SD.2 FOR 1ADDITIONAL INF01 ADDITIONAL INFO TYPICAL STAIR FRAMING 14 TYPICAL STAIR FRAMING 15 BEAM TO COLUMN CONNECTION 16 TYPICAL DECK FRAMING DETAIL 17 TYPICAL DECK FRAMING DETAIL riiI =i' -0" 3/4=11 -0 3/4=1' -0 W 3/4 " 3/411-11-011 IL a. 4, 41 zd. 4i w M r- M tn lj Q M00 0) bQ M c 0000 °o N Uy�� c14 C/) con P- W T�P_-� V1 W 0 rn Z Q Lj M ('no, M tn� M �"u I- :5 W zm� J '.. W OMn V Z Z��RR MK ^M ' V 0000 ��.. V W � a z W W ' z z W REVISIONS: S. �S ov wks f, y ADO �182� �S`SIQYAL �� EXPIRES: 01 -27 -05 PROJECT TITLE: O E-� C7 x c z w w H o w--1 a C7 zU H H � H O SHEET TITLE: FLOOR FRAMING DETAILS DRAWNBY SHEET: SMC PROJECT #: 040741 -S S D .2 DATE AUG 27, 2004 15 OF 18 I J SCHED. INTO RIM W/ 10d NAIL INTO EACH 3/4" GYPCRETE 3 14" PLYWOOD SUB L 3 i i JOIST FLOOR IF REQUIRED RER LVL CONT. RIM (U.O.N.) OF [-JOISTS EDGE OF OPENING -2x6 STUDS @ 16" OC TYPICAL FLOOR JOIST @ EXTERIOR NALL 3/4" =i' -0" 2x @ 16" OC LOAD BEARING PER PLAN S1-IEARWALL PER PLAN E.N. PER S.W. SCHED. 314" GYPCRETE 314" PLYWOOD SUBFLOOR PER PLAN 9 1/2" [-JOIST FLOOR JOISTS PER PLAN 5/8" GYP. OVER RC FURRING PER ARCH -2x4 SILL PLATE W/ I6d SOLE PLATE NAILING PER S.W. SCHED. PER HANGER I- JOISTS PER JOIST MANUF. PER PLAN EDGE NAILING 1 3/4 "x11 7/8" LVL PER S.W. SCHED. CONT. RIM W/ IOd T #B FLANGE SHEAR WALL PANEL OF I -JOIST PER PLANS CONTINUE TO BOTTOM OF JOIST 5/8" GYP. OVER RC FURRING 2x @ 16" CAC PER ARCH LOAD HEARING PER PLAN 2x4 @ 16" OC NON LOAD BEARING CORRIDOR FLOOR JOIST SHEARWALL 2x6 STUDS @ 16" OC PER PLAN 2x6 PLATE SNEARWALL EDGE W/ I6d SOLE PLATE NAILING PER NAILING PER SCHED. INTO RIM SCHEDULE W/ IOd NAILING INTO I- JOISTS BLKG. 3/4" GYPCRETE 314" PLYWOOD SUBFLOOR PROVIDE CONT. PER PLAN SUPPORT AT POST 2g I (WHERE REQ'D.) i i I- JOISTS SEE 3 /SD.3 PER PLAN SHEARWALL EDGE) I- JOISTS BLKG. @ 48" OC NAILING PER W/ EDGE NAILING SCHEDULE 1 3/4" x 11 7/8" LVL CONT. RIM W/ Iod T #B FLANGE OF [-JOISTS 5/8" G.W.B. EXTEND 16" BEYOND EDGE OF OPENING PER ARCH SIMPSON A35 PER SHEARWALL SCHEDULE DBL. 2x6 TOP PLATE 2x6 STUDS @ 16" OC TYPICAL FLOOR JOIST @ EXTERIOR END NALL 3/4" =1' -0" 3/4" PLYW SUBFLOOR PER PLAN 9 1/2" I -JOIE PER PLAN GYPCRETE _I- JOISTS PER PLAN SIMPSON HANGER W/ JOIST HANGER PER MANUF. 13/4 "x11 7/8" LVL (U.O.N.) RIM / HDR. CONT. EXTEND BEYOND OPENING MIN. 36" CORRIDOR HEADER 13/4 "x11 7/8" LVL CONT. (U.O.N.) RIM AS HEADER EXTEND 36" BEY( EDGE OF OPENING I -JOIST ARE TO BE SUPPORTED BY HANGERS OVER OPENINGS E. SEE DETAIL I /SD.2 FOR ADD'L. INFO TYPICAL FLOOR JOIST @ EXTERIOR HEADER =. #2 AT TOP OF OPENING ING + 36" 36" 3/4" =1' -0" SWEARWALL PER PLAN E.N. PER S.W. SCHED. 314" PLYWOOD SUEFLOOR PER PLAN 3/4" GYPCRETE 9 1/2" I- JOISTS PER PLAN 2x4 SILL PLATE W/ 16d PER S.W. SCHED. SIMPSON WANGERY PER MANUF. \-I-JOISTS 'PER PLAN W/ HANGER IF REQ'D BY MANUF. EDGE NAILING PER 13/4 "x11 7/8" LVL SHEARWALL SCHED. RIM CONT. 2X STUDS @ 16" OC SHEARWALL PER PLAN PER PLAN NOTE: DEEP JOIST BEARS ON WALL ADJUST WALL HEIGHT AS REQ'D. JOIST TRANSITION DETAIL 2x STUDS @ 16" OC PER PLAN WEB STIFFENER EA. SIDE IF REQUIRED BY MANUFACTURER PROVIDE CONT. SUPPORT AT POST (TYP.) SIMPSON ABS PER 5HEARWALL SCHEDULE DEL. 2x TOP PLATE - STUDS @ 16" Or- (U.O.N.) �544EARWALL PER PLAN (EDGE NAILING PER SCHEDULE) 2x SOLE PLATE W/ 16d NAILING PER SCHEDULE LVL BLKG. BTWN. JOIST W/ IOd TOE NAILS PER SCHEDULE 314" GYPCRETE 314" PLYWOOD / SUBFLOOR PER PLAN \-I- JOISTS PER PLAN W/ WEB STIFFENERS AS REQ'D. BY TRUSS MANUF. 5HEARWALL PER PLAN (EDGE NAILING PER SCHEDULE) TYPICAL CONT. I- JOISTS @ SEARING NALL 314" PLYWOOD SUBFLOOR 3/4" GYPCRETE PER PLAN I- JOISTS I- JOISTS PER PLAN PER PLAN SIMPSON HANGERS GLB. PER PLAN-/ PER SCHEDULE OR JOIST MANUFACTURER GLULAM BEAM OR 314" PLYWOOD SUBFLOOR 3/4" GYPCRETE PER PLAN I - JOISTS PER PLAN I- JOISTS PER PLAN LVL PER PLAN WHEN MULTI -PLY SIMPSON HANGERS LVL IS USED PER SCHEDULE OR LAMINATE LVL PLYS JOIST MANUFACTURER TOGETHER PER MANUFACTURERS REQUIREMENTS LVL BEAM TYPICAL SEAM SECTION I -JOIST BLOCKING @ 48" OC W/ EDGE NAILING 11 7/8" I- JOISTS PARALLEL TO WALL 2x STUD! @ 16" OG SHEAR WALL PER PLAN .-2X4 SILL PLATE W/ 16d PER S.W. SCHED. INTO LVL BLOCKING 314 "x11 7/8" LVL RIM �3/4" PLYWOOD SUBFLOOR " 9 1/2" CORRIDOR JOISTS W/ HANGER BY SUPPLIER -E.N. PER S.W. SGWED. DOUBLE TOP PLATE SHEARWALL PER PLAN SECTION @ CORRIDOR 3/4" =1' -0" D. 3/4 " =1' -0" D. 3/4" =1' -0" D. 3/411=1' -0" D. 3/4 11=1' -0" D. SWFARWALL 2x4 STUDS @ 16 2x4 STUDS @ 16" OC " OC 2x STUDS @ 16" OC PER PLAN 45HEARNALL EDGE 2x4 PLATE /-2x4 PLATE NAILING PER W/ (2) 12d NAILS @ 48" OC W/ (2) 12d NAILS @ 16" OC 2x4 PLATE W/ 16d SCHEDULE " 3/4" PLYWOOD NAILING PER SCHED. 3/4" GYPCRETE 314" GYPCRETE 3/4 PLYWOOD 3/4" PLYWOOD Lf. u / SUEFLOOR PER PLAN SUBFLOOR PER PLAN SUBFLOOR PER PLAN OR I- JOISTS PER PLAN I JOISTS PER PLAN LDBL. I- JOISTS u I- JOISTS BLKG. PANEL I- JOISTS UNDER WALL PER PLAN PLACE [-JOIST IOd @ 12 OC @ 48" OC TOE NAILED PER PLAN ABOVE WALL AS DBL. 2x TOP PLATE TO I- JOISTS SHEAR TRANSFER 2x STUDS @ 16" OC 2x6 STUDS @ 16" OC Fo-R-71 SHEAR PANEL SPEARWALL PER PLAN 2x NON -BRNG. WALL 2x NON -BRNG. WALL PER PLAN EDGE NAILING (2) Ibd @ b" OC 3/4" GYPCRETE 314" GYPCRETE 2x PLATE 314" GYPCRETE 2x STUDS @ 16 OC SHEARWALL EDGE PER S.W. SCHED. 3/4" FLOOR W/ (2) 12d NAILS NAILING PER 3/4" PLYWOOD 2x SLKG. SHEATHING 314" PLYWOOD @ �• JOIST 2x PLATE W/ (2) 12d SCHEDULE 2x @ 16" OC 3/4 PLYWOOD 2x4 PLATE W/ 16d �� NAILS @ EA. JOIST SUBFLOOR LOAD SEARING SUBFLOOR SOLE PLATE 3/4" GYPCRETE PER PLAN PER PLAN WEB STIFFENER PER PLAN I- JOISTS SUBFLOOR [-JOISTS BLKG. PANEL NAILING PER SCHED. AS REQUIRED PER PLAN PER PLAN BTWN. JOISTS @ 4' -0" OC 314" PLYWOOD 3/4" GYPCRETE SUHFLOOR PER PLAN 1 3/4x11 7/8 LVL GONT. RIM i z lug I- JOISTS _ W/ lOd T #8 FLANGE PER PLAN I JOISTS OF I -JOIST I -JOIST PER PLAN 2x B KG. CANT. I -JOIST ' I OR I I JOIST PER PLAN PER PLAN SPACING E.N. IF MAX. 1' -0" CANT. WEB STIFFENER 3 1/2 "x11 7/8" LVL DBL. 2x TOP PLATE EDGE NAILING I- JOISTS 2' -0" CANT. @ SIM 6' -0" AS REQ'D. a N a PER S.W. SCHED. PER PLAN HANGER U SIMPSON DTC TRUSS - U SIMPSON DTC TRUSS 2x STUDS @ 16" OC " " SHEARWALL PER JOIST CLIP @ 4' -O" OC CLIP @ 4' -O" OC S14EARWALLS C #D AND LOAD BEARING SHEAR WALL 13/ x11 /8 LVL PER PLAN 2x6 STUDS @ 16" OC MANUF. RIM /HDR. CONT. 2x NON -BRNG. WALL 2x NON -BRNG. WALL PER PLANS 2x @ 16" OC LOAD BEARING PER PLAN TYPICAL FLOOR JOIST @ NON - BEARING NALL 10 INTERIOR SHEARNALL 11 CHANGE IN JOIST DIRECTION 12 CANTILEVERED FLOOR JOIST 18 3/4 " =1' -0" D. 3/4 " =1' -0" D. 3/4" =1' -0" D. 3/4" =1' -0" D. 3/4" GYPCRETE 314" GYPCRETE 1 3/4 "x11 7/8" 1 3/4 "x11 7/8" LVL RIM JOIST LVL RIM JOIST 3/4" PLYWOOD 314" PLYWOOD 16d @ 6" OC INTO lbd @ 6" OC INTO FLOOR SHEATHING FLOOR SHEATHING RIM BOARD RIM BOARD 1/2" PLYWOOD 1/2" PLYWOOD FLASHING PER ARCH. FLASI ZING PER ARCH. RISERS RISERS COLUMN LVL RIM PER PLAN LVL RIM PER PLAN BULLNOSED BULLNOSED BEAM 4x (ox LVL lOd T #B FLANGE WATER PROOF DECK w /lOd T #B FLANGE WATER PROOF DECK 2x12 TREADS 2x12 TREADS 4x CCQ445DS2.5 CCQ46SDS2.5 6x CCQ645DS2.5 CCQ66SDS2.5 0 OF JOIST PER ARCH OF JOIST PER ARCH ---- 0 0 0 0 1 1/2" I- JOISTS PER PLAN 1 1/2" 11 314" I- JOISTS 3 I/8 GLIB CCQ3- 4SDS2.5 CC03- 6SD52.5 M SIMPSON ABS W/ WEB STIFFENERS EA. SIDE ABS F EA. SIDE OF @BEARING EA. SIDE OF @ I6 OC 5 I/8 GLB CGQ5- 4SDS2.5 CG45- 69DS2.5 4 I/2" TYP. 4 I/2" TYP. CENTER JACK CENTER JACK 6 3/4 G CC07- 4SD52.5 CC07- 6SDS2.5 BEAM PER PLAN (2) 2x8 HEADER 3 I/2 LVL CGQ44SDS2.5 CCQ465D52.5 5 114 LVL CCQ5- 4SD52.5 CC- 65D52.5 „ SIMPSON CCQ SERIES 2x10 HF #2 (P.T.) 2x10 AF #2 (P.T.) 2x4 STUDS @ 16 OG 7 LVL CC7 I/8 -4 CC7 1/8 -6 COLUMN CAPS SEE @ 16" OC PER PLAN @ 16" OG PER PLAN NOTCHED 2x12 STAIR JACKS NOTCHED 2xI2 STAIR JACKS TABLE (U.O.N.) FLOOR JOISTS (1) EA. SIDE # (1) CENTER (1) EA. SIDE # (1) CENTER SIMPSON LB 210 SIMPSON LB 210 FACE NAIL SIDE JACKS FACE NAIL SIDE JACKS USEBEAM SERIES FLOOR JOISTS W/ (2) 16d EA. STUD. PER PLAN W /(6) lGd NAILS PER PLAN W/(6) 10d NAILS ^ W/ (2) 16d EA. STUD. CCQ AT CONT. BEAMS COLUMN PER PLAN 2x10 LEDGER 2x10 LEDGER v ) 5/8" G.W.B. TYPE "X" W/ 1/2 "0 M.E.'s W/ I/2 "0 M.B.'s 5/8" G.W.B. TYPE "X" (IF AREA UNDER STAIR IS USED) @ 12" OC @ 12" OC (IF AREA UNDER STAIR IS USED) tj SEE I /5D.2 FOR SEE I /SD.2 FOR 1ADDITIONAL INF01 ADDITIONAL INFO TYPICAL STAIR FRAMING 14 TYPICAL STAIR FRAMING 15 BEAM TO COLUMN CONNECTION 16 TYPICAL DECK FRAMING DETAIL 17 TYPICAL DECK FRAMING DETAIL riiI =i' -0" 3/4=11 -0 3/4=1' -0 W 3/4 " 3/411-11-011 IL a. 4, 41 zd. 4i w M r- M tn lj Q M00 0) bQ M c 0000 °o N Uy�� c14 C/) con P- W T�P_-� V1 W 0 rn Z Q Lj M ('no, M tn� M �"u I- :5 W zm� J '.. W OMn V Z Z��RR MK ^M ' V 0000 ��.. V W � a z W W ' z z W REVISIONS: S. �S ov wks f, y ADO �182� �S`SIQYAL �� EXPIRES: 01 -27 -05 PROJECT TITLE: O E-� C7 x c z w w H o w--1 a C7 zU H H � H O SHEET TITLE: FLOOR FRAMING DETAILS DRAWNBY SHEET: SMC PROJECT #: 040741 -S S D .2 DATE AUG 27, 2004 15 OF 18 I J SHEARWALL 2x6 STUDS @ 16" OC PER PLAN 2x6 PLATE SNEARWALL EDGE W/ I6d SOLE PLATE NAILING PER NAILING PER SCHED. INTO RIM SCHEDULE W/ IOd NAILING INTO I- JOISTS BLKG. 3/4" GYPCRETE 314" PLYWOOD SUBFLOOR PROVIDE CONT. PER PLAN SUPPORT AT POST 2g I (WHERE REQ'D.) i i I- JOISTS SEE 3 /SD.3 PER PLAN SHEARWALL EDGE) I- JOISTS BLKG. @ 48" OC NAILING PER W/ EDGE NAILING SCHEDULE 1 3/4" x 11 7/8" LVL CONT. RIM W/ Iod T #B FLANGE OF [-JOISTS 5/8" G.W.B. EXTEND 16" BEYOND EDGE OF OPENING PER ARCH SIMPSON A35 PER SHEARWALL SCHEDULE DBL. 2x6 TOP PLATE 2x6 STUDS @ 16" OC TYPICAL FLOOR JOIST @ EXTERIOR END NALL 3/4" =1' -0" 3/4" PLYW SUBFLOOR PER PLAN 9 1/2" I -JOIE PER PLAN GYPCRETE _I- JOISTS PER PLAN SIMPSON HANGER W/ JOIST HANGER PER MANUF. 13/4 "x11 7/8" LVL (U.O.N.) RIM / HDR. CONT. EXTEND BEYOND OPENING MIN. 36" CORRIDOR HEADER 13/4 "x11 7/8" LVL CONT. (U.O.N.) RIM AS HEADER EXTEND 36" BEY( EDGE OF OPENING I -JOIST ARE TO BE SUPPORTED BY HANGERS OVER OPENINGS E. SEE DETAIL I /SD.2 FOR ADD'L. INFO TYPICAL FLOOR JOIST @ EXTERIOR HEADER =. #2 AT TOP OF OPENING ING + 36" 36" 3/4" =1' -0" SWEARWALL PER PLAN E.N. PER S.W. SCHED. 314" PLYWOOD SUEFLOOR PER PLAN 3/4" GYPCRETE 9 1/2" I- JOISTS PER PLAN 2x4 SILL PLATE W/ 16d PER S.W. SCHED. SIMPSON WANGERY PER MANUF. \-I-JOISTS 'PER PLAN W/ HANGER IF REQ'D BY MANUF. EDGE NAILING PER 13/4 "x11 7/8" LVL SHEARWALL SCHED. RIM CONT. 2X STUDS @ 16" OC SHEARWALL PER PLAN PER PLAN NOTE: DEEP JOIST BEARS ON WALL ADJUST WALL HEIGHT AS REQ'D. JOIST TRANSITION DETAIL 2x STUDS @ 16" OC PER PLAN WEB STIFFENER EA. SIDE IF REQUIRED BY MANUFACTURER PROVIDE CONT. SUPPORT AT POST (TYP.) SIMPSON ABS PER 5HEARWALL SCHEDULE DEL. 2x TOP PLATE - STUDS @ 16" Or- (U.O.N.) �544EARWALL PER PLAN (EDGE NAILING PER SCHEDULE) 2x SOLE PLATE W/ 16d NAILING PER SCHEDULE LVL BLKG. BTWN. JOIST W/ IOd TOE NAILS PER SCHEDULE 314" GYPCRETE 314" PLYWOOD / SUBFLOOR PER PLAN \-I- JOISTS PER PLAN W/ WEB STIFFENERS AS REQ'D. BY TRUSS MANUF. 5HEARWALL PER PLAN (EDGE NAILING PER SCHEDULE) TYPICAL CONT. I- JOISTS @ SEARING NALL 314" PLYWOOD SUBFLOOR 3/4" GYPCRETE PER PLAN I- JOISTS I- JOISTS PER PLAN PER PLAN SIMPSON HANGERS GLB. PER PLAN-/ PER SCHEDULE OR JOIST MANUFACTURER GLULAM BEAM OR 314" PLYWOOD SUBFLOOR 3/4" GYPCRETE PER PLAN I - JOISTS PER PLAN I- JOISTS PER PLAN LVL PER PLAN WHEN MULTI -PLY SIMPSON HANGERS LVL IS USED PER SCHEDULE OR LAMINATE LVL PLYS JOIST MANUFACTURER TOGETHER PER MANUFACTURERS REQUIREMENTS LVL BEAM TYPICAL SEAM SECTION I -JOIST BLOCKING @ 48" OC W/ EDGE NAILING 11 7/8" I- JOISTS PARALLEL TO WALL 2x STUD! @ 16" OG SHEAR WALL PER PLAN .-2X4 SILL PLATE W/ 16d PER S.W. SCHED. INTO LVL BLOCKING 314 "x11 7/8" LVL RIM �3/4" PLYWOOD SUBFLOOR " 9 1/2" CORRIDOR JOISTS W/ HANGER BY SUPPLIER -E.N. PER S.W. SGWED. DOUBLE TOP PLATE SHEARWALL PER PLAN SECTION @ CORRIDOR 3/4" =1' -0" D. 3/4 " =1' -0" D. 3/4" =1' -0" D. 3/411=1' -0" D. 3/4 11=1' -0" D. SWFARWALL 2x4 STUDS @ 16 2x4 STUDS @ 16" OC " OC 2x STUDS @ 16" OC PER PLAN 45HEARNALL EDGE 2x4 PLATE /-2x4 PLATE NAILING PER W/ (2) 12d NAILS @ 48" OC W/ (2) 12d NAILS @ 16" OC 2x4 PLATE W/ 16d SCHEDULE " 3/4" PLYWOOD NAILING PER SCHED. 3/4" GYPCRETE 314" GYPCRETE 3/4 PLYWOOD 3/4" PLYWOOD Lf. u / SUEFLOOR PER PLAN SUBFLOOR PER PLAN SUBFLOOR PER PLAN OR I- JOISTS PER PLAN I JOISTS PER PLAN LDBL. I- JOISTS u I- JOISTS BLKG. PANEL I- JOISTS UNDER WALL PER PLAN PLACE [-JOIST IOd @ 12 OC @ 48" OC TOE NAILED PER PLAN ABOVE WALL AS DBL. 2x TOP PLATE TO I- JOISTS SHEAR TRANSFER 2x STUDS @ 16" OC 2x6 STUDS @ 16" OC Fo-R-71 SHEAR PANEL SPEARWALL PER PLAN 2x NON -BRNG. WALL 2x NON -BRNG. WALL PER PLAN EDGE NAILING (2) Ibd @ b" OC 3/4" GYPCRETE 314" GYPCRETE 2x PLATE 314" GYPCRETE 2x STUDS @ 16 OC SHEARWALL EDGE PER S.W. SCHED. 3/4" FLOOR W/ (2) 12d NAILS NAILING PER 3/4" PLYWOOD 2x SLKG. SHEATHING 314" PLYWOOD @ �• JOIST 2x PLATE W/ (2) 12d SCHEDULE 2x @ 16" OC 3/4 PLYWOOD 2x4 PLATE W/ 16d �� NAILS @ EA. JOIST SUBFLOOR LOAD SEARING SUBFLOOR SOLE PLATE 3/4" GYPCRETE PER PLAN PER PLAN WEB STIFFENER PER PLAN I- JOISTS SUBFLOOR [-JOISTS BLKG. PANEL NAILING PER SCHED. AS REQUIRED PER PLAN PER PLAN BTWN. JOISTS @ 4' -0" OC 314" PLYWOOD 3/4" GYPCRETE SUHFLOOR PER PLAN 1 3/4x11 7/8 LVL GONT. RIM i z lug I- JOISTS _ W/ lOd T #8 FLANGE PER PLAN I JOISTS OF I -JOIST I -JOIST PER PLAN 2x B KG. CANT. I -JOIST ' I OR I I JOIST PER PLAN PER PLAN SPACING E.N. IF MAX. 1' -0" CANT. WEB STIFFENER 3 1/2 "x11 7/8" LVL DBL. 2x TOP PLATE EDGE NAILING I- JOISTS 2' -0" CANT. @ SIM 6' -0" AS REQ'D. a N a PER S.W. SCHED. PER PLAN HANGER U SIMPSON DTC TRUSS - U SIMPSON DTC TRUSS 2x STUDS @ 16" OC " " SHEARWALL PER JOIST CLIP @ 4' -O" OC CLIP @ 4' -O" OC S14EARWALLS C #D AND LOAD BEARING SHEAR WALL 13/ x11 /8 LVL PER PLAN 2x6 STUDS @ 16" OC MANUF. RIM /HDR. CONT. 2x NON -BRNG. WALL 2x NON -BRNG. WALL PER PLANS 2x @ 16" OC LOAD BEARING PER PLAN TYPICAL FLOOR JOIST @ NON - BEARING NALL 10 INTERIOR SHEARNALL 11 CHANGE IN JOIST DIRECTION 12 CANTILEVERED FLOOR JOIST 18 3/4 " =1' -0" D. 3/4 " =1' -0" D. 3/4" =1' -0" D. 3/4" =1' -0" D. 3/4" GYPCRETE 314" GYPCRETE 1 3/4 "x11 7/8" 1 3/4 "x11 7/8" LVL RIM JOIST LVL RIM JOIST 3/4" PLYWOOD 314" PLYWOOD 16d @ 6" OC INTO lbd @ 6" OC INTO FLOOR SHEATHING FLOOR SHEATHING RIM BOARD RIM BOARD 1/2" PLYWOOD 1/2" PLYWOOD FLASHING PER ARCH. FLASI ZING PER ARCH. RISERS RISERS COLUMN LVL RIM PER PLAN LVL RIM PER PLAN BULLNOSED BULLNOSED BEAM 4x (ox LVL lOd T #B FLANGE WATER PROOF DECK w /lOd T #B FLANGE WATER PROOF DECK 2x12 TREADS 2x12 TREADS 4x CCQ445DS2.5 CCQ46SDS2.5 6x CCQ645DS2.5 CCQ66SDS2.5 0 OF JOIST PER ARCH OF JOIST PER ARCH ---- 0 0 0 0 1 1/2" I- JOISTS PER PLAN 1 1/2" 11 314" I- JOISTS 3 I/8 GLIB CCQ3- 4SDS2.5 CC03- 6SD52.5 M SIMPSON ABS W/ WEB STIFFENERS EA. SIDE ABS F EA. SIDE OF @BEARING EA. SIDE OF @ I6 OC 5 I/8 GLB CGQ5- 4SDS2.5 CG45- 69DS2.5 4 I/2" TYP. 4 I/2" TYP. CENTER JACK CENTER JACK 6 3/4 G CC07- 4SD52.5 CC07- 6SDS2.5 BEAM PER PLAN (2) 2x8 HEADER 3 I/2 LVL CGQ44SDS2.5 CCQ465D52.5 5 114 LVL CCQ5- 4SD52.5 CC- 65D52.5 „ SIMPSON CCQ SERIES 2x10 HF #2 (P.T.) 2x10 AF #2 (P.T.) 2x4 STUDS @ 16 OG 7 LVL CC7 I/8 -4 CC7 1/8 -6 COLUMN CAPS SEE @ 16" OC PER PLAN @ 16" OG PER PLAN NOTCHED 2x12 STAIR JACKS NOTCHED 2xI2 STAIR JACKS TABLE (U.O.N.) FLOOR JOISTS (1) EA. SIDE # (1) CENTER (1) EA. SIDE # (1) CENTER SIMPSON LB 210 SIMPSON LB 210 FACE NAIL SIDE JACKS FACE NAIL SIDE JACKS USEBEAM SERIES FLOOR JOISTS W/ (2) 16d EA. STUD. PER PLAN W /(6) lGd NAILS PER PLAN W/(6) 10d NAILS ^ W/ (2) 16d EA. STUD. CCQ AT CONT. BEAMS COLUMN PER PLAN 2x10 LEDGER 2x10 LEDGER v ) 5/8" G.W.B. TYPE "X" W/ 1/2 "0 M.E.'s W/ I/2 "0 M.B.'s 5/8" G.W.B. TYPE "X" (IF AREA UNDER STAIR IS USED) @ 12" OC @ 12" OC (IF AREA UNDER STAIR IS USED) tj SEE I /5D.2 FOR SEE I /SD.2 FOR 1ADDITIONAL INF01 ADDITIONAL INFO TYPICAL STAIR FRAMING 14 TYPICAL STAIR FRAMING 15 BEAM TO COLUMN CONNECTION 16 TYPICAL DECK FRAMING DETAIL 17 TYPICAL DECK FRAMING DETAIL riiI =i' -0" 3/4=11 -0 3/4=1' -0 W 3/4 " 3/411-11-011 IL a. 4, 41 zd. 4i w M r- M tn lj Q M00 0) bQ M c 0000 °o N Uy�� c14 C/) con P- W T�P_-� V1 W 0 rn Z Q Lj M ('no, M tn� M �"u I- :5 W zm� J '.. W OMn V Z Z��RR MK ^M ' V 0000 ��.. V W � a z W W ' z z W REVISIONS: S. �S ov wks f, y ADO �182� �S`SIQYAL �� EXPIRES: 01 -27 -05 PROJECT TITLE: O E-� C7 x c z w w H o w--1 a C7 zU H H � H O SHEET TITLE: FLOOR FRAMING DETAILS DRAWNBY SHEET: SMC PROJECT #: 040741 -S S D .2 DATE AUG 27, 2004 15 OF 18 I J 3/4" =1' -0" 3/4" PLYW SUBFLOOR PER PLAN 9 1/2" I -JOIE PER PLAN GYPCRETE _I- JOISTS PER PLAN SIMPSON HANGER W/ JOIST HANGER PER MANUF. 13/4 "x11 7/8" LVL (U.O.N.) RIM / HDR. CONT. EXTEND BEYOND OPENING MIN. 36" CORRIDOR HEADER 13/4 "x11 7/8" LVL CONT. (U.O.N.) RIM AS HEADER EXTEND 36" BEY( EDGE OF OPENING I -JOIST ARE TO BE SUPPORTED BY HANGERS OVER OPENINGS E. SEE DETAIL I /SD.2 FOR ADD'L. INFO TYPICAL FLOOR JOIST @ EXTERIOR HEADER =. #2 AT TOP OF OPENING ING + 36" 36" 3/4" =1' -0" SWEARWALL PER PLAN E.N. PER S.W. SCHED. 314" PLYWOOD SUEFLOOR PER PLAN 3/4" GYPCRETE 9 1/2" I- JOISTS PER PLAN 2x4 SILL PLATE W/ 16d PER S.W. SCHED. SIMPSON WANGERY PER MANUF. \-I-JOISTS 'PER PLAN W/ HANGER IF REQ'D BY MANUF. EDGE NAILING PER 13/4 "x11 7/8" LVL SHEARWALL SCHED. RIM CONT. 2X STUDS @ 16" OC SHEARWALL PER PLAN PER PLAN NOTE: DEEP JOIST BEARS ON WALL ADJUST WALL HEIGHT AS REQ'D. JOIST TRANSITION DETAIL 2x STUDS @ 16" OC PER PLAN WEB STIFFENER EA. SIDE IF REQUIRED BY MANUFACTURER PROVIDE CONT. SUPPORT AT POST (TYP.) SIMPSON ABS PER 5HEARWALL SCHEDULE DEL. 2x TOP PLATE - STUDS @ 16" Or- (U.O.N.) �544EARWALL PER PLAN (EDGE NAILING PER SCHEDULE) 2x SOLE PLATE W/ 16d NAILING PER SCHEDULE LVL BLKG. BTWN. JOIST W/ IOd TOE NAILS PER SCHEDULE 314" GYPCRETE 314" PLYWOOD / SUBFLOOR PER PLAN \-I- JOISTS PER PLAN W/ WEB STIFFENERS AS REQ'D. BY TRUSS MANUF. 5HEARWALL PER PLAN (EDGE NAILING PER SCHEDULE) TYPICAL CONT. I- JOISTS @ SEARING NALL 314" PLYWOOD SUBFLOOR 3/4" GYPCRETE PER PLAN I- JOISTS I- JOISTS PER PLAN PER PLAN SIMPSON HANGERS GLB. PER PLAN-/ PER SCHEDULE OR JOIST MANUFACTURER GLULAM BEAM OR 314" PLYWOOD SUBFLOOR 3/4" GYPCRETE PER PLAN I - JOISTS PER PLAN I- JOISTS PER PLAN LVL PER PLAN WHEN MULTI -PLY SIMPSON HANGERS LVL IS USED PER SCHEDULE OR LAMINATE LVL PLYS JOIST MANUFACTURER TOGETHER PER MANUFACTURERS REQUIREMENTS LVL BEAM TYPICAL SEAM SECTION I -JOIST BLOCKING @ 48" OC W/ EDGE NAILING 11 7/8" I- JOISTS PARALLEL TO WALL 2x STUD! @ 16" OG SHEAR WALL PER PLAN .-2X4 SILL PLATE W/ 16d PER S.W. SCHED. INTO LVL BLOCKING 314 "x11 7/8" LVL RIM �3/4" PLYWOOD SUBFLOOR " 9 1/2" CORRIDOR JOISTS W/ HANGER BY SUPPLIER -E.N. PER S.W. SGWED. DOUBLE TOP PLATE SHEARWALL PER PLAN SECTION @ CORRIDOR 3/4" =1' -0" D. 3/4 " =1' -0" D. 3/4" =1' -0" D. 3/411=1' -0" D. 3/4 11=1' -0" D. SWFARWALL 2x4 STUDS @ 16 2x4 STUDS @ 16" OC " OC 2x STUDS @ 16" OC PER PLAN 45HEARNALL EDGE 2x4 PLATE /-2x4 PLATE NAILING PER W/ (2) 12d NAILS @ 48" OC W/ (2) 12d NAILS @ 16" OC 2x4 PLATE W/ 16d SCHEDULE " 3/4" PLYWOOD NAILING PER SCHED. 3/4" GYPCRETE 314" GYPCRETE 3/4 PLYWOOD 3/4" PLYWOOD Lf. u / SUEFLOOR PER PLAN SUBFLOOR PER PLAN SUBFLOOR PER PLAN OR I- JOISTS PER PLAN I JOISTS PER PLAN LDBL. I- JOISTS u I- JOISTS BLKG. PANEL I- JOISTS UNDER WALL PER PLAN PLACE [-JOIST IOd @ 12 OC @ 48" OC TOE NAILED PER PLAN ABOVE WALL AS DBL. 2x TOP PLATE TO I- JOISTS SHEAR TRANSFER 2x STUDS @ 16" OC 2x6 STUDS @ 16" OC Fo-R-71 SHEAR PANEL SPEARWALL PER PLAN 2x NON -BRNG. WALL 2x NON -BRNG. WALL PER PLAN EDGE NAILING (2) Ibd @ b" OC 3/4" GYPCRETE 314" GYPCRETE 2x PLATE 314" GYPCRETE 2x STUDS @ 16 OC SHEARWALL EDGE PER S.W. SCHED. 3/4" FLOOR W/ (2) 12d NAILS NAILING PER 3/4" PLYWOOD 2x SLKG. SHEATHING 314" PLYWOOD @ �• JOIST 2x PLATE W/ (2) 12d SCHEDULE 2x @ 16" OC 3/4 PLYWOOD 2x4 PLATE W/ 16d �� NAILS @ EA. JOIST SUBFLOOR LOAD SEARING SUBFLOOR SOLE PLATE 3/4" GYPCRETE PER PLAN PER PLAN WEB STIFFENER PER PLAN I- JOISTS SUBFLOOR [-JOISTS BLKG. PANEL NAILING PER SCHED. AS REQUIRED PER PLAN PER PLAN BTWN. JOISTS @ 4' -0" OC 314" PLYWOOD 3/4" GYPCRETE SUHFLOOR PER PLAN 1 3/4x11 7/8 LVL GONT. RIM i z lug I- JOISTS _ W/ lOd T #8 FLANGE PER PLAN I JOISTS OF I -JOIST I -JOIST PER PLAN 2x B KG. CANT. I -JOIST ' I OR I I JOIST PER PLAN PER PLAN SPACING E.N. IF MAX. 1' -0" CANT. WEB STIFFENER 3 1/2 "x11 7/8" LVL DBL. 2x TOP PLATE EDGE NAILING I- JOISTS 2' -0" CANT. @ SIM 6' -0" AS REQ'D. a N a PER S.W. SCHED. PER PLAN HANGER U SIMPSON DTC TRUSS - U SIMPSON DTC TRUSS 2x STUDS @ 16" OC " " SHEARWALL PER JOIST CLIP @ 4' -O" OC CLIP @ 4' -O" OC S14EARWALLS C #D AND LOAD BEARING SHEAR WALL 13/ x11 /8 LVL PER PLAN 2x6 STUDS @ 16" OC MANUF. RIM /HDR. CONT. 2x NON -BRNG. WALL 2x NON -BRNG. WALL PER PLANS 2x @ 16" OC LOAD BEARING PER PLAN TYPICAL FLOOR JOIST @ NON - BEARING NALL 10 INTERIOR SHEARNALL 11 CHANGE IN JOIST DIRECTION 12 CANTILEVERED FLOOR JOIST 18 3/4 " =1' -0" D. 3/4 " =1' -0" D. 3/4" =1' -0" D. 3/4" =1' -0" D. 3/4" GYPCRETE 314" GYPCRETE 1 3/4 "x11 7/8" 1 3/4 "x11 7/8" LVL RIM JOIST LVL RIM JOIST 3/4" PLYWOOD 314" PLYWOOD 16d @ 6" OC INTO lbd @ 6" OC INTO FLOOR SHEATHING FLOOR SHEATHING RIM BOARD RIM BOARD 1/2" PLYWOOD 1/2" PLYWOOD FLASHING PER ARCH. FLASI ZING PER ARCH. RISERS RISERS COLUMN LVL RIM PER PLAN LVL RIM PER PLAN BULLNOSED BULLNOSED BEAM 4x (ox LVL lOd T #B FLANGE WATER PROOF DECK w /lOd T #B FLANGE WATER PROOF DECK 2x12 TREADS 2x12 TREADS 4x CCQ445DS2.5 CCQ46SDS2.5 6x CCQ645DS2.5 CCQ66SDS2.5 0 OF JOIST PER ARCH OF JOIST PER ARCH ---- 0 0 0 0 1 1/2" I- JOISTS PER PLAN 1 1/2" 11 314" I- JOISTS 3 I/8 GLIB CCQ3- 4SDS2.5 CC03- 6SD52.5 M SIMPSON ABS W/ WEB STIFFENERS EA. SIDE ABS F EA. SIDE OF @BEARING EA. SIDE OF @ I6 OC 5 I/8 GLB CGQ5- 4SDS2.5 CG45- 69DS2.5 4 I/2" TYP. 4 I/2" TYP. CENTER JACK CENTER JACK 6 3/4 G CC07- 4SD52.5 CC07- 6SDS2.5 BEAM PER PLAN (2) 2x8 HEADER 3 I/2 LVL CGQ44SDS2.5 CCQ465D52.5 5 114 LVL CCQ5- 4SD52.5 CC- 65D52.5 „ SIMPSON CCQ SERIES 2x10 HF #2 (P.T.) 2x10 AF #2 (P.T.) 2x4 STUDS @ 16 OG 7 LVL CC7 I/8 -4 CC7 1/8 -6 COLUMN CAPS SEE @ 16" OC PER PLAN @ 16" OG PER PLAN NOTCHED 2x12 STAIR JACKS NOTCHED 2xI2 STAIR JACKS TABLE (U.O.N.) FLOOR JOISTS (1) EA. SIDE # (1) CENTER (1) EA. SIDE # (1) CENTER SIMPSON LB 210 SIMPSON LB 210 FACE NAIL SIDE JACKS FACE NAIL SIDE JACKS USEBEAM SERIES FLOOR JOISTS W/ (2) 16d EA. STUD. PER PLAN W /(6) lGd NAILS PER PLAN W/(6) 10d NAILS ^ W/ (2) 16d EA. STUD. CCQ AT CONT. BEAMS COLUMN PER PLAN 2x10 LEDGER 2x10 LEDGER v ) 5/8" G.W.B. TYPE "X" W/ 1/2 "0 M.E.'s W/ I/2 "0 M.B.'s 5/8" G.W.B. TYPE "X" (IF AREA UNDER STAIR IS USED) @ 12" OC @ 12" OC (IF AREA UNDER STAIR IS USED) tj SEE I /5D.2 FOR SEE I /SD.2 FOR 1ADDITIONAL INF01 ADDITIONAL INFO TYPICAL STAIR FRAMING 14 TYPICAL STAIR FRAMING 15 BEAM TO COLUMN CONNECTION 16 TYPICAL DECK FRAMING DETAIL 17 TYPICAL DECK FRAMING DETAIL riiI =i' -0" 3/4=11 -0 3/4=1' -0 W 3/4 " 3/411-11-011 IL a. 4, 41 zd. 4i w M r- M tn lj Q M00 0) bQ M c 0000 °o N Uy�� c14 C/) con P- W T�P_-� V1 W 0 rn Z Q Lj M ('no, M tn� M �"u I- :5 W zm� J '.. W OMn V Z Z��RR MK ^M ' V 0000 ��.. V W � a z W W ' z z W REVISIONS: S. �S ov wks f, y ADO �182� �S`SIQYAL �� EXPIRES: 01 -27 -05 PROJECT TITLE: O E-� C7 x c z w w H o w--1 a C7 zU H H � H O SHEET TITLE: FLOOR FRAMING DETAILS DRAWNBY SHEET: SMC PROJECT #: 040741 -S S D .2 DATE AUG 27, 2004 15 OF 18 I J I -JOIST BLOCKING @ 48" OC W/ EDGE NAILING 11 7/8" I- JOISTS PARALLEL TO WALL 2x STUD! @ 16" OG SHEAR WALL PER PLAN .-2X4 SILL PLATE W/ 16d PER S.W. SCHED. INTO LVL BLOCKING 314 "x11 7/8" LVL RIM �3/4" PLYWOOD SUBFLOOR " 9 1/2" CORRIDOR JOISTS W/ HANGER BY SUPPLIER -E.N. PER S.W. SGWED. DOUBLE TOP PLATE SHEARWALL PER PLAN SECTION @ CORRIDOR 3/4" =1' -0" D. 3/4 " =1' -0" D. 3/4" =1' -0" D. 3/411=1' -0" D. 3/4 11=1' -0" D. SWFARWALL 2x4 STUDS @ 16 2x4 STUDS @ 16" OC " OC 2x STUDS @ 16" OC PER PLAN 45HEARNALL EDGE 2x4 PLATE /-2x4 PLATE NAILING PER W/ (2) 12d NAILS @ 48" OC W/ (2) 12d NAILS @ 16" OC 2x4 PLATE W/ 16d SCHEDULE " 3/4" PLYWOOD NAILING PER SCHED. 3/4" GYPCRETE 314" GYPCRETE 3/4 PLYWOOD 3/4" PLYWOOD Lf. u / SUEFLOOR PER PLAN SUBFLOOR PER PLAN SUBFLOOR PER PLAN OR I- JOISTS PER PLAN I JOISTS PER PLAN LDBL. I- JOISTS u I- JOISTS BLKG. PANEL I- JOISTS UNDER WALL PER PLAN PLACE [-JOIST IOd @ 12 OC @ 48" OC TOE NAILED PER PLAN ABOVE WALL AS DBL. 2x TOP PLATE TO I- JOISTS SHEAR TRANSFER 2x STUDS @ 16" OC 2x6 STUDS @ 16" OC Fo-R-71 SHEAR PANEL SPEARWALL PER PLAN 2x NON -BRNG. WALL 2x NON -BRNG. WALL PER PLAN EDGE NAILING (2) Ibd @ b" OC 3/4" GYPCRETE 314" GYPCRETE 2x PLATE 314" GYPCRETE 2x STUDS @ 16 OC SHEARWALL EDGE PER S.W. SCHED. 3/4" FLOOR W/ (2) 12d NAILS NAILING PER 3/4" PLYWOOD 2x SLKG. SHEATHING 314" PLYWOOD @ �• JOIST 2x PLATE W/ (2) 12d SCHEDULE 2x @ 16" OC 3/4 PLYWOOD 2x4 PLATE W/ 16d �� NAILS @ EA. JOIST SUBFLOOR LOAD SEARING SUBFLOOR SOLE PLATE 3/4" GYPCRETE PER PLAN PER PLAN WEB STIFFENER PER PLAN I- JOISTS SUBFLOOR [-JOISTS BLKG. PANEL NAILING PER SCHED. AS REQUIRED PER PLAN PER PLAN BTWN. JOISTS @ 4' -0" OC 314" PLYWOOD 3/4" GYPCRETE SUHFLOOR PER PLAN 1 3/4x11 7/8 LVL GONT. RIM i z lug I- JOISTS _ W/ lOd T #8 FLANGE PER PLAN I JOISTS OF I -JOIST I -JOIST PER PLAN 2x B KG. CANT. I -JOIST ' I OR I I JOIST PER PLAN PER PLAN SPACING E.N. IF MAX. 1' -0" CANT. WEB STIFFENER 3 1/2 "x11 7/8" LVL DBL. 2x TOP PLATE EDGE NAILING I- JOISTS 2' -0" CANT. @ SIM 6' -0" AS REQ'D. a N a PER S.W. SCHED. PER PLAN HANGER U SIMPSON DTC TRUSS - U SIMPSON DTC TRUSS 2x STUDS @ 16" OC " " SHEARWALL PER JOIST CLIP @ 4' -O" OC CLIP @ 4' -O" OC S14EARWALLS C #D AND LOAD BEARING SHEAR WALL 13/ x11 /8 LVL PER PLAN 2x6 STUDS @ 16" OC MANUF. RIM /HDR. CONT. 2x NON -BRNG. WALL 2x NON -BRNG. WALL PER PLANS 2x @ 16" OC LOAD BEARING PER PLAN TYPICAL FLOOR JOIST @ NON - BEARING NALL 10 INTERIOR SHEARNALL 11 CHANGE IN JOIST DIRECTION 12 CANTILEVERED FLOOR JOIST 18 3/4 " =1' -0" D. 3/4 " =1' -0" D. 3/4" =1' -0" D. 3/4" =1' -0" D. 3/4" GYPCRETE 314" GYPCRETE 1 3/4 "x11 7/8" 1 3/4 "x11 7/8" LVL RIM JOIST LVL RIM JOIST 3/4" PLYWOOD 314" PLYWOOD 16d @ 6" OC INTO lbd @ 6" OC INTO FLOOR SHEATHING FLOOR SHEATHING RIM BOARD RIM BOARD 1/2" PLYWOOD 1/2" PLYWOOD FLASHING PER ARCH. FLASI ZING PER ARCH. RISERS RISERS COLUMN LVL RIM PER PLAN LVL RIM PER PLAN BULLNOSED BULLNOSED BEAM 4x (ox LVL lOd T #B FLANGE WATER PROOF DECK w /lOd T #B FLANGE WATER PROOF DECK 2x12 TREADS 2x12 TREADS 4x CCQ445DS2.5 CCQ46SDS2.5 6x CCQ645DS2.5 CCQ66SDS2.5 0 OF JOIST PER ARCH OF JOIST PER ARCH ---- 0 0 0 0 1 1/2" I- JOISTS PER PLAN 1 1/2" 11 314" I- JOISTS 3 I/8 GLIB CCQ3- 4SDS2.5 CC03- 6SD52.5 M SIMPSON ABS W/ WEB STIFFENERS EA. SIDE ABS F EA. SIDE OF @BEARING EA. SIDE OF @ I6 OC 5 I/8 GLB CGQ5- 4SDS2.5 CG45- 69DS2.5 4 I/2" TYP. 4 I/2" TYP. CENTER JACK CENTER JACK 6 3/4 G CC07- 4SD52.5 CC07- 6SDS2.5 BEAM PER PLAN (2) 2x8 HEADER 3 I/2 LVL CGQ44SDS2.5 CCQ465D52.5 5 114 LVL CCQ5- 4SD52.5 CC- 65D52.5 „ SIMPSON CCQ SERIES 2x10 HF #2 (P.T.) 2x10 AF #2 (P.T.) 2x4 STUDS @ 16 OG 7 LVL CC7 I/8 -4 CC7 1/8 -6 COLUMN CAPS SEE @ 16" OC PER PLAN @ 16" OG PER PLAN NOTCHED 2x12 STAIR JACKS NOTCHED 2xI2 STAIR JACKS TABLE (U.O.N.) FLOOR JOISTS (1) EA. SIDE # (1) CENTER (1) EA. SIDE # (1) CENTER SIMPSON LB 210 SIMPSON LB 210 FACE NAIL SIDE JACKS FACE NAIL SIDE JACKS USEBEAM SERIES FLOOR JOISTS W/ (2) 16d EA. STUD. PER PLAN W /(6) lGd NAILS PER PLAN W/(6) 10d NAILS ^ W/ (2) 16d EA. STUD. CCQ AT CONT. BEAMS COLUMN PER PLAN 2x10 LEDGER 2x10 LEDGER v ) 5/8" G.W.B. TYPE "X" W/ 1/2 "0 M.E.'s W/ I/2 "0 M.B.'s 5/8" G.W.B. TYPE "X" (IF AREA UNDER STAIR IS USED) @ 12" OC @ 12" OC (IF AREA UNDER STAIR IS USED) tj SEE I /5D.2 FOR SEE I /SD.2 FOR 1ADDITIONAL INF01 ADDITIONAL INFO TYPICAL STAIR FRAMING 14 TYPICAL STAIR FRAMING 15 BEAM TO COLUMN CONNECTION 16 TYPICAL DECK FRAMING DETAIL 17 TYPICAL DECK FRAMING DETAIL riiI =i' -0" 3/4=11 -0 3/4=1' -0 W 3/4 " 3/411-11-011 IL a. 4, 41 zd. 4i w M r- M tn lj Q M00 0) bQ M c 0000 °o N Uy�� c14 C/) con P- W T�P_-� V1 W 0 rn Z Q Lj M ('no, M tn� M �"u I- :5 W zm� J '.. W OMn V Z Z��RR MK ^M ' V 0000 ��.. V W � a z W W ' z z W REVISIONS: S. �S ov wks f, y ADO �182� �S`SIQYAL �� EXPIRES: 01 -27 -05 PROJECT TITLE: O E-� C7 x c z w w H o w--1 a C7 zU H H � H O SHEET TITLE: FLOOR FRAMING DETAILS DRAWNBY SHEET: SMC PROJECT #: 040741 -S S D .2 DATE AUG 27, 2004 15 OF 18 I J I J FIELD E NAILING 16d @ b" OCy (TYPICAL) @ PARTITION BREAK ON HALF -STUD \ rE.N. 0 ANCHOR BOLT PER DETAIL BELOW TYPICAL FIELD EDGE @ CORNER NAILING Nod @ W OC TYP. ANCHOR BOLT LAYOUT PRE- FABRIGATED NALL DETAILS 3/4 " =1' -0" 75x11 7/8" CONT. RIM 1.75x11 7/8" HEADER I LAMINATED TO CONT RIM PER MANUF. 1.75x11 7/8" LVL BLC LENGTH -12" W/ (4) 1/4" 0x4" WOOD SCREWS q 1/2" 1- JOIST POST ABOVE PER PLAN AND BELOW CONT. DBL. TOP PLATE SECTION PLAN POST BLOCKING THRU FLOOR SYSTEM 3 /411 =1' -0" /4" GYPCRETE 3/4" T E G FLOOR SHT'G. q 1/2" 1 JOIST-' PER PLAN j 5 1/4x11 7/8 3 1/2x11 7/8 LVL BEAM LVL BEAM SIMPSON HWU5.50/11.88 HANGER FLOOR BEAM CONNECTION —0" 0 i 13 z z w LVL BEAM EA. SIDE PER PLAN 3/16 4 PLATE LVL BEAM PER PLAN 0 0 BEAM SADDLE SIDE PLATES 6 "xl /4 "x4" SIMPSON CCO BOTTOM PLATE 4"x1/4"xBM WID.x3 /4" SADDLE ALL WELDS 5116" FILLET W/ (2) 5/8 "0 M.B. EA. 51DE TS COLUMN 3/16 PER PLAN 3 BEAM CONNECTION 3/4" =1' -O" 5 1 /8x: (WHEN MULTIPLY LVL ARE USED LAMINATE TOGETHER PER MANUFACTURER'S REQUIREMENTS.) BALCONY OVERLOOK NALL DETAIL 'LAN 2x STUDS @ 16" Or- PER PLAN °LATE DBL. 11 7/8" I- JOIST PER PLAN SIMPSON A35 PER SHEARWALL SCHEDULE DBL. 2x6 TOP PLATE/ 2x6 STUDS @ 16" OC (U.O.N.) �SHEARWALL PER PLAN (EDGE NAILING PER SCHEDULE) 2x SOLE PLATE W/ 16d NAILING PER SCHEDULE LVL BLKG. BTWN. JOIST W/ 10d TOE NAILS PER SCHEDULE 3/4" GYPCRETE �3/4" PLYWOOD SUBFLOOR PER PLAN \-11 7/8" I- JOISTS PER PLAN W/ HANGER BY SUPPLIER SHEARWALL PER PLAN (EDGE NAILING PER SCHEDULE) - JOISTS @ BEARING NALL 3/4" =i' -0" Z NMMa�O 011 zm� D. 3/411=11_011 LOR QZMM, ^^ M ZM Q �00 CHAMFER N U BEAM AS z REQUIRED TO CLEAR ROOF ROOF OUTLINE W BEYOND W ' z 2x PLATES 314" GYPCRETE i i u z T 4 G W 3/4" x 2 114" THREADED FLO FLOOR SHT G. REVISIONS: ROD @ 24" OC EA. SIDE ,e 38212 �0.�'�tfSIFRl� SgICNAL EXPIRES: 01 -27 -OS PLATE 3/16 4 PROJECT TITLE: O C�7 5 1/8x21 GLBM. COO b 3 LVL BEAM W/ SIMPSON CCO z W c PER PLAN COLUMN CAP � Q L7 UU 8' -0" 0 �F H � � a STEEL BEAM I —JOIST PER PLAN BEAM SADDLE PER PLAN W/ HANGER PROVIDED SIDE PLATES 6 "xl /4 "x4" FRAMING DETAILS BY JOIST SUPPLIER BOTTOM PLATE 4 "x1/4 "x5M WID.x3 /4" SMC SD 3 PROJECT #* ALL WELDS SAO' FILLET . 16 OF 18 DATE W/ (2) 5/8110 M.B. EA. SIDE TS COLUMN PER PLAN JOISTS ON STEEL BEAM 4 BEAM CONNECTION 31411 3/411 -011 4 "A /4"x9" SHEAR TAB 3/16 W/ (3) 7/8"¢ A307 BOLTS BEAM PER PLAN O� Oi o 0 STEEL BEAM BEAM SADDLE PER PLAN BACK PLATE 6 "xl /4 "xBM +3/4" SIDE PLATES 6"xl /4 "x4" BOTTOM PLATE 4 "xl /4 "xBM +3/4" 3/16 ALL WELDS 3116" FILLETS TS COL W/ 5/8 "0 M.B. PER PLAN STEEL BEAM CONNECTION 4x8 DF #1-j �-6 3/4x21 GLBM. W/ SIMPSON HU48 W/ SIMPSON HGLT7 FAGS MOUNT TOP FLANGE HANGER HANGER @ SIM 5 1/4x14 GLBM. W/ SIMPSON GLTV6 TOP FLANGE HANGER BEAM CONNECTION 3/4" =1' -0" u u KNIFE PLATE 12 "x1/4 "x6" u u W/ (2) 7/8"0 u u A307 BOLTS u EA BEAM u u Oi 10 BEAM PER-' `BEAM PER PLAN PLAN TS COL PER PLAN STEEL BEAM CONNECTION TS COL PER PLAN LVL BEAM PER PLAN BEAM SADDLE BACK PLATE Wxl /4 "x5M WD +314" SIDE PLATES 6 "xl /4 "x4" 0 BOTTOM PLATE 4 "x1/4 "xBM WD +3/4" ° ALL WELDS 3/16" FILLETS W/ (2) 5/8110 M.B. BEAM CONNECTION NOT USED 3/4" =1' -0" LVL BEAM PER PLAN TS COL PER PLAN � T.OR @ n FLR. —i 1/2 ABEAM PER PLAN op NOTE: @ SIM BEAM SKEWED 45' BEAM PER PLAN COLUMN PER PLAN 5/16" PLATE WIDTH PER 3/16 BEAM LENGTH PER COL. + 3" i 3/16 W/ (2) 3/4110 A307 BOLTS SEAM SADDLE BACK PLATE 6 "x1/4 "x5M WD +314" SIDE PLATES 6 "xl /4 "x4" BEAM TO COLUMN CONNECTION BOTTOM PLATE 4 "xl /4 "x5M WD +3/4" ALL WELDS 3/16" FILLETS W/ (2) 5/8110 M.B. TOP PLATES E FLOOR SHEATHING OMITTED FOR CLARITY. BEAM CONNECTION STEEL BEAM CONN. 1. ' D. ' 4 ' -O" 3/4 " =1-0 =-0 D. i-BEAM PER PLAN , 12 "x6 "xl" -� STEEL PLATE 1/4 (4) 3/4"0 A307 A A BOLTS , i HSS7x5x3 /8 i COLUMN (4) 1 /2 "(Px10" A.B. 12 "x10"x5 /8" B B STEEL PLATE i i 3/16 RCP�N B i 1 1/2" NON - SHRINK GROUT PER PLAN FRAME COLUMN CONNECTION (4) 314110 A307 12 "x6 "x1" LE STEEL I' -O" PLATE O 0 1 1/4" a5S7x5x3/8" SECTION A -A STEEL PLATE _ O 0 O O 1 1/2" 1 H557x5x3/8" 3 SECTION B -B 1/2 "(PX10" CONT BM PER PLAN OR GIRDER TRUSS 0 O - SIMPSON CCO BEAM SADDLE 3/16 TS COL PER PLAN `CONT BM PER PLAN ` OR GIRDER TRUSS SIMPSON CCO BEAM SADDLE 3/16 'S COL PER PLAN AT SIM COND. 2 BEAMS BREAK @ MID COLUMN BEAM CONNECTION 314 " =1' -0" D. 3/4 " =1' -0" D. 3/4 " =1' -0" D. 3/4" =1' -0" 314" TEG PLYWOOD SHEATHING GALV. DECKING MEMBRANE FLASHING rPER ARCH 2x10 JOISTS @ 16" OC 5/4" FINISH MATERIAL 5 1/8 "x10 1/2" GLB PER ARCH DECK EDGE DETAIL SIMPON ST2662 ON BACK SIDE OF BEAM 5 1/8 "x7 1/2" ACROSS COLUMN GLBM. L 3X3X3116 COLUMN TO BEAM W/ (2) 1/2"0 X 4" LAG TO BEAM W/ (2) 314110 BM THROUGH COLUM 5/8" O MB TYP. 5 1/8 "x7 1/2" GLBM. COL. GLBM POST TO GLBM BEAM IS SIMPON ST2662 ON BACK SIDE OF BEAM 5 1/8 "x7 1/2" ACROSS COLUMN GLBM. L 3X3X3116 COLUMN TO BEAM W/ (2) 1/2"0 X 4" LAG TO BEAM N W/ (2) 314110 BM THROUGH COLUMN 5/8110 MB TYP. 5 1/8 "x7 1/2" GLBM. COL. GLBM POST TO GLBM BEAM rWq 2"(P PLUG OVER BOLTS TYP. NI N 5 1/811Y7 1/2" E EQ GLBM. 3116" PLATE TO MATCH COL. X5/8" O MB TYP. �_5 1/8 "x6" GLBM. COL. GLBM POST TO GLBM BEAM 3/4" =1' -0" D. 3/4 " =I' -O" 3/4" =1' -0" D. 3/4 " =1' -0" 5 1/8x7 1/2 GLBM. MB TYP. N L5x5x3/16 5 I /8x7 I/2 LENGTH 7" GLBM. 2 "0 PLUG OVER 3/16 BOLT HEAD TYP. 5 1/8x7 1/2 G 7 LBM. N ' 3/16" PLATE TO 3/16 MATCH COL. „ 4x1 /4x7 1/2" PLATE 5 1/8x6 u-1 GLBM. COL. EQ EQ GLBM POST TO GLBM BEAM 21 44 M � C kn M T .o 0 j Q M00 „ o , to wM � O M ° U y E N v vii 444 V1 O U r � N L i I rn Z NMMa�O 011 zm� `�` AN r W LOR QZMM, ^^ M ZM Q �00 W �a V N U z W W W ' z z W REVISIONS: S. OF WAS& A ,e 38212 �0.�'�tfSIFRl� SgICNAL EXPIRES: 01 -27 -OS PROJECT TITLE: O C�7 COO b 3 z W c H � Q L7 UU H � � a Q U H O SHEET TITLE: FLOOR FRAMING DETAILS DRAWN BY SHEET: SMC SD 3 PROJECT #* 040741 -5 . 16 OF 18 DATE AUG �,,zaoa �I I i I I it i I 'I I i — - J 15/32" PLYWOOD ROOF SHEATHI W/ 8d NAILS @ 6" OC EDGES t 12" OC FIELD. E.N. 2x10 BLOCKING W/ MIN (4) 1 "0 HOLES DRILLED FOR VENTING E.N. (2) IOd EACH TRUSS 2x FASCIA SHEARWALL PER PLANS' " AND SCHEDULE 2' -0" TYPICAL SAVE DETAIL 41 12 ROOF TRUSSES PER PLAN SIMP50N H -1 CLIP (FOR UPLIFT) @ EA. END EA. TRUSS PER TRUSS MANUF. -DBL. 2x6 TOP PLATE \-2x6 STUDS @ 16" OC 3/4 " -1' -0" 5/8" ROOF SHEATHING 12 1114 PRE -MANUF ROOF TRUSSES @ 24" OC W/ CANT. TOP CHORD SUPPORTED BY BEAM 5/8" ROOF /�SIMP SHEATHING / 1/4 PRE -MANUF ROOF SIMPSON H1 TRUSSES @ 24" OC EA. TRUSS W/ CANT. TOP CHORD 2x6 STUDS @ 16" or- CANTILEVERED TRUSSES 3/4 " =I' -O" LSTA12 MULTI -PLY GIRDER TRUSS (ATTACH TOGETHER PER MANUF. REQMNTS.) MONO TRUSS DINING TRU55 BEAM W/ HANGERS BY W/ HANGERS PER PLAN TRUSS SUPPLIER BY SUPPLIER SLOPE BOTTOM CHORD 3:12+ TRUSS CONNECTION 3/4 " =1' -O" 2x 15/32" ROOF SHT'G. 2x12 BLOCKING BETWEEN 2x10 BLOCKING TRUSSES 12 rE.N 4F — LOADING PER FIRE/ SPRINKLER WHERE REQUIRED PER ARCH E.N. 15/32" ROOF SHEATHING /f CONTINUOUS RIDGE VENT PER ARCH. E.N. ROOF SHTG. 12 2x8 RIDGE BOARD CONT. 2x BLKG \ �4 �j AINTAIN yy " 1" AIR GAP SIMPSON LTP4 @ 16" OC E.N.-\ 2x BLOCKING Lij J W pO�M co , ,.. 3/� `M"' O 0 Z (9 to 'o \-MANUFACTURED TRUSS E.N. E.N. U W/ CANTILEVERED TOP 15/32" ROOF 12 PER PLAN o n CHORD TO NON - BEARING SHEATHING 4� V� l� M RIDGE BOARD w Cc '0 lO OD r. m 00 E.N. GONT. SHEARWALL 0 �v 15/32" PLYWOOD z ° OF SHEARWALL BELOW 2x4 / 2x 6 SHEATHING "o SOLE PLATE (2) 2x6 BLKG, U BLOCKING NAILING 2x BLKG. @ 4' -0" or- 5/8" ROOF C7 W/ TOE NAILING @ 6" OC ALONG SHEARWALL c 9 E.N. 12 SHEATHING 2x BLOCKING H I O -� 114 O F-i SIMPSON A35 DBL 2x4 5/8" PLYWOOD DECK L) O L/1 TOP PLATE SHEET TITLE: w FRAMING DETAILS DRAWN BY SHEET: SHEARWALL PER A SD PROJECT 040741-6 �S D` PLAN t SCHEDULE AUG 27, 2004 I,OG OR EDGE NAIL TRUSS F �N W/ 8d NAILS @ 6" OC ROOF SHEATHING -- Q PER PLAN � TRUSSES ALIGN ROOF TRUSS TYPICAL CEILING JOIST (U.O.N. ) W/ WALL TYPICAL I ASSUMED 2x4 TRUSS-/ 2x8 D.F. #2 @ 24" OC t I6d @ BOTTOM CHORD I - FOR 12' SPAN 811 DBL 2x4 SHEARWALL SCHEDULE 2x12 D.F. #2 @ 24" OC TOP PLATE NON-STRUCTURAL-/ - FOR 14' SPAN CONTINUOUS SHEARWALL TO ROOF WALL PER ARCH BEAR JOIST OF WALL 3 1 /2 "xq 1/2" LVL SHEAR TRANSFER IN ROOF DIAPHRAGM TYPICAL CORRIDOR HEADER DETAIL 3/4" -1' -0" 5/8" ROOF SIMPSON LSTA12 SHEATHING 12 12 11/4 1/141 SIMPSON HI 1% PRE -MANUF ROOF EA. TRUSS -� TRUSSES @ 24" OC 4X10 HEADERS AT OPENINGS (U.O.N.) 2x STUDS @ 16" or- INTERIOR LOAD BEARING WALL 3 /4u -1' -0" MULTI -PLY GIRDER TRUSS (ATTACH TOGETHER PER MANUF. REQMNTS.) I SLOPE 12 TRUSS W/ HANGERS BY SUPPLIER YGIRDER TRUSS 3 -PLY ASSUMED GIRDER TRUSS CONNECTION 3/4" =11 -0" EA. TR SIMPSON Al EA. TRUSS 5 1/8x7 1/2 GLBM. 'y 4xb DF #1 HEADER IN NON -LOAD BEARING 2' -0" 1�_pu WALL I' -O" @ SIM. 2' -0" @ SIM. SAVE DETAIL 3/4" -1' -0" s (v s ROOF SHT'G. TRUSS @ 24" OC SHEARWALL SIMPSON H -I CLIP PER PLAN 2xb STUDS @ 16" OC ROOF TRANSITION 3/4 " =1' -O" 3/4" -1' -0" 2x6 WALL PER PLAN PER PLAN 4GER5 BY SUPPLIER BEAM SUPPORTING TRUSS 3/4 " =1' -O" TRUSS- W/ HANGERS BY W/ HANGERS BY TRUSS SUPPLIER TRUSS SUPPLIER BEAM PER PLAN GIRDER TRUSS CONNECTION 3/4 "=1' -0" 15/32 PLYWOOD W/ 8d @ 6" OC EDGES W/ 8d @ 12" OC FIELD 2x BLOCKING 5/8" PLYWOOD DECK BLOCKING 15/32" ROOF - SHEATHING 12 ltti� 14 ROOF TRL PER PLAN E.N. SIMPSON A35 CLIP PER SHEARWALL SCHEDULE SHEARWALL PER PLAN ..N. -SHEATH TRUSS :.N. SAME AS SHEARWALL 2x STUDS @ I6" OC CHANGE IN TRUSS DIRECTION 3/4 " -1' -0" �2 PLYWD 5HT'G. 2x2 BLK'G. BTWN ,4 fjFA . TRUSS PRE - ENGINEERED' TRUSSES PER PLAN i SIMPSON HI CLIP i 3' -0" EA. TRUSS BEAM PER PLAN WALL @ SIMILAR CONDITION -4-L EAVE ON BEAM 3/4 " -1' -0" MULTI -PLY GIRDER TRUSS (ATTACH TOGETHER PER MANUF. REQMNTS.) \-TRUSS W/ HANGERS BY TRUSS SUPPLIER YGIRDER TRUSS 3 -PLY ASSUMED GIRDER TRUSS CONNECTION 3/4" =1' -O" 'TRUSS PER PLAN CEILING JOIST W/ HANGERS BY SEE DTL 3 /SD.4 TRUSS SUPPLIER SIMPSON FACE 3 I /2x11 7/8 LVL MOUNT HANGER BEAM SUPPORTING TRUSS 18 3 /4" =1i_On IF SHEATHING 70F JOIST or_ 1W6x12 BEAM SUPPORTED BY TRIPLE STUDS EA. SIDE ELEVATOR HOIST BEAM 3/4 " -1' -O" FASCIA 2x4 STUDS OR DESIGN TRUSS TO TRANSFER @ 16" OC (21000# T -C) SHEAR TO WALL PER CONTRACTOR AND TRUSS MANUF. SMEAR TRANSFER DETAIL rs_"� 3/4" -1' -0" PRE - ENGINEERED 12 TRUSSES @ 24" OC �4 SIMPSON A35 PER SHEARWALL SCHEDULE SIMPSON 14-1 CLIP PER TRUSS MANUF. E.N. DBL. 2xb TOP PLATE TYPE 'A' SHEARWALL PER PLAN AND SCHEDULE DO NOT BREAK PLYWOOD @ SOLE PLATE 10Tj BLOCKING 15/32" PLYWOOD ROOF SHEATHING E.N. (2) 10d EACH TRUSS 1 2x FASCIA 2x6 STUDS @ 16" OC `GIRDER TRUSS DORMER FRAMING DETAIL �3 3 /4" =1' -O" 15/32" ROOF SHT'G. GIRDER TRUSS PRE -MANUF TRUSSES @ 24" OC 15/32" ROOF 5HT'G. 2x12 BLOCKING ,4� E.N. W/ MIN. (4) 1110 12 HOLES DRILLED FOR VENTING 41 00 E N. (2) 10d 1 EACH TRUSS 2x FASCIA `SIMPSON HI EA. TRUSS E.N. 11 it HEADER PER PLAN y � WALL BEYOND GIRDER TRUSS SAVE DETAIL 3 /411=1' -Ou 15/32" PLYWOOD ROOF SHEATHING PRE - ENGINEERED TRUSSES @ 24" OC TRUSS HANGERS BY TRUSS SUPPLIER V/ 4-1- Z Q N orn�+ ? m��,00 fr Lij J W pO�M co , ,.. 3/� `M"' O 0 Z (9 to 'o W E.N. ROOF SHEATHING U �. PER PLAN o n V� l� M w Cc '0 lO OD r. m 00 E.N. 0 �v MATCH TYPE AND LENGTH z ° OF SHEARWALL BELOW o Co N "o SOLE PLATE ADO �182�_.C, U EXPIRES: 01 -27 -05 NAILING 2x BLKG. @ 4' -0" or- H C7 (2) 16d ALONG SHEARWALL c 9 cv rn a w H I O C) UU O F-i a DBL 2x4 E.N. L) O L/1 TOP PLATE SHEET TITLE: ROOF FRAMING DETAILS DRAWN BY SHEET: SHEARWALL PER A SD PROJECT 040741-6 �S D` PLAN t SCHEDULE AUG 27, 2004 I,OG OR EDGE NAIL TRUSS F �N W/ 8d NAILS @ 6" OC ROOF SHEATHING -- PER PLAN TRUSSES ALIGN ROOF TRUSS BY OTHERS W/ WALL TYPICAL I t I EDGE NAIL PER DBL 2x4 SHEARWALL SCHEDULE TOP PLATE CONTINUOUS SHEARWALL TO ROOF 2x4 STUDS OR DESIGN TRUSS TO TRANSFER @ 16" OC (21000# T -C) SHEAR TO WALL PER CONTRACTOR AND TRUSS MANUF. SMEAR TRANSFER DETAIL rs_"� 3/4" -1' -0" PRE - ENGINEERED 12 TRUSSES @ 24" OC �4 SIMPSON A35 PER SHEARWALL SCHEDULE SIMPSON 14-1 CLIP PER TRUSS MANUF. E.N. DBL. 2xb TOP PLATE TYPE 'A' SHEARWALL PER PLAN AND SCHEDULE DO NOT BREAK PLYWOOD @ SOLE PLATE 10Tj BLOCKING 15/32" PLYWOOD ROOF SHEATHING E.N. (2) 10d EACH TRUSS 1 2x FASCIA 2x6 STUDS @ 16" OC `GIRDER TRUSS DORMER FRAMING DETAIL �3 3 /4" =1' -O" 15/32" ROOF SHT'G. GIRDER TRUSS PRE -MANUF TRUSSES @ 24" OC 15/32" ROOF 5HT'G. 2x12 BLOCKING ,4� E.N. W/ MIN. (4) 1110 12 HOLES DRILLED FOR VENTING 41 00 E N. (2) 10d 1 EACH TRUSS 2x FASCIA `SIMPSON HI EA. TRUSS E.N. 11 it HEADER PER PLAN y � WALL BEYOND GIRDER TRUSS SAVE DETAIL 3 /411=1' -Ou 15/32" PLYWOOD ROOF SHEATHING PRE - ENGINEERED TRUSSES @ 24" OC TRUSS HANGERS BY TRUSS SUPPLIER V/ 4-1- Z Q N orn�+ ? m��,00 fr Lij J W pO�M co , ,.. 3/� `M"' O 0 Z (9 to 'o W aLc V N U z U) w w ' z U' z w REVISIONS: S. Of WASRI� ADO �182�_.C, �sStONAL Y�'`` EXPIRES: 01 -27 -05 PROJECT TITLE: H C7 x 7:1 3 c 9 z H I O C) UU E� F-i a �3 Q L) O L/1 'Zoo 7 Q� SHEET TITLE: ROOF FRAMING DETAILS DRAWN BY SHEET: SMC A SD PROJECT 040741-6 • 1 17 OF 18 DATE AUG 27, 2004 i 1 I I i I I i �I rJ 15/32" ROOF 2x12 BLOCKI SHEATHING BETWEEN TRUSSES E.N. 2x CONT.� FASCIA PER PLAN 12 E.N. 15/32" ROOF SHEATHING 4 F TOW 10' -O'0 AFF PRE -MANUF TRUSSES @ 24" OC SIMPSON HI EA. TRUSS STUDS @ 16" OC `5 1/4 "x14" BEAM PRE -MANUF TRUSSES @ 24" OG @ SIM. TRUSS NOT SKEWED ROOF SAVE @ SIDES OF ROOF TONER 15/32" ROOF 2x12 BLOCKI SHEATHING BETWEEN TRUSSES E.N. 2x CONT.� FASCIA 3' -O" SHEARWALL-\ PER PLAN 5/8" ROOF E.N. SHEATHING 0 TOW 10' -0" AFF 0 \-PRE -MANUF TRUSSES @ 24" OC ,-SIMPSON H1 EA. TRUSS 2x6 STUDS @ I( " OC 2x6 LEDGER OR TRUSS ATTACHED TO STUD WALL W/ (2) l6d EA. STUD TRUSSES @ 24" OC ROOF SAVE @ SIDES OF ROOF TONE 15/32" ROOF 2x12 BLOC SHEATHING BETWEEN TRUSSES E.N. 2x CONT.� FASCIA SHEARWALL- PER PLAN 12 E.N. 15/32" ROOF 4 SHEATHING PRE - MANUF TRUSSES @ 24" OC 2x8 LEDGER W/ (2) 114110x4" SCREWS EA. STUD C! TOW 10' -0 °0 AFF \-PRE -MANUF TRUSSES @ 24" OC - SIMPSON HI EA. TRU55 2x6 STUDS @ 16" OC AFF 0 ROOF SAVE @ SIDES OF ROOF TOWER 12 15/32° ROOF 2x12 BLOCKING 41 SHEATHING BETWEEN TRUSSES E.N. -� 1. 3' -0" EXT. FINISH PRE-MANUF TRUSSES @ 24" Or- Tow 10' -0" u \-SIMPSON A EA. TRUSS 2x STUDS @ 16" OC 15/32" PLYWOOD W/ 8d @ 6" OC EDGES W/ 8d @ 12" OC FIELD :.N. BEAM PER PLAN TOW 8' -1" AFF 0 `- SIMPSON H1 EA. TRUSS 2x4 STUDS [PRE-MANUF TRUSSES @ 24" OC @ 16" OG ROOF TRUSS @ "TONER" 1/2" PLYWOOD ROOF SHEATHING ROOF TRUSSES' @ 24" OC VERIFY W/ ARCH. SIMPSON Al CLIP EA. TRUSS �2x FASCIA -E.N. ?x BLOCKING 1/2" PLYWOOD SHEATHING W/ 8d NAI 5 @ 6" OC 7 5/8" PLYWD. ROOF 71---SHEATWING SLOW SLOPE TRUSS @ 24" OC SIMPSON Hl CLIP EA. TRUSS STUD WALLS TONER TRUSS @ CORRIDOR 3/4 " -1' -0" D. 3/4 " -I' -O" D. 3/4" -1' -0" D, 3/4" -1' -0" D. 314 114-0" 15/32" ROOF 2x12 BLOC SHEATHING BETWEEN TRUSSES E.N. 2x CONT.� FASCIA 3' -0" SI-IEARWALL-\ PER PLAN 5/8" ROOF E.N. SHEATHING E.N. E' ROOF EAVES @ ENTRY 3/4" -1' -Ou Z 0 a U) 0 N O N O 0 N N TOW 10' -0" A.F.F. U.O.N. PRE -MANUF TRUSSES @ 24" OC SIMP50N H1 EA. TRUSS 2x4 STUDS @ 16" Or- (2x6 STUDS @ SIM) 15/32" PLYWOOD BOTH SIDES 2x6 LEDGER OR TRUSS ATTACHED TO STUD WALL W/ (2) 16d EA. STUD \\-(2) 10d NAILS @ 6" OC `BEAM PER PLAN TRUSSES @ 24" OC 15/32" ROOF 2x12 BLOC SHEATHING BETWEEN TRUSSES E.N. 2x CONT.* FASCIA SHEARWALL- PER PLAN 15/32" ROOF 12 E.N. SHEATHING 4F— Fl TOW 10' —O "0 AFF PRE -MANUF TRUSSES @ 24" OC SIMPSON H1 EA. TRUSS STUDS @ 16" OC IOd NAILS @ 6" OC K8 CONT. PLATE I `W12x45 BEAM W/ 1/2 "0 x 2 114" STUDS @ 24" OC ON TOP FLANGE PRE -MANUF MONO TRUSSES @ 24" OC ROOF EAVES ENTRY 3/4" -1' -0" 15/32" ROOF 2x12 BLOC SHEATHING BETWEEN TRUSSES E.N. 2x CONT.� FASCIA SHEARWALL-\ PER PLAN 5/8" ROOF E.N. SHEATHING ROOF EAVES @ ENTRY 3/4 " -1' -0" E.N. 'PRE -MANUF TRUSSES @ 24" OC SIMPSON Ht EA. TRUSS -2x4 STUDS @ 16" or- (2x6 STUDS @ SIM) '15/32" PLYWOOD BOTH SIDES 2x6 LEDGER OR TRUSS ATTACHED TO STUD WALL W/ (2) 16d EA. STUD (2) 10d NAILS @ 6" OC W12x45 BEAM W/ 1/2" 0 x 2 114" STUDS @ 24" OC ON TOP FLANGE TRUSSES @ 24" OC 15/32" ROOF 2x12 BLOC SHEATHING BETWEEN TRUSSES E.N. 2x CONT.� FASCIA PER PLAN 4 70W 131-011 AFF 0 PRE -MANUF TRUSSES @ 24" OC SIMPSON HI EA. TRUSS !xb STUDS @ 16" OC -(2) IOd NAILS @ 6" OC 2x8 CONT. PLATE 3/4" GYPCRETE f314" PLYWOOD SUBFLOOR \-W16x40 BEAM W/ 1/2 "0 x 2 114" STUDS @ 24" OG ON TOP FLANGE PRE -MANUF TRUSSES @ 24" OC FLOOR / ROOF DETAIL 3/4'4-0" 11 7/8" I -JOIST PER PLAN a w u TT� V 1 I WI i i i r O w M N p ti M rn 9.M00 s~ O ' kn N �M °p0�° ON � U „ a " V Z Q N (on0 .-M Nr"o W�ZO1rn w J L�MM N Z X060 Z�('3� �.s a� W °a V N U z r-i CO � w w ' z Ch z w REVISIONS: S. OF WA jA h 1A AgSrCNAL �' EXPIRES: 01 -27 -05 PROJECT TITLE: H C7 � 3 c z w o o C7 U H U Vl SHEET TITLE: ROOF FRAMING DETAILS DRAWN BY SHEET: SD.5 SMC PROJECT 04074,-5 18 OF 18 DATE nua. z�, zooa I r' t KEY PLAN MEGHANIGAL LEGEND ® SUPPLY ® EXHAUST z RETURN OT THERMOSTAT ® 46 AFF F -X W/ CONTROLLED UNIT NOTED L— MANUAL VOLUME DAMPER e ELECTRIC HEATER OCOMBINATION FIRE / SMOKE DAMPER WITH FUSIBLE LINK OFIRE DAMPER WITH FUSIBLE LINK SMOKE DAMPER o— AUTOMATIC SHUT -OFF SMOKE DETECTOR ®— TEMPERATURE SENSOR NT5 NOT TO SCALE 1 pA M2.1 scal_I I,AL FIRST FLOOR - HVAC; _11_m• Z z z J CL z J p a V oC (3 v Z F = z >W U w W NZ O � co) cc aW 3 W F- Z V) _ 3 Z o LL. z W J � a - a CL W M El INC. Consulting Engineers 2007 S.E. Ash St Portland, OR 97214 PHN: 503) 234 -0548 FAX: (03) 234 -0677 Wff.MnA- ENG.COM SHEET i M2.1 OF 17 m � ' O C p Z d ; D '0 Z G U Z z z J CL z J p a V oC (3 v Z F = z >W U w W NZ O � co) cc aW 3 W F- Z V) _ 3 Z o LL. z W J � a - a CL W M El INC. Consulting Engineers 2007 S.E. Ash St Portland, OR 97214 PHN: 503) 234 -0548 FAX: (03) 234 -0677 Wff.MnA- ENG.COM SHEET i M2.1 OF 17 C C M2.1A FARTIAL FIRST FLOOR - I- VAC SCALE: 1 /8' a V -0" ON FIRE / SMOKE DAMPER -LE LINK PER WITH FU5IBLE LINK �MPER 'IG 5HUT -OFF ,ETEGTOR TUBE 5EN50R 5GALE z Z O C— z J p a • N Vcc 3 U Cg v Z Z �m _ jW U w H � W a NZ O (� � O3 z LLI CO Z al �� 3 W W Z o LL. Im Z� CL W J a a W f- oc a W� M FI INC. Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN_ 503) 234 -0546 FAX: 03) 234 -0677 lllfIIMU- ENG.COII SHEET M21A OF 17 w ILL. C z Z O C— z J p a • N Vcc 3 U Cg v Z Z �m _ jW U w H � W a NZ O (� � O3 z LLI CO Z al �� 3 W W Z o LL. Im Z� CL W J a a W f- oc a W� M FI INC. Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN_ 503) 234 -0546 FAX: 03) 234 -0677 lllfIIMU- ENG.COII SHEET M21A OF 17 LOCATE GRILLE 12" FROM FINISH FLOOR. SHAFT TO BE USED AS A PLENUM UP TO RTU PROVIDE GRILLES WITH 3/4" SPACING AND 35" DEFLECTION WITH NG LEVEL OF NO GREATER THEN 33. TYPICAL 2 PLACES. 0 07 20X20 OSA DUG' 4"(P EXHAUST UP THROUGH ROOF. PROVIDE RATED ACCESS - LARGE ENOUGH TO REMOVE EXHAUST FAN. MUA -I SENSOR CON 8X6 TRANSFER MLLE - IN DOOR. TYPICAL OF 2. Fm FE] 3 X10CFM LOCATE I2 OM FIN15H FLOOR. 5A FROM �J ICI ^ R'�1�•- 12'0 SA 12'0 SA SLEEVE AND DAMPER-J A- 4 0-CFM Vzi INTO SHAFT. ®► / ®► ® / ® ► /®► z DINING �s SMOKE DAMPER OT _ 116 .I 400CPM 12 SA S 1210 SA 12XI2 NECK 350 GFM 375-CFM NTS NOT TO SCALE 12'0 SA 3"(P EXHAUST z , 400 CAM UP IN WALL. „� 1200 SA 400CPM 400CFM 325 GFM 22X46 ®► 255�i 12'0 SA 40-0---CPM 24X10 E)� AND 24X12 TO HOOD S'0 SA 250CFM / ►1911 T 1200 SA 12'0 SA 35� KM RTU -8 32 �FM Vzi 1■ ,,,, '__ ® / ®► Lipces w b K18' RAISXIS RA 0 Cpm l CFM 18X18 5A/RA- KITCHEN / ► I„ 12.0 $A 350 CG M UP —n�o 41 0 CFM 10'0 RA 1SX10 RA 290 CAM III 40D--CFM 0 5< r rimIml 3 mlr�ws- lliLm T13 PROVIDE "GAR" SYSTEM WITH GRILLE 5EE15ETAIL ON M3.1 FOR INFORMATION. 10X9 5A UP AND OVER RETURN AIR DUCT IN 12X5 SA 12XS ATTIC, SPACE. T A, 12'0 SA 32,5 -CFM DWWG � ® 113 Vzi 1■ ,,,, '__ ® / ®► /®► z •- • -• �s SMOKE DAMPER OT _ 12.0 $A .I 400CPM 350 C M S PROVIDE TITUS TDG 12XI2 NECK ,i DINE 113 AND II6 CEILING DIFFUSER. NTS NOT TO SCALE L /�`. ' z , �OrIrI ; In 12.0 SA 12'0 SA „� 1200 SA 400CPM 400CFM 325 GFM T A, 12'0 SA 32,5 -CFM DWWG m ® 113 O COMBINATION FIRE / SMOKE DAMPER AL ® / ®► /®► z RETURN �s SMOKE DAMPER OT 12.0 SA 12.0 $A F -X 400CPM 350 C M S PROVIDE TITUS TDG 12XI2 NECK FOR ALL DINE 113 AND II6 CEILING DIFFUSER. NTS NOT TO SCALE ► /®► /®► 12.0 SA 12'0 SA 1200 SA 400CPM 400CFM 325 GFM STAFF LOUNGE 1 PARTIAL Fl M21B SCALE:1�8'.1' -�• T FLOO 12X6 SA 150CFM I DI - H V,AG - ,i •1 1SX6, SA 300 CFM D �j 250 CFM 0 SA OFFI 2S00ZFM OFFICE 103 ❑ 8'0 SA 20 a EH EN LE El C FIRE PLACE VENT, SEE ARCHITECT SUBMITTAL FOR SIZE. PROV40E "GAR" SYSTEM WITH GRILLE SEE DETAIL M3.1 FOR INFORMATION. KEY PLAN MEGHANIGAL LEGEND m ® SUPPLY O COMBINATION FIRE / SMOKE DAMPER WITH FUSIBLE LINK ® EXHAUST O FIRE DAMPER WITH FUSIBLE LINK z RETURN �s SMOKE DAMPER OT THERMOSTAT ® 45 AFF AUTOMATIC SHUT -OFF F -X W/ CONTROLLED UNIT NOTED SMOKE DETECTOR S MANUAL VOLUME DAMPER TEMPERATURE SENSOR s ELECTRIC HEATER NTS NOT TO SCALE I Z Z J O CL ? J O • N Q 0 Z ZI= _ U j~MM - LIJ vJ � W � Z 0 LL— Cc W ~ �Z Z 3 W Z LL. Im 0 CL Z W J a_ W F-- WCL Ail M AI INC, Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: 503) 234 -0546 FAX: (03) 234 -0677 WWW MFIA- ENG.COM SHEET M21B I of 17 m � o e� •• = i 3 � v t z N S d D cam I Z Z J O CL ? J O • N Q 0 Z ZI= _ U j~MM - LIJ vJ � W � Z 0 LL— Cc W ~ �Z Z 3 W Z LL. Im 0 CL Z W J a_ W F-- WCL Ail M AI INC, Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: 503) 234 -0546 FAX: (03) 234 -0677 WWW MFIA- ENG.COM SHEET M21B I of 17 KEY PLAN MEGHANIG4L LEGEND ® SUPPLY O COMBINATION FIRE / SMOKE DAMPER WITH FUSIBLE LINK ® EXHAUST O FIRE DAMPER WITH FUSIBLE LINK z RETURN �s SMOKE DAMPER O THERMOSTAT ® 48 AFF o- AUTOMATIC SHUT -OFF F -X W/ CONTROLLED UNIT NOTED SMOKE DETECTOR L_ MANUAL VOLUME DAMPER TEMPERATURE SENSOR C5 ELECTRIC HEATER NTS NOT TO SCALE 5��L T oF WAS.y���a CO r 35969 �E�IST1 ZONALl EXPIRES: 14JAN06 O N � m N � li 0 O �p G Z 101 Y V = i z � a Z Q O • (A v VIc 9 z Ov Q zz w J � � � W � I-' Z O N — J W z C3o U 10 Z I Ld 0 c Z� W � Q W — W OQ.. M INICO AI Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: 503) 234 -0548 FAX: (03) 234 -0877 "W_MM— ENG.COI[ SHEET M2.2 OF 17 F I� I I I I I � I, KEY PLAN MEGHANIGAL LEGEND ® SUPPLY ® EXHAUST ' RETURN O THERMOSTAT ® 48 AFF F -X W/ CONTROLLED UNIT NOTED MANUAL VOLUME DAMPER 8 ELECTRIC HEATER OCOMBINATION FIRE / SMOKE DAMPER WITH FUSIBLE LINK OFIRE DAMPER WITH FUSIBLE LINK SMOKE DAMPER o- AUTOMATIC SHUT -OFF SMOKE DETECTOR TEMPERATURE SENSOR NTS NOT TO SCALE 4 W o � m � ' o O .pp. d C G Csi C Z z CL ZE F- a J Z J � N U vi 3 z C� v Q zz w � W � Pon HZ O � - J LL. co) W gas y c 4c O V I= X V) O d I z W J W Q H � W CL M AI Consulting Engineers 1 2007 S.E. Ash St. Portland, OR 97214 PHN: 503) 234 -0548 FAX: (03) 234 -0677 L WW_MFIA- ENG.COM SHEET 2.2A OF 17 I5XI4 GREASE EXHAUST FROM RANGE DISCHARGE SHALL BE MINIMUM OF 3 1 ABOVE ALL ROOF TOP UNITS AND MUD 4"'P TO �_j IH I \ \ \ \ 16XIO 5A FROM ABOVE - ` ` 12X10 SA DOYVN IN SHAFT. I \ \ I \ \ I / / / 1211(D 5A f' / TYPICAL OF /l I ' 12X12 5A 2OX20 RA - 12" INTO 5HAFT. KF J5T DUCT GAP. KITCHEN EQUIPMENT UNITS BY KITCHEN 15UPPLIER. SHOWN ON PLAN FOR COORDINATION PNLY. N 2 "(A 05A 5 x�FM LOCATE \/F I — —I FINISH FLOOR. EXIT/ STAIR 221 Il CK 1 sA EX ' r -CO DI 'fE LO¢ATI�N WIH" AND ADD OX CgNTRy CTION � I I �3V EXHAUST FROM BELO) \ I L AF,ONT , ROg9 I\ 201 \ J 100 �\ — — — — 2-15 CEM- -3"0\EXHAU5T_EROM M BELOW 16X16 RA A� 000 1 _7 10'4 SA -- -215 CFM _ A DUCT 1 \\ \18X16 A 1 naT ❑ �E-414 \ 1$X16 / � 20X12 LOWER 2 / ❑ MECHAMCALO Fr T 2m3 O GAS FLUE FROM BE g rYi �aAS FLUE FROM FIF ® y MECH MEGH ICAL / `\ 10 "�A 05A TO SIDE L 6 \ \ \ ® WAL AP \ COMBUSTION AIR F TYPICAL �f 4 M \ `\ KF Vf�OR DUCT SHAL ro J� _ 3 FEET ABOVE ALI — UNITS AND MUA -I. N d 14X12 05A TO 14X12 LOWE _21m E — — — — )77 — 12 "(> SA TYPI&A\,L OF 8 I\ \ I ` I \ \ I \ \ I \ I \ I ` _ / I / I ' I / / I ' PROVIDE " DETAIL ON IRA - 12" INTO SHAFT. PROVIDE "GAR" SYSTEM WITH DETAIL ON M3.1 ADDITIONAL I 3"0 EXHAUST FROM "GAR" SYSTEM WITH 6P_= - #, SEE ADDITIONAL INFORMAgigN. � I / / / I a•4 SA ' &X& EXW \ OLETT 2 0 M \ 0 � \ 2m4 J - -- \ 124 EXH EXIT/ STAIR 251 t 1 a) PARTIAL SEGOND FLOOR - HVAG M226 SCALE:1 /8' =I' -0' OR T NSTALL. I I I I I I I I I I VENT UP THROUGH ROOF. I I I I I I TOP KEY PLAN MEGHANIGAL LEGEND ® SUPPLY ® EXHAUST RETURN O THERMOSTAT ® 48 AFF F -X W/ CONTROLLED UNIT NOTED L- MANUAL VOLUME DAMPER a ELECTRIC HEATER OCOMBINATION FIRE / SMOKE DAMPER WITH FUSIBLE LINK OFIRE DAMPER WITH FUSIBLE LINK SMOKE DAMPER ®— AUTOMATIC SHUT -OFF SMOKE DETECTOR TEMPERATURE SENSOR NTS NOT TO SCALE ?� 14 - 2 .: 6 r �r o� N m o po A. 3 Z D O V Z Q J Z � a Z O a U 3 � O Q v 2 ' z LLJ � W � �— Z O N J LL. cc 43 W Z V1 C� o U 40 Z V) o Z� W J W c WCL cc M AI INC. Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: 503) 234 -0548 FAX: ( 3) 234 -0677 W111T.NFIA- ENG.COY SHEET 2.2B OF 17 KEY PLAN MEGHANIGAL LEGEND ® SUPPLY ® EXHAUST z RETURN O THERMOSTAT ® 48 AFF F -X W/ CONTROLLED UNIT NOTED L_ MANUAL VOLUME DAMPER OCOMBINATION FIRE /SMOKE DAMPER WITH FUSIBLE LINK O ie� D AITG. FIRE DAMPER WITH FUSIBLE LIW SMOKE DAMPER AUTOMATIC SHUT -OFF SMOKE DETECTOR TEMPERATURE SENSOR McIT T/1 C,/ AI E J . G L o � m � ' O � O G Z d 3 C V G Z Z Q O CL z J U) Q C� v Q Z� 2 �w W W � � NZ O O co) � Cc OC W Z v, 3 �Z Z� IL W J � Q W H � Q WCL M El A INC. Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: (503) 234 -0548 FAX: (503) 234 -0677 WWW.mFiA- ENG.COM SHEET M2.3 OF 17 KEY PLAN MEGHANIGAL LEGEND ® SUPPLY O COMBINATION FIRE / SMOKE DAMPER WITH FUSIBLE LINK N EXHAUST O FIRE DAMPER WITH FUSIBLE LINK z RETURN �s SMOKE DAMPER O THERMOSTAT ® 45 AFF mo- AUTOMATIC SHUT -OFF F -X Al CONTROLLED UNIT NOTED SMOKE DETECTOR I- MANUAL VOLUME DAMPER TEMPERATURE 5EN5OR s ELECTRIC HEATER NT5 NOT TO SCALE 4 2. �4 AS y z 35969 is f � 10NAL'l EXPIRES: 14JAN06 o � �o - ' C O O V C C Z z Q C CL Z J p y a �v Q Z� 2 �w W J� W > NZ O O N LL. a3 W Z c�3 �Z Im Z� CL W J W H � Q WCL cc M kJ A INIC �conmllting Engineers 2007 S.E. Ash SL Portland, OR 97214 PHN: 503) 234 -0546 FAX: (5033 234 -0677 11WN.1m- ENG.COM SHEET M2,3A OF 17 _1,4RT I AL M23B SCALE:I /8' =I' -0' THIRD FLOOR - HVAG KEY PLAN MEGHANIGAL LEGEND ® SUPPLY ® EXHAUST z RETURN O THERMOSTAT ® 48 AFF F -X W/ CONTROLLED UNIT NOTED � MANUAL VOLUME DAMPER a ELECTRIC HEATER OCOMBINATION FIRE / SMOKE DAMPER WITH FUSIBLE LINK OFIRE DAMPER WITH FUSIBLE LINK SMOKE DAMPER m0- AUTOMATIC SHUT -OFF SMOKE DETECTOR TEMPERATURE SENSOR NTS NOT TO SCALE 0 '2 �ra o � m � ' O ° 11) z� a Rill Z Z Q O CL z J ai Q 0 cc ; V v Q Z me 2 W W J � � W NZ O O ra� � Z v► 3 Coc a � Z 1- Z o°. W J � Q W I- oC a WCL M FA I tNCo Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: 503) 234 -0548 FAX ( 3) 234 -0677 11WWXM- ENG.COM SHEET IM2,3B OF 17 �\ ----------------- I ,I / , I / , I / , I , / I , / I \ \ I \ \ I \ \ I \ \ I \ \ I \ \ I r--- - - - - -- y - -- I � 20 GAL. GALVANIZED SHEET METAL HOOD TO BE INSTALLED AFTER DUGT5 ARE SET. SIDE WALL GAP WITH BUILT - BACK DRAFT DAMPER. UNISTRUT ANCHORED TO CLAMP DUCT TO STRUT KEY PLAN RIGID DRYER VENT \ 15 GFM \ I I I \ \ Cu i / / \ \ \ \ FILL OPENING WITH FOAM INSULATION AFTER DUCTS \ \ ® IL ARE INSTALLED I J EF 31 �\ � -- IXIO EXHAUST �- 3F 10 \\ \\ 2 YEiz VENT "DOCK a- {OUSE" x 4415 GFM i \ \ \ \ \ \ M2 NOT TO SCALE Lu 165 GFM \\ \\ ILl / / 165 GFM 14JJP RA \ _ — \ -Nli &W 05A TO RO F GAP -- - - - - -- \\ 1 \\ - - - - - -- - - - -- 10 "4' 05A TO OF GAP --------------- - - -� --- - - - - -- - - - - -- q „ I2 "m 5A IomSA 8 "(D SA gg I&XI0 A is o 46XIO 5A INTO JOIST SPACE. TD / i - - - - - -- \ 14X12 EXHAUST \ / / `\ \ \ / / / r 7 \ 165 GFM I \ / / / \ l0 "� SA Gu \ I \ / 165 IC FM / ID EXH. '2 O GFM 1,2 SA / / 12 m EXH. � \ / X \ / 12y4 EXH. 110 GFM 14 2 I 60 GFM EF / -- ___-- - - - -\J (5) DRYER VENTS I 165 GFM L - - - -- - - - - - \J \ \ \ \ 1 L t2"v 32 UP THROUGH ROOF. , \ I I \ \ 4130 GFM PROVIDE DOG HOUSE I / \ Li / \ \� 165 GFM \ / IC \ \ 165 GFM -- - - - -- — — W L TO ALLO FOR SIDE - - - -J - -- -- - - - - -- \ / \ \ \ \ \ \ \ \ \ \ 165 GFM WALL D15CHARGE. I / \ 1 165 GFM EF 165 GFM Z — — — — - €L €MATOR RELIEF GAP WITH \ \ EF 1155 GFM BAROMETRIC BACK DRAFT 20X12 HAU5T \ \ ® 33 DAMPER. PROVIDE 3 SQUARE 165 GFM - -- - - - - -- GFM 165 GF 15 GFM FEET OF FREE AREA. 165 GFM 165 GFM 165 GFM 1430 GFM EF - - - -- -\ - 1 V -,\ / \ - / - / \ - \ \ - - \ \ - \/ - - / \ — / — / — / - - \ \ — / \— / \ y— I 1 , \ — \\ \ \ \ \\ \\ \ 34 165 GFM 165 GFM 12 "(P EXH. 14" m EXH. Ll- - - / EXHAUST DUCT — — — I� _ IN OPEN WEB JOIST. - -- 1 - - - - - -- I '4 EXt ---- - - - - -- +2" m €xH. - - - - - -- - - - -- 165 GFM 18x12 EXHAUST b5 GFM \ - \ \ - \ - \ - \� - -- I \\ - - - - - - - - - - // \ \ - I - - - - -- ---- - - - - -- J // \\ L- / I - - - - - - - - - - - - - -- �:j � - -- - - - - - -- I L/---- -- ------ - - - - \J Z------ __---- - - - - \j --- - - - - -- — — — — — — - L/ --------------- - - - - -� PAiRT I AL M2A ) SCALE:I /S' =1' -0' AN - HV,AC 'aa4 -2C o N w m ' ' ti 0 O _p0 C 3 C .� V �==yy• G V Q d Z o Z _I O N o- V� 3 O Li Q Z O z H 0 ' Z �W U_ I— Z Z � Q co) U W y 3 CP o 40? J 1=0 O d Q W UA � a U. W M AI Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: (503) 234 -0548 FAX: (503) 234 -0677 >AWIV.I M- ENG.COM SHEET M2.4 OF 17 F- - -- -7 \ / I i I 60 GI�M I \ / 195 \ / / G��1 x Y EF e",O ® -'� OX& EXHAAST �5 GFM (EOF . X60GF- - -- - -- - -Lu -- -L - --(/ I , \ I ?5 GFM DRYER I NT HOU5IN6 , / \ 60 GFM I / I L - - - - - - - - - - 7-- 1�RYC�R VENT HOUSING 5"(P EXHAU T DUCT r /X 60 GFM 60 GFM IN OPEN WdB JOIST. / / Lu TYPICAL e DRYER VENT HOUSING 112XIO EXHAUST i (Egr-) 4 95 GFM I —� -4- d) \ , // ,/ d) 60 GFM DRYER VENT HOUSING LL / �- - - - - - 2-10 GFM 1 150 GFM \X/ // 14XIO E�H�T // ,/ \ \ \\ / /// \\ ... ... \/ EF --r 6"m �)(HAUST D GT 12 "0 EXH. 1 / IN OPEN `1NEB 5T - - - / \ \ / / \ 75 GIFM // w / 8X8 EXHAI��T \\ i W e \ \\ 60 GFM / w ^ EF 1 / 6" m EXH. \ / b" (P EXH. -- - -- -- - - - - -� - - - -� F1� \ 75 GFM l60 GFM 60 GFM 90 GFM �5 GFM \ \ 60 GFM \ � - - - - - - -- RYER VENT HOU51N6 6" oP EXHAUST \ \ O DRYER VENT HOUSIN6 \ \ TYPICAL OF ALL \ \ I \ \ 60 GFM 60 GFM 1 \ \ \ \ 105 GFM . T I 60 GFM \ \ \ \ \ \ \ ® DRYER VENT HOUSING 105 GFM \ \ I I s I 12 60 GFM 60 GFM ��; =" I_'I r_ ___ - - - - -- DRYER VENT 1-105JSINC 60 GFM 60 GFM 60 GFM I 95 GFM \ \I 60 GFM —SEE M3.1 FOR DRYER VENTING DETAIL. / 615 GFM TYPICAL OF ALL DRYER VENT HOUSING. ALTERNATE LOCATION. O DRYER V NT HOUSING -- /,/ w \\ / EF 60 GFM 60 GFM �\ - - -- 25 '75 GFM 105 GF I \� - - - - , T 60GF1G1 � P-4\�-EAH-- 12 "m SA/ 6 �P EXHAUST DUCT 12" (P EXH. w I IN 6P\EN WEB JOIST. , - \ I Fa1X16 SA \ / 10"(P EXH. 8 "Q EXH. / / \ \ 12" m 5A / _ \ / / \ / 10� GF l5 GFM \ / \ \ \ 12X1'0 EXHXUST / / \ \ , 6"0 SA 4XI6 SOUND LINED RAI I w / \ - - - - - -- \� // \\\ ----- - - - - -- �\ \\ e �\ \\ —h - - - - - -- \ \r \ \ 1 6"415A T I / \\ \\ I Ll 6 GFM \ \ \\ 1 I / \ 1 / \ r +— T - - - - -- x \ � /� - -J w \\ \\ T\ 8 \ \ 1 ELEVATOR RELIEF GAP WITH BAROMETRIC BACK DRAFT \ \ DAM .- PROVIDE- 350UARE- -� , / \ \ 60 GFM - FFETI OF, FREE AREA. I L! - _ - J Il- \ I I I \\ 60 GFM - -- -- I \ \\ - - - -�� -- // DRYER VENT HOUSING I r- T x - - - -- 1 1 w \ 1 1630 GFM \ , 210 GFM \ \// \\ /xw EF 29 / \ 8� I I i \ \\5 //GFM I - w / / 14X10 EXHAUST\ ••• ••• EF 5 \\ W 1 2� O GFM I IOX6 EXH /AGST \9 I LZ -- 1 - - - - - -` I __�I 1 60 GFM \ 1 fi ARTI.AL ROOF FLAN - HVAC 1 I - - -- - M ?.4A D SGALE:1 /8' =1' -0' 1L/ - - -- / R V- - ENT - -HOU I - G - - -= - - - -- \ A 60 GFM �� \\ RTU TO BE AS CLOSE TO- - - - - HALL AS POSSIBLE FOR SARA DROP INTO SHAFT. ---- - - - - --- I I L - - -- - -\�J - -- 7 / / I 1 I I \ 1 \ \ I KEY PLAN L WAS��I�a_ 35969 IST� lGNAl, �' o � m f. sect -=vu = O ge Z ss o Z ii 0 �- V� 3 /� me V0 O Z� 0 �sii Z W J WW U I- z Z c Q r_ CO � U 0 W (n 3 C� o 40? i Z n. �- � a CL M El A Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: 503) 234 -0546 FAIL- ( 03) 234 -0677 TWW.MFIA- ENG.COM SHEET M2.4A OF 17 BOOSTER FAN: EXTERIOR MOUNTED FANTECH R PROVIDE WITH PRESSURE SWITCH OPTION FANTI SIDE WALL GAP WITH BUILT DRYER ROUTING - BACK DRAFT DAMPER :K DRAFT DAMPER BUILT -IN. `_NT HOUSING �T USE SCREWS OR FASTENERS THAT RATE R161D DUCT FOR CONNECTING CURING RIGID DUCT TOGETHER OR ,LL. CAULK EACH FLOOR PENETRATION I APPROVED UL SEALANT TO MATCH STRUCTION. iAUGE - 4 "4> RIGID DRYER VENT- TYPICAL OF ALL LINT CLEAN OUT :L EACH FLOOR. SEE ENLARGED FLOOR PLANS M3.2 FOR PROTECTIVE WALL. TYPICAL EACH FLOOR. PROTECTIVE WALL FIRST FLOOR ALTERNATE LOCATION WHEN RANGE I5 ON AN OCCUPANCY WALL. SEE M2.4 - M2.415 FOR LOCATIONS. COORDINATE WITH LOCATION WITH ARCHITECT AND MADDOX CONSTRUCTION PRIOR TO COMMENCING ANY WORK IN THESE ROOMS. EH _ELECTRICAL WALL HEATER. PROVIDE 6826 BTU OF ELECTRICAL HEAT (BTU RATING REQUIRED TO BE ACHIEVED AT ANY VOLTAGE - NOTE: UNITS OPERATING AT 240V WILL OPERATE AT 208V WITH 25% REDUCTION IN OUTPUT) HEATERS SHOWN HERE FOR LOADS ONLY, SEE ELECTRICAL SHEETS FOR ALL OTHER INFORMATION. EH - ELECTRICAL WALL HEATER. 2 PROVIDE 5120 BTU OF ELECTRICAL HEAT (BTU RATIN6 REQUIRED TO BE ACHIEVED AT ANY VOLTAGE - NOTE: UNITS OPERATING AT 240V WILL OPERATE AT 208V WITH 25% REDUCTION IN OUTPUT) HEATERS SHOWN HERE FOR LOADS ONLY, SEE ELECTRICAL SHEETS FOR ALL OTHER INFORMATION. EH - ELECTRICAL WALL HEATER. 4 PROVIDE 3415 BTU OF ELECTRICAL HEAT (BTU RATING REQUIRED TO BE ACHIEVED AT ANY VOLTAGE - NOTE: UNITS OPERATING AT 240V WILL OPERATE AT 205V WITH 25% REDUCTION IN OUTPUT) HEATERS SHOWN HERE FOR LOADS ONLY, SEE ELECTRICAL SHEETS FOR ALL OTHER INFORMATION. 3"lP EXHAUST DUCT UP IN STUD SPACE. MATERIAL: MINIMUM OF 26 GAGE SHEET METAL. PROVIDE ALDES CONSTANT AIR REGULATOR "GAR' BATHROOM TO BE REGULATED FOR 25 OR 30 CFM (SEE TYPICAL UNIT 111-13.1 AND 2/1-13.1 FOR BATH ROi KITCHEN AREA TO BE REGULATED FOR 25 CFM OF 26 GAUGE SHEET METAL BOX FOR 2X4 PARTITION WALL. FIXED GRILLE GRILLE AND EXHAUST ENLARGE TYP I GAL UNIT PLANS SEE 4/M3.1 FOR TYPICAL DETAIL. TYPICAL OF "CAR" SHOWN ON THIS SHEET. Z z Z_ 0• N � 3 Z vo Q V J Z co °- Z j J U_ WW Z co U C LJJ Cc W 3 ° z N w coc o Z 12 J �0 d Z Ww cc H W M El A INC. Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: (_503) 234 -0548 FAX: (503) 234 -0677 WWW.MM- ENG.COM J SHEET M31 OF 17 e n o m m ' ' O � 0 O po G d C. C V C Q Z z Z_ 0• N � 3 Z vo Q V J Z co °- Z j J U_ WW Z co U C LJJ Cc W 3 ° z N w coc o Z 12 J �0 d Z Ww cc H W M El A INC. Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: (_503) 234 -0548 FAX: (503) 234 -0677 WWW.MM- ENG.COM J SHEET M31 OF 17 4"(P EXHAUST DUCT UP IN STUD SPACE. (T)-PROVIDE ELECTRICAL WALL HEATER. 4 - ELEGTRIGAL WALL HEATER. MATERIAL: MINIMUM OF 26 GAGE 6826 BTU OF ELECTRICAL HEAT PROVIDE 5120 BTU OF ELECTRICAL HEAT SHEET METAL. (BTU RATING REQUIRED TO BE ACHIEVED AT ANY (BTU RATING REQUIRED TO BE ACHIEVED AT ANY VOLTAGE - NOTE: UNITS OPERATING AT 240V WILL VOLTAGE - NOTE: UNITS OPERATING AT 240V WILL OPERATE AT 208V WITH 2590 REDUCTION IN OUTPUT) OPERATE AT 205V WITH 25915 REDUCTION IN OUTPUT) HEATERS SHOWN HERE FOR LOADS ONLY, SEE HEATERS SHOWN HERE FOR LOADS ONLY, SEE PROVIDE ALDES CONSTANT AIR REGULATOR "GAR ". ELECTRICAL SHEETS FOR ALL OTHER INFORMATION. ELECTRICAL SHEETS FOR ALL OTHER INFORMATION. JANITOR/ PUBLIC, TOILET ROOMS TO BE REGULATED FOR 50 GFM OF EXHAUST. UNITS WITH NO KITCHEN SHALL BE REGULATED FOR 50 GFM OF EXHAUST. ENLARGED UNIT PLANS FOR LOCATION. EH - ELEGTRIGAL WALL HEATER. 2 PROVIDE 5120 BTU OF ELEGTRIGAL HEAT (BTU RATING REQUIRED TO BE ACHIEVED AT ANY STUDIO X26 GAUGE SHEET METAL BOX FOR VOLTAGE - NOTE: UNITS OPERATING AT 240V WILL 2X4 PARTITION WALL OPERATE AT 208V WITH 25% REDUCTION IN OUTPUT) FIXED GRILLE HEATERS SHOWN HERE FOR LOADS ONLY, SEE PTAG ELECTRICAL SHEETS FOR ALL OTHER INFORMATION. 3 EH -SEE M4.1 FOR INFORMATION. 3 JXE GRILLE AND EXHAUST BOX aM3 1 DETAIL PTAG PTAG 2 2 -A PTAG lxxxxxx 2 -A EH C EH VEH 4 SINGLE 4 SINGLE SINGLE BEDROOM BEDROOM BEDROOM T El0 6X6 EXH C7 LL 5� GSM EH 2 6X6 EXH 6X6 EXH 5 -CFM 5S 6X6 EXH S5CFM A SINGLE BEDROOM PTAG 0 1 2 -A } PTAG 6X6 EXH SINGLE 55 CFM _ BEDROOM 0 6X6 EXH 55 CFM Q Q T EH 0 2 m - 6X6 EXH S5GFM T SINGLE STUDIO PTAG BEDROOM SINGLE 2 BEDROOM EH 4 EH PTAG 4 3 PTAG 2 lxxxxxx ° °2= r� ENLARGE T'I'P I GAL UN I T PLANS M3.1 SCALE: I/4 "= I -O" EXPIRES: 14JAN06 Z 0 z z_ H VO ; Q Z °- > a 0 NJ � U UA ; Z Z = c ro U W NW c �3 N w Coc o � Q ~ J �� o Z� IL W W W W M AI Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: 503) 234 -0548 FAX: (03) 234 -0677 WWW.MM— ENG.COM SHEET M3.2 OF 17 m n o N m m N � S � O c 'O Q Z 0 z z_ H VO ; Q Z °- > a 0 NJ � U UA ; Z Z = c ro U W NW c �3 N w Coc o � Q ~ J �� o Z� IL W W W W M AI Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: 503) 234 -0548 FAX: (03) 234 -0677 WWW.MM— ENG.COM SHEET M3.2 OF 17 ROOF TOP UNITS MULTI FLOORS 1405P. RM 122 MULTI FLOORS - LOUNGE RM 323 MULTI FLOORS MULTI FLOORS DINE ROOM 113 DINE ROOM 116 MAIN KITCHEN NUMBER 4 K2 3 ?g 5 6 30 8 q TONS l.5 3 3 3 l.5 3 6 15 5 GFM 3500 1400 1120 1440 3300 1400 2550 3000 MOO EXTERNAL SP. ( "H20) 1.0 0.8 0.8 0.5 1.0 0.5 1.2 1.0 0.4 MIN CFM 05A 1400 NOTE #1 100 NOTE #1 300 5l5 q00 1050 600 GAS INPUT (MBH) 125 60 60 60 125 115 115 125 115 GAS OUTPUT (MBH) l2 461 4q 4q 12 613 g3 12 q3 FILTER TYPE 2" TA 2" TA 2" TA 2" TA 2" TA 1 2" TA 2" TA 2" TA 2" TA NO TOTAL 60OLIN6 (MBH) 410 36 36 36 qO 60 12 g0 60 z O ENT. AIR DB /WB. 141.0 /62.5 141.0 /62.5 141.0 /62.5 141.0 /625 141.0/62.5 141.0 /62.5 1q.0/62.5 141.0 /62.5 -741.0 162.5 0 LV6. AIR D13/WB. 65.0/65.41 65.0/65.q 65.0/65.q 65.0/65.q 65.0/65A 65.0/65.q 65.0/65.41 65.0/65.61 65.0/65.41 FIELD DRIVE REQUIRED NO NO YES YES NO YES NO NO YES FIELD SUPPLIED MOTOR AND DRIVE NO NO NO NO NO NO NO NO NO MOTOR - (S) STANDARD (H5) HIGH STATIC, HS HS NOTE #12 NOTE #12 5 NOTE #12 HS 5 S ECONOMIZER YES YES YES YES YES YES YES YES YES EFFIGIENGY (95) 8095 80% 80% 50% 80X-7 80% 80A5 SO% 80% VIBRATION 150LATION CURB YES NO NO NO YES NO YES YES YES UNIT WEIGHT (LB) 1111 663 663 663 1042 663 168 1042 122 ROOF TOP UNIT DI50HAR6E VERTICAL (V) OR HORIZONTAL (H) V V H V V H H H V I ) OUT 51DE TEMP =q5" 2) ALL ROOF TOP UNITS SHALL BE BELT DRIVE. 3) BASE OF DESIGN CARRIER 48- 5ERIE5 PAGKA6E ROOF TOP UNITS. 4) CONTRACTOR SHALL VERIFY ELECTRICAL REQUIREMENTS WITH DIVISION 16 5) SEE DETAIL ON M5.1 FOR UNITS REQUIRING VIBRATION ISOLATION CURBS. 6) ALL ROOF TOP UNITS SHALL BE PROVIDED WITH FLUE DISCHARGE EXTENSION OPTION. 1) ROOF TOP UNIT TO BE PROVIDED WITH 002 SENSOR AND CONTROLS TO OVER RIDE ECONOMIZER DAMPER TO OPEN UNTIL CO2 SENSOR IS SATISFIED - SET FOR MINIMUM OF 300 CFM OF OUT SIDE AIR. 6) ALL ROOF TOP UNITS ARE REQUIRED TO HAVE ECONOMIZERS TO COMPLY WITH WA5HIN6TON ENERGY CODE FOR TOTAL BUILDING COOLING ALLOWED WITH OUT AN ECONOMIZER. q) RTUS REQUIRED TO BE ON EMER6ENGY GENERATOR SHALL BE DELIVERED AND INSTALLED AS "2 - POINT" CONNECTION, COORDINATE WITH DIVISION 16. 10) PROVIDE CONVENIENCE OUTLETS ON ALL ROOF TOP UNITS. II) PROVIDE ALTERNATE DRAIN FOR CONDENSATE DRAIN FOR RTU -3. 12) ALL 3 TON UNITS SHALL BE PROVIDED WITH ALTERNATE MOTOR (BELT DRIVE). GONDENSI NCB UNIT MARK NUMBER GU 2U GU OFFICE AREA G 4U U 5 GU NOMINAL TONS 3 2.5 4 3 2 4 CAPACITY IN MBH 36 30 48 36 24 48 SUCTION TEMP (F) 45 45 45 45 45 45 OUTDOOR TEMP. OF (DB) ( °F) 410 410 410 410 410 410 LOW AMBIENT CONTROL YES YES YES YES YES YES OPERATING WT. (LB) 145 122 Iq2 145 Ill Iq2 t3A515 OF DE516N CARRIER 38 GKG DH PROVIDE 3 -5TA6E 6 KW ELECTRIC, DUCT HEATER. PROVIDE DUCT MOUNTED T'5TAT SET FOR 55 DEG F. SEE MECHANICAL PLANS FOR LOCATION OF DH -I AND TSTAT. COORDINATE WITH ELECTRICAL "MECHANICAL SCHEDULE" FOR VOLTAGE AND PHASE. PTAG ROOM THROUGH iNALL HVAG UNIT I COOLING UNIT WITH ELECTRIC HEAT HEAT = 2A KW ELECTRIC COOLING = II,g00 BTU /HR (AMANA PT6123A OR APPROVED) (TWO BEDROOM UNITS AND LARGE STUDIOS) PTAG ROOM THROUGH WALL HVAG UNIT 2 COOLING UNIT WITH ELECTRIC, HEAT HEAT = 2A KW ELECTRIC COOLING = 8,g00 BTU /HR (AMANA PTCOC13A OR APPROVED) (LARGE ONE BEDROOM UNITS) FURNAGE OFFICE AREA PUZZLE AREA FRONT ENTRY OFFICE AREA PRIVATE DINE LOBBY AREA MARK NUMBER I 2 INDEPENDENT AND 35 CFM IN ACTIVITY ROOM. 4 5 6 TYPE UPFLOW UPFLOW DOWNFLOW DOWNFLOW DOWNFLOW DOWNFLOW GFM 1365 6165 1150 1215 815 1800 EXTERNAL SP. ( "H20) 05 0.5 0.1 0.7 0.1 0.6 MIN CFM 05A 4415 330 810 410 211 140 GAS INPUT (MBH) 80 60 120 80 60 120 6A5 OUTPUT (MBH) 15 56 113 l5 56 113 FILTER TYPE 11,20% 11,20% 11,20% 1" 20% 11,20% 11,20% 0 0.05 50 640 640 0 OENT. AIR DB /WB. ( °F) 83.0/513 83.0/51.3 83.0/51.3 83.0/51.3 83.0/513 83.0/513 CO LV6. AIR DB /WB. ( °F) 60.2/48.q 60.2/48.41 60.2148.q 60.2148.q 60.2/48.41 60.2/48.q ECONOMIZER NO NO NO NO NO NO UNIT WT (LB) I418 I418 232 Iq8 232 232 BASIS OF DESIGN CARRIER 58MXA - qO% EFFICIENT 1) 3/4" CONDENSATE DRAIN AND OVER FLOW DRAIN TO APPROVED LOCATION. COORDINATE WITH PLUMBING CONTRACTOR FOR LOCATION. uA MAKE UP AI NI R UNIT FOR KITCHEN HOOD. I � ' MAKE UP AIR UNIT SHALL BE INTERLOCKED WITH KITCHEN RANGE EXHAUST FAN. 2500 CFM AT 1.25" ESP WITH 1 -3/4 HP MOTOR. 6REENHEGK K5FB- IOcl-HI5 OR APPROVED (UNTEMPERED UNIT) EH WALL MOUNTED ELECTRICAL WALL HEATER -3400 BTU /HR SEE DIVISION 16 FOR ELECTRICAL REQUIREMENTS. SHOWN ON PLANS FOR BTU LOAD AND LOCATION ONLY. PROVIDE WITH LOCAL THERMOSTAT. P2 A ROOM THROUGH WALL HVAG UNIT 4 RECESSED ELECTRICAL FORGED AIR WALL HEATER -3400 BTU /HR COOLING UNIT WITH ELECTRIC HEAT SEE DIVISION 16 FOR ELECTRICAL REQUIREMENTS. HEAT = 2.0 KW ELECTRIC SHOWN ON PLANS FOR BTU LOAD AND LOCATION ONLY. COOLING = B,gDO BTU /HR PROVIDE REMOTE THERMOSTAT, SEE FLOOR PLAN FOR LOCATION. (AMANA PTCOcI3A OR APPROVED) (SMALL ONE BEDROOM UNITS, SEE NOTE BELOW) PTAG ROOM THROUGH WALL HVAG UNIT 3 COOLING UNIT WITH ELECTRIC HEAT HEAT = 2.0 KW ELECTRIC COOLING = 1,000 BTU /HR (AMANA PTC013A OR APPROVED) (STUDIO UNITS, SEE NOTE BELOW FOR EXCEPTION) PTA4-2A NOTE. FOLLCMNS ONE BEDROOM UNITS TO HANIE PTA6-2Pu ROOM - 151, 252, 352, 160, 260, 360, 162, 262, 362, 169, 269, 369, M, 21K 364, 172.21'2, 3'12, 173, 213, 373, 175, 213, 375, 117, 211, 377, 178, 276 AND 979. ROOM N"ERS ARE BAS® ON THOSE INDICATED ON MECHANGA - PLANS ONLY. ARGHITEGTURAL FLOOR PLAN N"ERS SHALL NOT BE USED FOR PLACING PTAG -2A. PTA6-3 FXGEP110N NOTES FOLLOWN& 8TUD10 UNITS TO HAVE PTAG -I. ROOM - 163,206 AND 306. ROOM NJP4E1ERS ARE BASED ON THOSE INDICATED ON WE HANGAL PLANS ONLY A hOTEGTURiL FLOOR PLAN NJNIBERS SHALL NOT BE USED FOR THIS EXCEPTION. G G DUCTLESS SPLIT SYSTEM FOR ELEVATOR EQUIPMENT ROOM. I -P` INDOOR UNIT SHALL BE COORDINATE WITH ELEVATOR EQUIPMENT. G G INDOOR UNIT SHALL NOT BE PLACED OVER ANY ELEVATOR EQUIPMENT. 2 _ CONDENSATE LINE TO BE ROUTE PER MECHANICAL PLANS, COORDINATE WITH PLUMBING CONTRACTOR. PROVIDE COMPLETE PACKAGE INGLUDIN6 ADDITIONAL REFRIGERANT PIPE AS NEEDED TO COMPLETE INSTALLATION. COOLING ONLY UNIT = 12,000 BTU /H CAPACITY. MINIMUM REFRIGERANT PIPING LENGTH = 60 FT. MINIMUM ELEVATION DIFFERENCE = 20 FT. PROVIDE SANYO K51211/61211 02K5IIA UNIT) OR APPROVED. HOOD 5PECIFICATION5 TYPE I HOOD, SEE KITCHEN SUPPLIER PLAN FOR EQUIPMENT SPECIFICATIONS AND LOCATION. NOTES: 1) OUTSIDE AIR INTAKE SHALL CONFORM WITH UMG 2) WHERE SUPPLY UNIT EXCEEDS 2000 CFM PROVIDE CODE REQUIRED SHUT -DOWN. 3) ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL 4) LINING MATERIALS INSTALLED WITH DUCTS TO HAVE MOLD, HUMIDITY AND EROSION RF515TANT SURFACE THAT MEETS THE REQUIREMENTS OF IBC. 5) INSULATION MATERIALS APPLIED TO THE EXTERIOR OF THE DUGT5 LOCATED IN THE BUILDING TO HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND SMOKE - DENSITY NOT EXCEEDING 50 WHEN TESTED AS A COMPOSITE INSTALLATION. VENTILATION AIR SCHEDULE MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY - BATHROOM IS 20 CFM DESIGN MINIMUM IS 20 CFM IN INDEPENDENT AND 55 CFM IN ASSISTED. MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY FOR CONTINUOUS OPERATION: KITCHEN IS 25 CFM DESIGN MINIMUM IS 25 CFM IN INDEPENDENT AND 35 CFM IN ACTIVITY ROOM. ASSISTED LIVING UNITS HAVE APPROVED SLOTTED ROOM NUMBERAREA (SO. FT.)000UPANT NUMBER OF NUMBER OF OUTSIDE AIR OUTSIDE AIR SUPPLY RETURN EXHAUST AIR AND NAME AND MINIMUM OF 65 CFM OF EXHAUST FOR WHOLE LOAD FIXTURES OCCUPANTS REQUIREMENT REQUIRED (CFM)AIR (CFM)kIR (CFM)MR (CFM) SYSTEMS (P /1000 SQ.FT.) (CFM P) 0 0 cdE 3 OR(CFM /FIXT) = a Laundry 124 138 20 3 15 45 190 0 215 RTU -1, EF -1 Corridor 125 990 0 0 0.05 50 640 640 0 RTU -1 Corridor 130 730 0 0 0.05 37 480 480 0 RTU -1 Janitor 129 55 0 2 0 50 0 0 0 30 RTU -1, EF -24 Laundry 224 138 20 3 15 45 190 0 215 RTU— I,EF -6 Corridor 225 990 0 0 0.05 50 640 640 0 RTU -1 Plant 222 170 70 12 15 180 240 0 240 RTU— I,EF -6 Janitor 228 55 0 2 0 50 0 0 0 30 RTU -1, EF -24 Corridor 229 730 0 0 0.05 37 480 480 0 RTU -1 Corridor 326 990 0 0 0.05 50 320 0 320 RTU -1 Corridor 330 730 0 0 0.05 37 320 0 320 RTU -1 Janitor 329 55 0 2 0 50 0 0 0 30 RTU -1, EF -24 TOTAL 5771 6 18 528 3500 2240 1400 Corridor area Hospitality 122 755 120 *46 15 *690 1150 1150 0 RTU -2 * Actual number of people = 15, however code only allows for half of the code: =46. Minimum out side air for ventilation = 690 CFM ** Roof top capacity at 50% of out side air: provide CO2 sensor and controls — set OSA to 300 CFM TOTAL 1088 0 *46 * *300 1400 1400 0 corridor 320 45U 0 U U.u5 Z5 3ou 30U 0 RTU-3 Corridor 220 800 0 0 0.05 40 520 520 0 RTU -3 Corridor 120 450 0 0 0.05 23 300 300 0 RTU -3 TOTAL 1700 0 0 85 1120 1120 0 Laund 325 138 2U 3 15 45 190 0 215 RIU-4LF-4 TV 32 435 120 *27 15 *405 750 750 0 RTU- 4, EF -4 * Actual number of people = 12, however code only allows for half of the code: =27. Minimum out side air for ventilation = 405 CFM Billiards 322 300 120 *18 15 *270 500 500 0 RTU -4 * Actual number of people = 10, however code only allows for half of the code: =18. Minimum out side air for ventilation = 270 CFM ** Roof top capacity over 50% of out side air: provide CO2 sensor and controls — set OSA to 300 CFM TOTAL 873 0 *48 * *300 1440 1250 215 Corridor 159 815 0 0 0.U5 41 53U 530 0 RTU-5 Corridor 257 815 0 0 0.05 41 530 530 0 RTU -5 Corridor 358 815 0 0 0.05 41 530 530 0 RTU -5 Corridor 161 885 0 0 0.05 44 570 570 0 RTU -5 Corridor 260 885 0 0 0.05 44 570 570 0 RTU -5 Corridor 360 885 0 0 0.05 44 570 570 0 RTU -5 Laundry 126 20 3 15 45 160 0 210 RTU- 5,EF —IA TOTAL 5226 0 3 300 3460 3300 210 Laundry 352 155 20 4 15 60 275 0 275 RTU- 6,EF -4 Corridor 350 560 0 0 0.05 28 300 0 175 RTU- 6,EF -10 Lounge 352 415 120 50 15 *375 700 700 0 RTU -6 * Actual number of people = 25, however code only allows for half of the code: =25. Minimum out side air for ventilation = 375 CFM TOTAL 1245 0 55 483 1400 700 575 dine — * Actual number of people = 70. Minimum out side air for ventilation = 1050 CFM TOTAL 1500 0 *70 *1050 3000 3000 0 di 115 — * Actual number of people = 60. Minimum out side air for ventilation = 900 CFM TOTAL 1380 0 *60 *900 2550 2550 0 c en — — KF- 1 /KF- 2 /EF -2 TOTAL 1350 0 27 550 1900 1900 100 Uffice lss 140 7 1 2U 20 175 175 0 F-1 Charts 155 200 7 2 20 40 270 270 0 F -1 Meds 157 130 7 1 20 20 175 175 0 F -1 Corridor 150 560 0 0 0.05 28 300 300 0 F -1 Laundry 153 200 20 4 15 60 275 0 300 F -1, EF -5 Laundry 154 135 20 3 15 45 170 0 195 F -1, EF -5 TOTAL 1365 0 11 213 1365 920 495 Janitor — 12 — Corridor 250 560 0 0 0.05 28 300 300 0 F -2 Laundry 252 155 20 4 15 60 275 0 300 F -2, EF -3 Puzzle 253 260 120 *16 15 *240 390 390 0 F -2 * Actual number of people = 15, however code only allows for half of the code: =16. Minimum out side air for ventilation = 240 CFM TOTAL 975 2 *20 328 965 690 330 Activity — —25 * Actual number of people = 22, however code only allows for half of the code: = 48. Minimum out side air for ventilation = 720 CF Corridor 400 0 0 0.05 20 200 200 0 F -3 Bridge 201 590 0 0 0.05 30 300 300 0 F -3 Salon 210 185 7 1 2 50 100 250 0 300 F -3 TOTAL 1965 13 *50 870 1750 1500 330 office I — office 103 130 7 1 20 20 200 200 0 F -4 office 104 130 7 1 20 20 200 200 0 F -4 General store 270 120 33 15 390 400 400 0 F -4 Corridor 400 0 0 0.05 20 290 290 0 F -4 TOTAL 1015 0 470 1215 1215 0 Private ne 225 70 16 20 240 375 375 0 Computer 90 7 1 20 20 150 150 0 F -5 Corridor 335 0 0 0.05 17 290 290 0 F -5 TOTAL 650 0 17 277 815 815 0 Lobby — * Actual number of people = 15, however code only allows for half of the code: =16. Minimum out side air for ventilation = 240 CFM Reception /work 128 7 1 20 20 200 200 0 F -6 Living 102 360 120 *31 15 *465 300 300 0 F -6 * Actual number of people = 9, however code only allows for half of the code: =31. Minimum out side air for ventilation = 465 CFM Corridor 285 0 0 0.05 14 250 250 0 F -6 TOTAL 1523 0 *38 739 1800 1800 0 LI V ING U NIT VENTILATION RE UIREMENTS PER TABLE 3 -1 AND 3 -2 FROM WAC — 51. N MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY FOR CONTINUOUS OPERATION: BATHROOM IS 20 CFM DESIGN MINIMUM IS 20 CFM IN INDEPENDENT AND 55 CFM IN ASSISTED. MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY FOR CONTINUOUS OPERATION: KITCHEN IS 25 CFM DESIGN MINIMUM IS 25 CFM IN INDEPENDENT AND 35 CFM IN ACTIVITY ROOM. ASSISTED LIVING UNITS HAVE APPROVED SLOTTED WINDOWS AND MINIMUM OF 55 CFM OF EXHAUST FOR WHOLE VENTILATION. INDEPENDENT STUDIO AND ONE BED ROOM LIVING UNITS HAVE APPROVED SLOTTED WINDOWS AND MINIMUM OF 55 CFM OF EXHAUST FOR WHOLE VENTILATION. INDEPENDENT TWO BED ROOM LIVING UNITS HAVE APPROVED SLOTTED WINDOWS AND MINIMUM OF 65 CFM OF EXHAUST FOR WHOLE VENTILATION. MEGHANIGAL LEGEND ® SUPPLY N EXHAUST N RETURN O THERMOSTAT ® 48 AFF F -X W/ CONTROLLED UNIT NOTED L_ MANUAL VOLUME DAMPER a ELECTRIC HEATER MECHANICAL ENERGY NOTES: 1) EACH SYSTEM HAS AT LEAST ONE TEMPERATURE CONTROL DEVICE. SEE MECHANICAL PLANS FOR LOCATIONS. 2) MECHANICAL SPECIFICATIONS GALL FOR PROGRAMMABLE 1 DAY WITH SETBACK FOR FURNACES AND ROOF TOP UNITS OCOMBINATION FIRE / SMOKE DAMPER WITH FUSIBLE LINK OFIRE DAMPER WITH FUSIBLE LINK S SMOKE DAMPER ❑m — AUTOMATIC SHUT -OFF SMOKE DETECTOR o— TEMPERATURE SENSOR NT5 NOT TO SCALE MECHANICAL CONTRACTOR SHALL VERIFY EQUIPMENT VOLTAGE, PHASE AND NUMBER OF CONNECTIONS WITH DIVISION 16 PRIOR TO PURCHASE. ANY EQUIPMENT NOT ABLE TO BE ORDER TO MATCH DIVISION 16 SHALL BE "RFI" BACK TO ARCHITECT OR JOHN MADDOX OFFICE FOR RESOLUTION BEFORE PURCHASE OR ORDERING OF EQUIPMENT NOT MEETING DIVISION 16 REQUIREMENTS. 3) ALL EXHAUST DUGTWORK IN NON CONDITIONED 5PAGE5 SHALL HAVE MINIMUM OF R4 INSULATION. 4) HVAG CONTROLS: DEADBAND CONTROL OF 10 DEGREE MINIMUM. 5) ECONOMIZER SHALL HAVE THE CAPABILITY FOR 100% OUT SIDE AIR. (b) ECONOMIZER SHALL HAVE THE CAPABILITY FOR PARTIAL COOLING. 7) ECONOMIZER SHALL HAVE CONTROLS ABLE TO EVALUATE OUTSIDE AIR. 8) SEE MECHANICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION ON ECONOMIZERS. q) TOTAL GOOLIN6 WITH OUT ECONOMIZER 15 EQUAL TO OR LE55 THEN 20 TONS OF GOOLIN6 FOR ENTIRE BUILDING. 10) PROVIDE THERMOSTAT WITH SETBACK AND SHUT -OFF FOR PTAG -I AND PTAG -2. 11) PTAG -2A AND PTAG -3 WITH LOCAL MANUAL 5WITGH OVER AS PROVIDED UNDER 1412.4 EXCEPTION 2: EQUIPMENT WITH FULL LOAD DEMAND OF 2 KW OR LE55 MAY BE CONTROLLED BY READILY ACCESSIBLE MANUAL OFF HOUR CONTROLS. n j4® N n ' � ' • 0 0 cdE 3 v = a Z Z s� O Z Z_ 0 • a /V I 3 V) V V � Z me Z W LLJ 2 p� U W V) N Z J NW U iA W Z Z Z a W Z Z 11111111 C o 10 U LLJ Z� 0 IL W a W W M FAI Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: 503) 234 -0548 FAX: ( 3) 234 -0677 WWW ILM- ENG.COM SHEET M4.1 OF 17 EXHAUST FANS NUMBER EF 2 3 4F 5 6 7F 8 TYPE CABINET MOUNTED CABINET MOUNTED CABINET MOUNT CABINET MOUNT CABINET INLINE CABINET INLINE CABINET INLINE CABINET INLINE SYSTEM LAUNDRY KITCHEN JANITOR LAUNDRY LAUNDRY LAUNDRY LAUNDRY RE5TROOM5 SALON REST ROOMS GFM 210 40 320 210 525 455 440 105 TOTAL 5P. (114 H2O) 0.125 0.125 0.25 0.125 0.125 0.125 0.315 035 RPM GOO 100 1000 GOD 1080 1080 1080 1400 MOTOR (HP OR 4 48 W IS W 121 W 48 W 325 W 325 W 325 W 100 W INTERLOCK WITH CONTROLLED BY CONTINUOUS CONTINUOUS - - -- - -- - -- - -- - -- CONTROLLED BY CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS WHEEL TYPE /51ZE N/A N/A N/A N/A N/A N/A N/A N/A DISCHARGE (WALL OR ROOF GAP AS STATED) SIDEWALL 51DEWALL ROOF ROOF ROOF ROOF ROOF ROOF ISOLATION RUBBER RUBBER RUBBER RUBBER RUBBER RUBBER RUBBER I RUBBER DUCTWORK 51ZE (INCH) 8 "0 8"0 8"ip 8" (p 12 11m 12'W 12"(P 8110 SOME RATING 2.0 1.1 3.0 2.0 3.2 1 3.2 2.1 2.61 BA515 OF DESIGN GREENHEGK: CABINET MOUNT SP 210 -265 AND CABINET IN -LINE 65P 210 -265. CABINET MOUNT EXHAUST FANS (5P - SERIES) MOUNTED ABOVE RATED CEILING WITH PENETRATION INTO ROOM SHALL BE PROVIDE WITH FACTORY INSTALLED FIRE DAMPER OPTION. PROVIDE SPEED CONTROLLER FOR ALL DIRECT DRIVE FANS AS PART OF COMPLETE PACKAGE INSTALLATION. EXHAUST FANS NUMBER qF O 11 12 13 14 -2 TYPE ROOF MOUNTED ROOF MOUNTED ROOF MOUNTED ROOF MOUNTED ROOF MOUNTED ROOF MOUNTED ROOF MOUNTED SYSTEM RESIDENT CORRIDOR RESIDENT CORRIDOR RESIDENT CORRIDOR RESIDENT CORRIDOR RESIDENT CORRIDOR LAUNDRY RM 353 NOT USED GFM 320 115 320 320 320 215 LIVING UNITS TOTAL SP. (IN H2O) 0.10 0.10 0.10 0.10 0.10 0.10 195 RPM 1050 1300 1050 1050 1050 1050 1430 MOTOR (HP OR W) 1/40 1/60 1/40 1/40 1/40 1/40 0.15 INTERLOCK WITH - -- - -- - -- - -- - -- - -- 1300 CONTROLLED BY CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS 15615 WHEEL TYPE /SIZE N/A N/A N/A N/A N/A N/A 1/4 HP DISCHARGE (WALL OR ROOF GAP AS STATED) ROOF ROOF ROOF ROOF ROOF ROOF - - -- ISOLATION CURB CURB CURB CURB CURB CURB - - -- DUCTWORK SIZE (INCH) CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS 50NE RATING 3.8 3.0 3.8 3.8 3.8 3.8 BASIS OF DESIGN GREENHEGK: ROOF MOUNTED GB OR G SERIES. ROOF MOUNTED EXHAUST FAN SHALL BE PROVIDED WITH HINGE KIT, GABLES, SOUND ABSORBING CURB AND CURB EXTENSIONS AND ALL OPTIONS REQUIRED FOR COMPLETE INSTALLATION PACKAGE.. EXHAUST FANS EF -15 THROUGH EF -23 SHALL BE ON THE EMERGENCY GENERATOR. PROVIDE SPEED CONTROLLER FOR ALL DIRECT DRIVE FANS AS PART OF COMPLETE PACKAGE INSTALLATION. EXHAUST FANS NUMBER 24 25 2F 2-7 28 261 30 31 32 E3 F4 TYPE SIDEWALL MOUNT 51DEWALL MOUNT 51DEWALL MOUNT 51DEWALL MOUNT 51DEWALL MOUNT 51DEWALL MOUNT 51DENALL MOUNT 51DEWALL MOUNT 51DEWALL MOUNT SIDEWALL MOUNT 51DEWALL MOUNT SYSTEM LIVING UNITS LIVING UNITS LIVING UNITS LIVING UNITS LIVING UNITS LIVING UNITS LIVING UNITS LIVING UNITS LIVING UNITS LIVING UNITS LIVING UNITS GFM 180 615 195 4615 210 630 210 495 6130 1155 1430 TOTAL 5P. (IN H2O) 1.25 IS 0.5 1.25 0.15 I.5 0.15 0.5 1.25 1.5 I.5 RPM 1125 2415 1300 2045 1550 2415 1550 1550 1125 2005 15615 MOTOR (HP OR W) 1/2 HP 1/2 HP 1/12 HP 1/4 HP 1/4 HP 1/2 HP 1/4 HP 1/15 HP 1/2 HP 3/4 HP 3/4 HP INTERLOCK WITH - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- - - -- CONTROLLED BY CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS WHEEL TYPE /SIZE DISCHARGE (WALL OR ROOF GAP AS STATED) SIDEWALL SIDEWALL 51DEWALL 51DEWALL 51DEWALL 51DEWALL 51DEWALL SIDEWALL 51DENALL SIDEWALL SIDEWALL 150LATION RUBBER RUBBER RUBBER RUBBER RUBBER RUBBER RUBBER RUBBER RUBBER RUBBER RUBBER DUGTWORK SIZE (INCH) SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SONE RATING 14.61 12.61 6.8 11.5 1.3 12.61 1.3 1.4 14.9 14.1 11.6 BASIS OF DE516N GREENHEGK: 51DEWALL MOUNT "C" - SERIES'. EXHAUST FANS EF -24 THROUGH EF -34 SHALL BE ON THE EMERGENCY GENERATOR. PROVIDE SPEED CONTROLLER FOR ALL DIRECT DRIVE FANS AS PART OF COMPLETE PACKAGE INSTALLATION. K I TGHEN EXHAUST FANS MARK NUMBER KF I KF 22 TYPE UPBLA5T EXHAUST UPBLAST EXHAUST SYSTEM KITCHEN RANGE KITCHEN DISHWASHER GFM 26140 615 TOTAL 5P. (IN H2O) * * * ** * * * ** RPM * * *** * * * ** MOTOR (HP OR W) * * * ** * * * ** INTERLOCK WITH MUA -I HOOD CONTROLLED BY RELAY SWITCH WHEEL TYPE /51ZE * * * ** * * * ** 1)15GHAR6E (WALL OR ROOF GAP AS STATED) * * * ** * * * ** ISOLATION * * * ** * * * ** DUCTWORK SIZE (INCH) * * * ** * * * ** FIRE DAMPER REQ'D (AT EACH IHR PENETRATION) * * * ** * * * ** KF -I 15 TO BE INTERLOCK TO RANGE HOOD SWITCH, MUA -I SHALL BE RELAYED TO OPERATE WHEN KF -I 15 SWITCH ON FROM RANGE HOOD. KITCHEN EXHAUST FANS SUPPLIED BY KITCHEN CONTRACTOR. SHOWN HERE ONLY FOR MAKE UP AIR REQUIRED FOR KITCHEN AND CONTROLS. If o w O L& C a= 3�= a dog Z J Z N Vdc 3 W v V Z � .Z �W Z LL. W Up) Z D CO) N W = .411 m W N 'C t ; J Q O U ICL z� W = U Ww C W M El INC, Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: 503) 234 -0548 FAX: (03) 234 -0677 m.wU- ENG.Com SHEET M4.2 OF 17 SPIN -IN MANUAL VOLUME DAMPER FLEXIBLE DUCT MAIN SUPPLY DUCT FOR FINAL CONNECTION FITTING SHEET METAL ONLY. SAME SIZE AS XT DIFFUSER NECK SIZE. FLEXIBLE DUCTWORK TO BE INSTALLED ABOVE STEEL DECK ONLY. E DAMPER PANDUIT STRAP -nK r1 7tt ivy" i cv ww7 i rcw i ww 1 1 1 CEILING DIFFUSER EIL LEXTEND DAMPER OPERATOR RODS TO BELOW HARD CEILIN65 I GEILIN6 DIFFUSER WITH FIRE DAMPER M5.1) NOT TO SCALE LINED RETURN AIR PLENUM FULL 51ZE RE615TER/(71RILLE BY MIN. 10" H16H RETURN/EXHAUST AIR DUCT MANUAL VOLUME DAMPER LGEILIN6 RETURN/EXHAUST EXTEND DAMPER OPERATOR RODS RE615TER/GRILLE TO FLUSH GEILIN6 OPERATORS IN INACCESSIBLE CEILINGS GEILINC3 RETURN GRILLE M5.1) NOT TO SCALE VENTILATOR GAP GOOK OR APPROVED EQUAL CURB 4 COUNTER —i FLASHING m EXHAUST DUCT /OUTSIDE AIR INTAKE SEE PLAN FOR SIZE Q 1 EXHAUST OUTLET NOT TO SCALE M5.1) VENT GAP STYLE WILL VARY WITH - VENT DIAMETER. BELMONT OR ROUND TOP ACCEPTABLE VENT HE16HT ABOVE - ROOF PER MAUUF. RECOMMENDATIONS U.L. AND SERVING - UTILITY APPROVED. DOUBLE WALL GAS VENT STORM COLLAR - FLASHING GONE - UN15TRUT P -1546 OR APPROVED, ANCHOR TO STRUCTURE (TYP. OF 2) MAINTAIN CODE CLEARANCES FROM COMBUSTIBLES I HOUR RATED CHASE ACT AT GEILIN6 10 (5AS VENT M5.1 )NOT TO SCALE P GEILIN6 MANUAL VOLUME DAMPER FLEX DUCT, 36" MAX. METAL ELBOW -FIRE DAMPER AT DIFFUSER NECK THERMAL BLANKET PANDUIT STRAP 1 L EXTEND DAMPER OPERATOR RODS TO BELOW HARD CEILINGS CEILING SUPPLY OR RETURN DIFFUSER CEILING DIFFUSER WITH FIRE DAMPER M5.1) NOT TO SCALE I -HR RATED T -BAR OR HARD GEILIN6 CONSTRUCTION. A.Stondard wood or steel framed fire partition with single header. Fire rated I I material lining the opening is not required on metal stud assemblies. See Wood Stud and/or Steel Stud Framing for Fire Dampers In Tunnel Corridor Drywall Ceilings Supplemental Installation Instructions For further details. Opening shall D.The fire damper shall be attached to the sleeve by welding, or with No. 10 sheet be a minimum I/8" per foot larger than the overall damper and assembly size. metal screws, or bolted with 1/4' x 20 bolts at 9' o.c. maximum. A minimum of Maximum opening size shall not exceed I/8" per foot plus 1 ". Opening shall not two connections per side, top, bottom. Multiple section units should be connected be less then 1/4" larger than any size damper cod sleeve assembly. at the center mullins with welds, No. 10 sheet metal screws, or 1/4"x 20 bolts at 4A o.c. maximum with a minimum of two fasteners on each center mullin. B.Duct to damper sleeve connection shall be break away style. Rectangular ducts shall use one or more of the following connections: plain 5 -slip, hemmed 5 -slip, EJ*en joining multiple damper assemblies, a continuous 118" bead of Dow - standing 5 -slip, and other similar and commonly used slip type joints. Ductmate Corning 999, Dow - Corning silastic 132 RTV, Fiberfax, or 6E RN silicon rubber may be used in lieu of slip joints provided that the corners are not bolted and sealant shall be applied between the damper and the sleeve. Only apply the non - metallic cleats are used. Round ducts shall use draw band type connections sealant to the 'lin"e; side" of the damper. Note that the sealant is not required or PottorFf supplied break -away cap /collar assembly. Sleeve through wall shall when dampers are supplied for fire damper applications only and are rat required extend approximately 3" minimum beyond the partition up to a maximum of 16' to be leakage rated. when supplied with factory mounted access door, motor, or duct mounted smoke F.Phen provided with 5800 electric actuators, a minimum of 3 inches must be provided between the wall and the center line of the draft shaft. This minimum C.Mounting angles shall be minimum of 11/2" x 1 1/2' x lb gauge. The angles clearance ensures free and unhindered operation of the motor crank arm. Damper be should be attached to the sleeve not the partition, with No. 10 sheet metal screws, may supplied without operator /actuator installed or with loose actuators for or welds, or 1/4" x 20 bolts at 12" o.c. maximum. A minimum of two field installation. corrections per side, top, bottom. Mounting angles shall overlap the wall a minimum of I'. On flange termination units sleeve flange may be used in lieu of Model F5D -11 or F50 -12 (For Use in Dynamic of Static 5gstemsl I Hour Rated - For Use In Tunnel Corridor Cell s; Maximum r size Is 24" wide x 24" hl . mounting angles. Ensure that attachment device does not interfere with the �'g dQn� operation of the dampers and the free movement of the blades. SMOKE DAMPER TYPICAL M5.1 NOT TO SCALE ROOFTOP UNIT — ATTACH DUCT TO 2' -D" MIN. SPRING HOUSING (TYP) GASKET —� IB.U.R. ROOF STRUCTURAL FRAME 5PRIN6 HOUSIN&T ► / (SOUND LINE AS NOTED ON PLANS) �STRUGTURE ROOF CURB BEYOND BULB SEAL i o ROUTE UP TO WOOD NAILER DX COIL SUPPORT COLLAR z GAS VENT WITH VENT BAND FLASHING (ATTACH TO CURB) — i NA Q ATTACH TO STRUCTURE a D ROUTE THRU ROOFING COMBUSTION ROOF. FIRE ATOP ROOF AIR DUCT GABLE (TYP. OF 2) VENT BAND =SUPPORT CANT STRIP � i i i PENETRATIONS 24 VAC CONNECTION FROM SMOKE DETECTOR SEE ELECTRICAL. SUPPORT SMOKE DAMPER 00 R161D METAL DUCT FROM STRUCTURE —� BREAKAWAY CONNECTION EM i RADIATION DAMPER AT DIFFUSER NECK 5 THERMAL BLANKET SMOKE DAMPER MAX. 24" FROM RADIATION DAMPER. PER NFPA 90 3 -35.1 SPIN -IN FITTING PANDUIT STRAP \_I-HR RATED T -BAR CEILING DIFFUSER J GEILIN6 CONSTRUCTION. 3 GE I L I NCB DIFFUSER WITH SMOKE /FIRE DAMPER 4 GEILIN6 DIFFUSER M5.1 NOT TO SCALE M5 1 NOT TO SCALE STL. SLEEVES TO MEET CODES WELD OR BOLT 10 6A. STEEL ANGLE TO TO BLEEVE ONLY. MINIMUM IN ANGLE OVERLOAD CODE APPROVED F051EL\ LINK FIRE DAMPER ASSEMBLY. —� . ❖.•� SLEEVE CLEARANCES: TOP =1 /8" PER FOOT OF DUCT HE16HT: MAXIMUM 1/2" CLEAR. 51DE5 =1/8" PER FOOT WIDTH :MAXIMUM 1/2" CLEARANCE INSULATION MINIMUM 3' SLEEVE PROJECTION, SEE SPEC EACH SIDE OF WALL — — — — .;.;.;4 5 LOCK DOUBLE CONSTRUCTED ACCESS PANEL. PROVIDE ADDITIONAL ACCESS PANELS AS REOV. FOR FUSIBLE LINK FIRE RATED REPLACEMENT. WHERE INSTALLED IN WALL OR GEILIN6 INSULATED DUCT TAPE INSULATION ED6E5 TO MAINTAIN VAPOR BARRIER SEAL. ALL FIRE DAMPERS SHALL BE INSTALLED PER THEIR LISTING -7 1 F I RE DAMPER TYP I GAL M5.1 / NOT TO SCALE FLEXIBLE DUCT CONNECTION 6A5KET-i ROOF CURB FRAMING i -MIN. OF 2 #12 -14 SHEETMETAL SCREWS AT TOP d BOTTOM OF PLATE. (3 FOR 20 TON d LARGER UNITS) 6A5 PRESS. RE6, VALVE SET FOR �2 P516. TO 1" WC. i� 6A5 SHUT -OFF VALVE 6" DIRT LEG SEAL ALL FASTENERS W/ LGUM SEALANT 2" STATIC DEFLECTION Ll ISOLATOR AND EARTHQUAKE RESTRAINT ANCHOR TO CURB W/ '7116" LAG BOLTS. EMBED A MIN. OF 3" 6A5 LINE UP THROUGH ROOF IN CURB FIRE DAMPER MEMBRANE DUCT IF I HOUR MEMBRANE IS PENEI FIRE RATED CONSTRUCTION. INSULATION SEAL WITH FIRE RATED SEALANT AT ALL PENETRATIONS. ANCHOR FLANGE TO ROOF W/ MIN 1116" LAG BOLTS. EMBED A MIN. OF 3" i LINED RETURN AIR DUCT GODRD. BLOCKING AS REQ'D ATTACH I LAYER OF 5/8" SHEET ROCK LINED SUPPLY AIR DUCT TO DUCTWORK W/ SHEETMETAL SGREW PIPE COLLAR Tl� I L 8 FENDER WASHER NOTE: MIN HE16HT 24" ABOVE MAINTAIN CONTINUOUS DECK BELOW UNIT ANY STRUCTURE WITHIN 10' -0" L5MOKIE DETECTOR, RTU -I, 8, cl, 10 AND 12 ROOF TOP UNIT W/ VIBRATION ISOLATION CURB SCALE: DETAIL M5.1) NO FIRE L REQUIRED 61LLE FLANGE RUSKIN F5036 SERIES OR APPROVED. 2- POSITION MOTORIZED DAMPER TO OPEN WHEN FURNACE 15 OPERATING. AMAIN SUPPLY DUCT MANUAL VOLUME DAMPER FLEXIBLE DUCT FOR FINAL CONNECTION ONLY. SAME 51ZE AS DIFFUSER NECK SIZE. //-5El5MIG RESTRAINT TAB (TYPICAL) L R16H NGLE PACKAGE FOR M AL VOLUME DAMPER. PTION TO BE USED INHERE DUCTWORK 15 LOCATED IN RATED SHAFT. MAXIMUM OF 14 -IN6H IN DEPTH: THIS INCLUDE ACTUATOR HOUSING, DAMPERS AND SLEEVIN6. ACTUATOR SHALL BE ACCESSED FROM REMOVAL OF GRILLE. ACTUATOR SHALL HAVE SGREWED IN VANDAL PLATE COVER. ACTUATOR SHALL BE 24VAC (LOW VOLTAGE). SEE MECHANICAL FLOOR PLANS FOR ACTUAL SIZE OF GRILLE. (SIZE INDICATED ON PLANS HAVE 6" ADDED FOR ACTUATOR) PROVIDE GRILLE AS COMPLETE PACKAGE, COLOR PER ARCHITECT. 26 GAUGE MATERIAL FASTEN TO SLEEVE FLANGE U5IN6 #8 SCREW. DO NOT FASTEN GRILLE DIRECTLY TO WALL. INSTALLATION NOTES I. THE OPENING IN THE WALL SHALL BE NO MORE THAN 1/2" LARGER THEN THE OVERALL 51ZE OF THE DAMPER, INSULATION AND SLEEVE ASSEMBLE. 2. WALL MOUNTING OF UNIT TO BE TYPE WHERE NO MOUNTING ANGLES ARE REQUIRED OTHER THEN THE INTEGRAL ANGLE ON THE SLEEVE. SEE MANUFACTURE FOR FASTENER TYPE VERSUS WALL MATERIAL. 3. MOUNTING FLANGE TO BE INTEGRAL WITH DAMPER SLEEVE. 4. ACTUATOR MUST BE SUPPLIED AS AN INTEGRAL PART OF THE DAMPER/SLEEVE /ACTUATOR ASSEMBLE. 5. THE DAMPER MUST BE INSTALLED SO IT 15 SQUARE AND FREE FROM RAGKIN6. DO NOT 6OMPRE55 OR STRETCH THE DAMPER FRAME INTO THE DUCT OR OPENING. 8� SIDE NALL GRILLE FIRE SMOKE DAMPER - TYPIGAL MS.I NOT TO SCALE CONCENTRIC COMBINATION GAS VENT AND COMBUSTION AIR, FLASHING ROOF 3" COMBUSTION AIR VENT 3" PVC GAS VENT 12 1 CONCENTRIG CTS VENT M3 DETAIL LINE FIRST 10 FEET OF RA / (SOUND LINE AS NOTED ON PLANS) LINE FIRST 10 FEET OF SA (SOUND LINE AS NOTED ON PLANS) o ROUTE UP TO I I DX COIL ROOF LINE z GAS VENT COMBINE WITH CONCENTRIC NA Q FITTING AND a D ROUTE THRU D COMBUSTION ROOF. FIRE ATOP �q AIR DUCT ALL FIRE RATED PENETRATIONS 1 i VMVD I I I I 05A DAMPER I I I I I I MVD I 13 FURNAGE DETAIL M5.1 NOT TO SCALE FURNACE SHALL BE A6A LISTED FAN SECTION 3/4" CONDENSATE TO FLOOR DRAIN FILTER FLOOR EXPIRES: 14JAN06 o N m o � v z C E s NA Q im a D V D Z Z O O O z ra a V p, 3 cc (3 O Z 0 J >Z a W W � � Z Q U_ N Z INC3 W = C4 3 w o M Z F- O Z0 a W W cc M FI Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: 503) 234 -0548 FAX: (03) 234 -0677 W fIfXF1A- ENG.COM SHEET M5,11 of 17 SYSTEM NO. W- L-5001 (FORMERLY SYSTEM NO. 147) F RATING - 1 AND 2 HR (SEE ITEM 1) T RATING - 3/4, 1 AND 1.5 HR (SEE ITEM 3) L RATING AT AMBIENT - 2 CFM / SO. FT. 1. 1. WALL ASSEMBLY - THE 1 AND 2 HR FIRE -RATED GYPSUM WALLBOARD / STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 AND U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUD OR STEEL CHANNEL STUD. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16. IN. OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 33/8 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. WALLBOARD, GYPSUM« - NOM 5/8 IN. THICK, 4FT. WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS. FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 14 -1/2 IN. FOR WOOD STUD WALLS AND 18 IN. FOR STEEL STUD WALLS THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS 1 HR WHEN INSTALLED IN A 1 HR FIRE RATED WALL AND 2 HR WHEN INSTALLED IN A 2 HR FIRE RATED WALL. Milmlil7low SECTION A -A 4. FIRESTOP SYSTEM - INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE DETAIL OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS: A. FILL, VOID OR CAVITY MATERIALS■ - WRAP STRIP - NOM 1/4 IN. THICK INTUMESCENT ELASTOMERIC FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 IN. WIDE STRIPS. NOM 2 IN. WIDE STRIP TIGHTLY WRAPPED AROUND PIPE COVERING (FOIL SIDE OUT) WITH SEAM BUTTED. WRAP STRIP LAYER SECURELY BOUND WITH STEEL WIRE OR ALUMINUM FOIL TAPE AND SLID INTO ANNULAR SPACE APPROX. 1 -1/4 IN. SUCH THAT APPROX. 3/4 IN. OF THE WRAP STRIP WIDTH PROTRUDES FROM THE WALL SURFACE ONE LAYER OF WRAP STRIP S REQUIRED WHEN NOM 1 IN. THICK PIPE COVERING IS USED. TWO LAYERS OF WRAP STRIP ARE REQUIRED WHEN NOM 2 IN. THICK PIPE COVERING IS USED. MINNESOTA MINING & MFG. CO. - FS- - 195+ B. FILL, VOID OR CAVITY MATERIAL* - CAULK - MIN 1/4 IN. DIAM CONTINUOUS BEAD APPLIED TO THE WRAP STRIP / WALL INTERFACE AND TO THE EXPOSED EDGE OF THE WRAP STRIP LAYER APPROX. 3/4 IN. FROM THE WALL SURFACE. MINNESOTA MINING & MFG. CO. - CP 25WB+ 2. THROUGH PENETRANTS - ONE METALLIC PIPE OR TUBING TO BE CENTERED WITH IN THE FIRE STOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOW TYPES AND SIZES OF METALLIC PIPES OR TUBING MAY BE USED: A. STEEL PIPE - NOM 12 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. COPPER TUBING - NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. C. COPPER PIPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 3. PIPE COVERING■ - NOM 1 AND 2 IN. THICK HOLLOW CYLINDRICAL HEAVY DENSITY (MIN 3.5 PCF) GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET. LONGITUDINAL JOINTS SEALED WITH METAL FASTENERS OR FACTORY - APPLIED SELF - SEALED LAP TAPE. TRANSVERSE JOINTS SEALED WITH METAL FASTENERS OR WITH BUTT STRIP TAPE SUPPLIED WITH THE PRODUCT. WHEN NOM 1 IN THICK PIPE COVERING IS USED, THE ANNULAR SPACE BETWEEN THE PIPE COVERING AND THE CIRCULAR CUTOUT IN THE GYPSUM WALLBOARD LAYERS ON EACH SIDE OF THE WALL SHALL BE MIN 1/4 IN. TO 3/8 IN. WHEN NOM 2 IN. THICK PIPE COVERING IS USED, THE ANNULAR SPACE BETWEEN THE PIPE COVERING AND THE CIRCULAR CUTOUT IN THE GYPSUM WALLBOARD LAYERS ON EACH SIDE OF THE WALL SHALL BE MIN 1/2 IN. TO MAX 3/4 IN. * - BEARING THE UL CLASSIFICATION MARKING SEE - PIPE AND EQUIPMENT COVERING - MATERIALS (BRGU) CATEGORY IN BUILDING MATERIALS DIRECTORY FOR NAMES OF MANUFACTURERS. ANY PIPE COVERING MATERIAL MEETING THE ABOVE SPECIFICATIONS AND BEARING THE UL CLASSIFICATION MARKING WITH THE FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS MAY BE USED. THE HOURLY T RATING OF THE THE FIRESTOP SYSTEM IS 3/4 HR WHEN NOM 1 IN. THICK PIPE COVERING IS USED. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS 1 HR AND 1.5 HR WHEN NOM 2 IN, THICK PIPE COVERING IS USED WITH 1 HR AND 2 HR FIRE RATED WALLS, RESPECTIVELY. 1 INSULATED PIPE PENETRATION M5.2 )NT5 U300 AND U400 5ERIE5 WALL 48" CLEAR ABOVE UNIT EXHAU5T DUCT /OUT'. SEE PLAN FOR 51ZE GONDENS I NCB UN I T Q ROOF PENETRATION M5.2 NT5 M5.1 NOT TO 5CALE SYSTEM NO.W -L 2002 (FORMERLY SYSTEM NO. 148) F RATING - 1,1-1/2 AND 2 HR ( 5EE ITEM 3) T RATING - 3/4, I, 1 -1/2 AND 2 HR (5EE ITEM 3) L RATING AT AMBIENT - l GFM / 50. FT. (5EE ITEM 3C) L RATING AT 400 F - I GFM / 50. FT. (5EE ITEM 30) L. 1. WALL ASSEMBLY -THE 1 AND 2 HR FIRE -RATED GYPSUM WALLBOARD / STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 AND U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES. A. STUDS -WALL FRAMING MAY CONSIST OF EITHER WOOD STUD OR STEEL CHANNEL STUD. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16. IN. OC WITH NOM 2 BY 4 1N. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 33/8 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. WALLBOARD, GYPSUM* -MOM 5/8 IN. THICK, 4FT. WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS. FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 7 IN.. 2. NONMETALLIC PIPE OR CONDUIT- ONE METALLIC PIPE OR CONDUIT IS CENTERED WITHIN THE FIRE STOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR CONDUIT MAY BE USED: A. NOM 6 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID-CORE POLYVINYL CHLORIDE (PVC) PIPE. B. NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 CELLULAR-CORE POLYVINYL CHLORIDE (PVC) PIPE. C. NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID-CORE ACRYLONITRILE- BUTADIENE - STYRENE (ABS) PIPE. D. NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 FIRE RETARDANT POLYPROPYLENE (FRPP) PIPE. E. NOM 4 IN. DIAM (OR SMALLER) RIG] D NONMETALLIC CONDUIT FORMED OF PVC. F. NOM 1 IN. DIAM (OR SMALLER) ELECTRICAL NONMETALLIC TUBING FORMED OF PVC. G. NOM 6 IN. DIAM (OR SMALLER) SCHEDULE 40 CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE. SEE RIGID NONMETALLIC CONDUIT (DZKT) AND ELECTRICAL NONMETALLIC TUBING (FKHU) CATEGORIES IN UL ELECTRICAL CONSTRUCTION MATERIALS DIRECTORY FOR NAMES OF MANUFACTURERS. 3. FIRESTOP SYSTEM- INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F AND R RATINGS FOR THE FIRESTOP SYSTEM ARE DEPENDENT UPON THE SIZE AND TYPE OF NONMETALLIC PIPE OR CONDUIT, THE PIPING SYSTEM TYPE (CLOSED SYSTEMS SUCH AS PROCESS OR SUPPLY PIPING OR VENTED SYSTEMS SUCH AS DRAIN, WASTE OR VENT PIPING) AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. PIPE /CONDUIT TYPE NOM PIPE DIAM (IN.) ANNULAR SPACE (IN.) PIPING SYSTEM (A) WALL FIRE RATING (HR) F RATING (HR) T RATING (HR) FRPP 1/2 TO 2 0-3/16 V 2 1 -1/2 1 -1/2 FRPP, PB 1/2 TO 2 0-3/16 C 2 2 2 ABS 1/2 TO 4 0-3/16 C,V 1 1 3/4 ABS 1/2 TO 4 0-3/16 C,V 2 1 -1/2 1 -1/2 PVC 1/2 TO 4 0-3/16 C,V I 1 1 PVC 1/2 TO 4 0-3/16 C,V 2 2 2 FRPP ++ 2 -1/2 TO 2 0-3/16 C,V 2 1 -1/2 1 -1/2 PVC+ 5, 6 0-3/16 C,V 2 1 1 -112 1 -1/2 +PIPE COVERING MATERIAL WRAP REQUIRED ON PIPE ON BOTH SIDES OF WALL. (A) C = CLOSED SYSTEMS, V = VENTED SYSTEMS, THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS: 2 M5.2 SECTION A -A A. FILL, VOID OF CAVITY MATERIALS*- WRAP STRIP- NOM 1/4 IN. THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 1N. WIDE STRIPS. NOM 2 IN. WIDE STRIPS TIGHTLY WRAPPED AROUND NONMETALLIC PIPE OR CONDUIT (FOIL SIDE EXPOSED) WITH THE EDGES BUTTED AGAINST THE SURFACE OF THE WALL. SUFFICIENT LAYERS OF WRAP STRIP SHALL BE INSTALLED TO LAP A MIN OF 3/16 IN. ON THE WALL SURFACE AROUND THE ENTIRE PERIMETER OF THE CIRCULAR THROUGH OPENING. FOR NON 1/2 IN. TO NOM 2 1N. DIAM PIPES OR CONDUITS, A MIN OF ONE LAYER OF WRAP STRIP IS REQUIRED. FOR MOM 2 -1/2 IN. AND NOM 3 IN. DI AM P I PES LAYERS OF WRAP STRIP IS REQUIRED. FOR NOM 3 -1/2 IN. AND MOM A MIN OF TWO MOM 4 IN. DIAM PIPES, A MIN OF 3 LAYERS OF WRAP STRIP ARE REQUIRED. FOR NOM 5 AND 6 IN. DIAM, TWO TIERS (4 1N. OVERALL LENGTH) OF THREE LAYERS OF WRAP STRIP IS REQUIRED, WITH ADJOINING WRAP STRIP LAYER EDGES BETWEEN TIERS TIGHTLY BUTTED. EACH LAYER OF WRAP STRIP TO BE INSTALLED WITH BUTTED SEAM, WITH BUTTED SEAMS IN SUCCESSIVE LAYERS STAGGERED. WRAP STRIP LAYERS TEMPORARILY HELD IN POSITION USING ALUMINUM FOIL TAPE, STEEL WIRE TIE OR EQUIVALENT. MINNESOTA MINING AND MFG. CO. F TYPE FS -195+ B. STEEL COLLAR-NOM 2 OR 4 IN. DEEP COLLAR WITH 1 -1/4 IN. WIDE BY 2 IN.LONG ANCHOR TABS AND MIN 3/4 IN. LONG TABS TO RETAIN WRAP STRIP LAYERS. COILS OF RECUT 0.016 IN. THICK (NO. 30 GAUGE) GALV SHEET STEEL AVAILABLE FROM WRAP STRIP MANUFACTURER. AS AN ALTERNATE, COLLAR MAY BE FIELD- FABRICATED FROM MIN 0.016 IN. THICK (NO. 30 GAUGE) GALV SHEET STEEL IN ACCORDANCE WITH INSTRUCTION SHEET SUPPLIED BY WRAP STRIP MANUFACTURER. STEEL COLLAR, WITH ANCHOR TABS BENT OUTWARD 90 DEG, WRAPPED TIGHTLY AROUND WRAP STRIP LAYERS WITH MIN 1 IN. OVERLAP AT THE SEAM. WITH STEEL COLLAR ANCHOR TABS PRESSED TIGHTLY AGAINST WALL SURFACE, COMPRESS COLLAR AROUND WRAP STRIP LAYERS USING A MINIMUM 1/2 IN. WIDE BY 0.028 IN. THICK STAINLESS STEEL BAND CLAMP WITH WORM DRIVE TIGHTENING MECHANISM AT THE COLLAR MIDHEIGHT. AS AN ALTERNATE TO THE STAINLESS STEEL BAND CLAMP, THE STEEL COLLAR MAY BE COMPRESSED AROUND NOM 4 IN. DIAM (OR SMALLER NONMETALLIC PIPES USING TWO MIN 16 SWG (0.0625 IN. DIAM) STEEL WIRES SECURED WITH MULTIPLE TWISTS). SECURE COLLAR TO WALL SURFACE WITH 3/16 I N . DIAM STEEL TOGGLE BOLTS (5/8 IN. O R I -1/4 IN. GRIP) IN CONJUNCTION WITH MIN 1 -112 IN. DIAM STEEL WASHERS. THREE BOLTS, SYMMETRICALLY LOCATED, REQUIRED FOR 2 IN. DEEP STEEL COLLAR FOR NOM 1/2 IN. TO NOM 3 IN. DIAM PIPES. FOUR BOLTS, SYMMETRICALLY LOCATED, REQUIRED FOR 2 IN. DEEP STEEL COLLAR FOR NOM 3 -1/2 AND 4 IN. DIAM PIPES. FIVE TO SEVEN BOLTS (EVERY OTHER ANCHOR TAB) REQUIRED FOR 4 IN. DEEP STEEL COLLAR FOR NOM 5 AND 6 IN. DIAM PIPES. AS A FINAL STEP, BEND RETAINER TABS 90 DEG TOWARD PIPE TO LOCK WRAP STRIP LAYERS IN POSITION. C. FILL, VOID OR CAVITY MATERIALS■- CAULK OR PUTTY F GENEROUS BEAD OF CAULK APPLIED TO OUTER PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FORM THE WRAP STRIP LAYERS. MINNESOTA MINING & MFG. CO. F CP 25WB+ CAULK AND MPS--e+ PUTTY (NOTE: L RATINGS APPLY ONLY WHEN TYPE CP-25 WB+ CAULK IS USED.) D. PIPE COVERING* - (NOT SHOWN) F NOM 1 IN. THICK HOLLOW CYLINDRICAL HEAVY DENSITY (MIN 3.5 PCF) GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET. WHEN REQUIRED (SEE TABLE), MIN 6 IN. LENGTH OF PIPE COVERING INSTALLED AROUND PVC PIPE AT ITS EGRESS FROM STEEL COLLAR ON BOTH SIDES OF WALL. PIPE COVERING SECURED TO PIPE WITH STEEL WIRE TIES SPACED MAX 4 IN. OC. EDGE OF PIPE COVERING ABUTTING STEEL COLLAR TO BE SEALED WITH A MINIMUM 1/4 IN. DIAM BEAD OF CAULK (ITEM C). SEE PIPE AND EQUIPMENT COVERING F MATERIALS (BRGU) CATEGORY IN BUILDING MATERIALS DIRECTORY FOR NAMES OF MANUFACTURERS. ANY PIPE COVERING MATERIAL MEETING THE ABOVE SPECIFICATIONS AND BEARING THE UL CLASSIFICATION MARKING WITH A FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS MAY BE USED. E. FIRESTOP DEVICE*- (NOT SHOWN) F AS AN ALTERNATE TO ITEMS A, B AND C FOR NOM 1 -1/2, 2, 3, OR 4 IN. DIAM NONMETALLIC PIPES, A FIRESTOP DEVICE CONSISTING OF SHEET -STEEL SPLIT COLLAR LINED WITH INTUMESCENT MATERIAL AND PROVIDED WITH STEEL CLIPS FOR ATTACHMENT MAY BE USED. FIRESTOP DEVICE TO BE INSTALLED ON BOTH SIDES OF WALL IN ACCORDANCE WITH THE ACCOMPANYING INSTALLATION INSTRUCTIONS. MINNESOTA MINING & MFG. CO. F TYPES PPD 150, PPD 200, PPD 300, PPD 400. *BEARING THE UL CLASSIFICATION MARKING NON- METALL I G PIPE OR GONDU I T PENETRATION AND U400 5ERIE5 WALL SYSTEM NO W {1002 (FORMERLY SYSTEM NO, 147-8) F RATING -1 AND 2 HOUR (SEE ITEM 3) L. milmll"mm"w" 5ECTION A -A 1. WALL ASSEMBLY -THE 1 AND 2 HR FIRE - RATED GYPSUM WALLBOARD / STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED f FLASHING IN THE INDIVIDUAL U300 AND U400 SERIES WALL OR PARTITION DESIGN IN THE 5T DUCT. UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUD OR STEEL CHANNEL STUD. WDOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16. IN. OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 33/8 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. WALLBOARD, GYPSUM* - NOM 5/8 IN. THICK, 4FT. WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS. FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 15 -1/2 IN.. 2. PIPE OR CONDUIT - NOM 6 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT, NOM 6 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 6 IN. DIAM (OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE, NOM 4 IN. DIAM (OR SMALLER) STEEL EMT OR NOM 4 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. A MAX OF ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE PIPE OR CONDUIT AND THE CIRCULAR CUTOUT IN THE GYPSUM WALLBOARD LAYERS ON EACH SIDE OF THE WALL SHALL BE A MIN 1/4 IN. TO MAX 3/8 IN. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND BE RIGIDLY SUPPORT ON BOTH SIDES OF WALL ASSEMBLY. 5 M5.2 3. FIRESTOP SYSTEM - INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WITH IT IS INSTALLED. THE DETAIL OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS: A. FILL, VOID OR CAVITY MATERIALS* - WRAP STRIP - NOM 1/4 IN. THICK INTUMESCENT ELASTOMERIC FACED GNOME SIDE WITH ALUMINUM FOIL, SUPPLIED IN 21N. WIDE STRIPS. NOM 2 IN. WIDE STRIP TIGHTLY WRAPPED AROUND PIPE OR CONDUIT WITH SEAM BUTTED. WRAP STRIP LAYER SECURELY BOUND WITH STEEL WIRE OR ALUMINUM FOIL TAPE AND SLID INTO ANNULAR SPACE APPROX. 1 -1/4 IN. SUCH THAT APPROX 3/4 IN. OF THE WRAP STRIP WIDTH PROTRUDES FROM THE WALLS SURFACE. ONE LAYER OF WRAP STRIP IS REQUIRED. MINNESOTA MINING & MFG. CO. -FS- -195+ B. FILL, VOID OR CAVITY MATERIAL* -CAULK -MIN 1/4 IN. DIAM CONTINUOUS BEAD APPLIED TO THE WRAP STRIP / WALL INTERFACE AND TO THE EXPOSED EDGE OF THE WRAP STRIP LAYER APPROX. 3/4 IN. FROM THE WALL SURFACE. MINNESOTA MINING & MFG. CO. - CP 25WB+ CAULK, MPS-2+ PUTTY * - BEARING THE UL CLASSIFICATION MARKING METALLIG PIPE OR CONDUIT PENETRATION NTS U500 AND U400 5ERIE5 WALL ,1`� j4 -2,.. sg z s0 Z si O Z O on: i■ Q 3 Z� J_ >z Q im J Ld � W � z Q N U N W Z o3 W = CQ 3o W 10 Z I .. FM 0 CL OC Z W W cc W cc M AI INC. Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: 503) 234 -0548 FAIL• ( 03) 234 -0677 IIII JOU- ENG_COM SHEET M5.2 OF 17 o� N b ^ ' ' H � ' ' m 0 9 Z e d Q G L C> N C V Q z s0 Z si O Z O on: i■ Q 3 Z� J_ >z Q im J Ld � W � z Q N U N W Z o3 W = CQ 3o W 10 Z I .. FM 0 CL OC Z W W cc W cc M AI INC. Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 PHN: 503) 234 -0548 FAIL• ( 03) 234 -0677 IIII JOU- ENG_COM SHEET M5.2 OF 17 (PLUMBING LEGEND AND PIPING MATERIAL SPECIFICATION 40 140 — — 140 —— tttttttttttiti 1 WCO FCO eK COTG COLD WATER: TYPE 'L' COPPER MAINS WITH PEX BRANCHES HOT WATER: TYPE 'L' COPPER MAINS WITH PEX BRANCHES HOT WATER RETURN: TYPE 'L' COPPER 140° HOT WATER: TYPE 'L' COPPER MAINS WITH PEX BRANCHES 1400 HOT WATER RETURN: TYPE 'L' COPPER VENT: ABS WASTE PIPING ABOVE GRADE: NO -HUB CAST IRON WASTE PIPING BELOW GRADE: NO -HUB CAST IRON GAS PIPING: BLACK IRON PIPING BELOW SLAB SHUT -OFF VALVE: BALL VALVES FOR 3" AND BELOW CHECK VALVE: SWING TYPE IN -LINE PUMP: SEE FIXTURE SCHEDULE UNION PRESSURE REDUCING VALVE CIRCUIT SETTER PRESSURE GAUGE WITH GAUGE COCK TEMPERATURE GAUGE WITH GAUGE COCK RELIEF VALVE CONTROL VALVE 3 -WAY CONTROL VALVE Gi Zll� ©�" WALL CLEAN OUT FLOOR CLEAN OUT CLEAN OUT TO GRADE l PLUMBING FIXTURE SCHEDULE SYMBOL DESCRIPTION CW HW WASTE VENT WC -1 WATER CLOSET (UNITS): FLOOR MOUNTED WITH FLUSH TANK, WHITE, ELONGATED 1/2" 3" 2" BOWL, ADA HEIGHT, GERBER MODEL #21 -718 WITH PLASTIC BEMIS #1200TC SEAT FOR STANDARD LIVING UNITS AND OPEN FRONT #1955C PAINTED BLACK SEAT FOR ALZ LIVING UNITS. L -I LAVATORY (UNIT /PUBLIC): COUNTER MOUNTED, SELF RIMMING, VITREOUS CHINA, ADA 1/2" 112" 2" 1 112" GERBER MODEL #12 -834, WITH PEERLESS #8620 SINGLE LEVER FAUCET. INSULATE P -TRAP AND HOT WATER SUPPLY FOR ADA UNITS AND PUBLIC RESTROOMS. L -2 LAVATORY (UNIT): WALL MOUNTED, SELF RIMMING, VITREOUS CHINA, ADA 1/2" 1/2" 2" 1 112" 20x18 RECTANGULAR, WHITE, FAUCET HOLES 4 -INCH CENTERS. GERBER MODEL #12 -314, WITH PEERLESS #8620 SINGLE LEVER FAUCET. INSULATE P -TRAP AND HOT WATER SUPPLY. SH -1 SHOWER (ADA UNITS): ROLL -IN, 60" FIBERGLASS SHOWER SUPPLIED BY OTHERS. 112" 1/2" 2" 1 112" PEERLESS MODEL #PTR -8700 CWS SINGLE LEVER HANDLE. ALSONS #1551 HAND HELD SHOWER SYSTEM. BT -I TUB /SHOWER (SUPPLIED BY OTHERS): FIBERGLASS SUPPLIED BY OTHERS. 112" 112" 2 1 112" PEERLESS MODEL #PTR -8700 CWS SINGLE LEVER HANDLE. ALSONS #1551 HAND HELD SHOWER SYSTEM. BT -2 BATHER TUB (SUPPLIED BY OTHERS): 3/4" 3/4" 2 1 112" 60" SIDE ENTRY BATHING AND HYDROMASSAGE TUB. S -1 SINK: SINGLE BOWL, STAINLESS STEEL, ADA, OVERALL 1/2" 112" 2" 1 112" DIMENSIONS 17x20 DAYTON #1721 WITH DELTA #2171 - WBHHDF FAUCET. S -2 LAUNDRY SINK: WALL MOUNTED, OVERALL DIMENSIONS 23x23 -1/2. 112" 1/2" 2" 1 1/2" MUSTEE MODEL #17W WITH DELTA #2133 TWO- HANDLE FAUCET. S -3 SINK: SINGLE BOWL, STAINLESS STEEL, OVERALL 112" 112" 2" 1 112" DIMENSIONS 22x22, ELKAY #PSR -2222 WITH PEERLESS #8200 FAUCET. S -4 SHAMPOO SINK: ACRYLIC BOWL, OVERALL 112" 1/2" 2" 1 112" DIMENSIONS 18- 3/4X19 -1/2, BELVEDERE MODEL #2800 W/ FAUCET. S -5 SINK: DOUBLE BOWL , STAINLESS STEEL OVERALL 112" 1/2" 2" 1 1/2" DIMENSIONS 33x22, DAYTON #D -23321 WITH PEERLESS #8200 FAUCET. CS -1 CLINIC SINK (SOILED LAUNDRY): VITREOUS CHINA, SIPHON JET FLUSHING RIM, WHITE, I" - -- 3" 2" WITH TOP SPUD, KOHLER MODEL #K -6676, WITH SLOAN ROYAL #117 FLUSH VALVE. PROVIDE SPRAY HOSE AND FOOT CONTROLS, CHROME PLATED FINISH, CHICAGO #910 -G. MS -1 MOP SINK: 24x24, FLOOR MOUNT, MOLDED STONE, MUSTEE #63M, PROVIDE WITH WALL 112" 112" 3" 2" GUARD AND HOSE WITH BRACKET. FAUCET TO BE CHROME PLATED WITH VACUUM BREAKER, INTEGRAL STOPS, WALL BRACE, PAIL HOOK AND THREADED SPOUT FOR HOSE, CHICAGO #897 -CP FAUCET W/ CHICAGO #HCJKCP CHECK VALVES. RD -1 ROOF DRAIN: CAST IRON BODY, PLASTIC DOME, 14" DIAMETER WITH NO -HUB OUTLET - -- - -- SEE DWGS - -- PROVIDE WITH SUMP RECEIVER AND UNDERDECK CLAMP. JAY R. SMITH #1010 OR EQUAL. OD -1 ROOF OVERFLOW DRAIN: CAST IRON BODY WITH EXTERIOR WATER DAM, PLASTIC - -- SEE DWGS - -- DOME, 14" DIAMETER WITH NO -HUB OUTLET. PROVIDE WITH SUMP RECEIVER AND UNDER DECK CLAMP. JAY R. SMITH #1080 OR EQUAL. ON -1 DOWNSPOUT NOZZLE FOR ROOF OVERFLOW DRAINS: CAST BRONZE BODY AND - -- - -- SEE DWGS - -- WALL FLANGE. THREADED CONNECTION. JR SMITH #1770 OR EQUAL WB -I WASHER BOX: WALL MOUNTED, 20 GAUGE GALVANIZED STEEL, FURNISHED WITH 1/2" 1/2" 2" 1 112" SATIN FINISHED VALVES WITH SWEAT CONNECTIONS. 2" DRAIN CONNECTION WITH MALE THREADED FITTING. GUY GRAY #FB200. IM -1 ICE MAKER: WALL MOUNTED, RECESSED IN WALL, 1/4 TURN BALL VALVE. 1/2" 1/2" 2" 1 112" WATERTITE MODEL #9701. CW -I COMMERCIAL WASHER: WE PIPE AND HOOK UP CW, HW & DWV. 1/2" 112" 2" 1 112" DF -I DRINKING FOUNTAIN (COMMONS AREA): ELKAY #EZSTL8C, HIGH LOW - -- - -- 2" SEE DWGS FD -I FLOOR DRAIN (GENERAL USE): CAST IRON BODY AND 5" ROUND BRONZE STRAINER, - -- - -- 2" SEE DWGS NO -HUB OUTLET, SIOUX CHIEF MODEL #863 -325. PROVIDE WITH TRAP PRIMER. FD -2 FLOOR DRAIN (TRASH ENCLOSURE): 12x12 CAST -IRON WITH GRATE AND SEDIMENT - -- 3" SEE DWGS BUCKET. SIOUX CHIEF MODEL #860 -3A. FS -1 FLOOR SINK (KITCHEN): 12 1/2" x 12 1/2" OPENING x 8" DEEP, WITH BOTTOM DOME - -- SEE DWGS SEE DWGS STRAINER, NO -HUB OUTLET, COMMERCIAL ENAMELING SERIES. HB -I HOSE BIBB: NON- FREEZE, WITH INTEGRAL VACUUM BREAKER, CHROME FINISH, 3/4" - -- - -- - -- WOODFORD #67 HB -2 HOSE BIBB: NON- FREEZE, HOT /COLD, WITH INTEGRAL VACUUM BREAKER CHROME 3/4" - -- - -- - -- FINISH AND AUTOMATIC DRAIN DOWN. WOODFORD #HC67 SP -1 SUMP PUMP (ELEVATOR): 10 GPM AT 24 FT OF HEAD. - -- - -- - -- - -- 1/3 HP, 120V MOTOR. PROVIDE WITH AUTOMATIC FLOAT SWITCH. MEYERS #SP25 -AI. WH -I WATER HEATER: GAS - FIRED, 94% EFFICIENT, WITH 3" PVC SEE DWGS SEE DWGS - -- - -- INTAKE AND EXHAUST VENTS, 100 GALLON, 199 MBH INPUT, AO SMITH #BTH -199. CP -I CIRCULATION PUMP (HOT WATER SYSTEM): SEE DWGS SEE DWGS - -- - -- BRONZE CONSTRUCTION, 3 GPM AT 20 FT HEAD. 120V, 1/8 HP, PROVIDE WITH TIMER AND RELAYS. GRUNDFOS #UP26 -96F MV -1 MIXING VALVE (WATER HEATER ROOM): SYMMONS #S -1000- 200 -PRV. SEE DWGS SEE DWGS - -- - -- MV-2 MIXING VALVE (COMMERCIAL KITCHEN): SYMMONS #4 -I0B. SEE DWGS SEE DWGS - -- - -- ET-I EXPANSION TANK: AMTROL #ST- 60V -C, ASME. - -- - -- - -- - -- START WASTE - @ 10" BFF 3" STORM DRAIN CONNECT TO SITE STORM SYSTEM STORM DRAIN OVERFLOW DISCHARGE FORM DRAIN VECT TO SITE RM SYSTEM 2AIN N DISCHARGE J I VRl 1 ✓M 114 OVERFLOW DISCHARGE STORM DRAT CHAR( STORM DRAIN OVERFLOW DISCHARGE 3" STORM DRAIN — CONNECT TO SITE STORM SYSTEM LE I DF -I Rolm 3" STORM DRAIN CONNECT TO SITE STORM SYSTEM RM DRAIN RFLOW DISCHARGE 4" SEWER CONNECTION (160 F.U., 4' -6" B.F.F.) INTERCEPTOR TO BE INSTALLED BETWEEN SIDEWALK AND CURB IN LANDSCAPING vi ucriuK 4" GREASE CONNECTION —� 21 -4" B.F.F.) —S 3" GREASE VTR El S OVERFLOW 3" STORM DRAIN CONNECT TO SITE STORM SYSTEM n III I 0 VII`11 \1 YYMJIL @ 7.25" B VYLI \I LVIY VIJVIIMI \l!L 3 "S 0 D STORM DRAIN IN CONNECT TO SITE STORM SYSTEM J FIXTURES THIS ROOM TYPICAL ALL ILF (2) BATH UNITS ,N/ CLOTHES WASHER /2" SS =5 I" CW 3/4" HW FIXTURES T IS ROOM TYPICAL AL ILF (1) BATH UNITS 1 1/2" CW I„ HW 1 1/2" CW n 3/4" CIS MS .I � —�- --I 3/4„ *A�H /2° Cw ° �- --i I ;' 1 1/2° CW w � I " HW 3„ CW I 2" HW 1/2" /4" HWR 3/4" HWR - - - - - -- - - - -- - - - -- - - - - -= I I I I I II I 1/2" II 1 1/2' CW 3/4" HW I L2 S -3 Q III if j l I I iilll —I-4 /4" 1/2" HB -1 f3/4„ 3/4" I 'Il I — J I I12" CW I" HW /4" CW T/ 2" HW —I" I II� II I I{ III ;II 1 vr' TptI" CW - —la 3/4" -� �I,, I [ II I1 1/2„ -f -2„ 3/4" I� - I I I jll II I I 1 112" CW I I" HW I� I 0 0 3/4" CV 1/2" HW m v W v C ton a"i by M O �+ N N . q Nc/1[on dPr Wx r O r _ca Z I m o0 a r _ Q 3 ro LO In m <o dB--I o m c � X O o c � O law 3/4" H 8 J O M o um y0aM S � I c Ib I/2" co c c w 4" WATER ENTRANCE c O CO ,, e ��O J3/4" r J U 1 11 CW ro � O D O I 3/ 1 1/2" CW 1 1/2" CW - HW 1 112" HW — - — - C_- —I" _ — -.._.— _..— - — - — ..— •.— .._..— - — - — .._.._.._.. - — I do I" 1 I12" CW 1 ° I.. 3/4� mil S 1 3/4" j I I/2.. L,� — I s- _ .- .. —.•_•- - C)WC -I, I B 2 13Y C -I © ❑ -I- f 112" HW FIXTURES THIS ROOM TYPICAL ALL ILF (2) BATH UNITS ,N/ CLOTHES WASHER /2" SS =5 I" CW 3/4" HW FIXTURES T IS ROOM TYPICAL AL ILF (1) BATH UNITS 1 1/2" CW I„ HW 1 1/2" CW n 3/4" CIS MS .I � —�- --I 3/4„ *A�H /2° Cw ° �- --i I ;' 1 1/2° CW w � I " HW 3„ CW I 2" HW 1/2" /4" HWR 3/4" HWR - - - - - -- - - - -- - - - -- - - - - -= I I I I I II I 1/2" II 1 1/2' CW 3/4" HW I L2 S -3 Q III if j l I I iilll —I-4 /4" 1/2" HB -1 f3/4„ 3/4" I 'Il I — J I I12" CW I" HW /4" CW T/ 2" HW —I" I II� II I I{ III ;II 1 vr' TptI" CW - —la 3/4" -� �I,, I [ II I1 1/2„ -f -2„ 3/4" I� - I I I jll II I I 1 112" CW I I" HW I� I 0 0 3/4" CV 1/2" HW m v W v C ton a"i by M O �+ N N . q Nc/1[on dPr Wx r O REVISIONS: PROJECT TITLE: H a F a U a C) SHEET TITLE: AREA A FIRST FLOOR - PLUMBING nxw SHEET: rox LL04 P2.3 r _ca Z w m o0 a r _ Q 3 ro LO In m <o OMoo o m c � X O o c � O law Z 8 J O M o um y0aM S � I c Ib co c c w z .� o c O CO e ��O = U ro O REVISIONS: PROJECT TITLE: H a F a U a C) SHEET TITLE: AREA A FIRST FLOOR - PLUMBING nxw SHEET: rox LL04 P2.3 1■1 7m- LE iiz UP- kY CW 3" HW I" HWR I II for ul a- 11111 /--1 1/2" CW =1 7 -0 -M 00-1 IN] 101 m x ❑ 1:1 ❑ F-1 C 9 I I/2" cW 3/4" HW 3" WASTE UP C �,-, �l j 4 - �,, -- �'i J4 -�� ` 1 -U ` _v i 'i ojj 4 — 2,16 I :11a a 4 - 2 .,, co o 0 0 0 V 2-V 2 0 0 O 2N" 12N" I2" i II "V 2 "V 0 O O 1 Y Y Y / L 2 "V 2NV 2 "V 2 "V 1 I1 II II I II II II J I I I 1 1 /2 "V I I I I 1 1/2"V I I 1 1/2-V I r I I WE SINK I LAV 1 11 1/2 "V 1 1 1/2 "V SINK I I I I I I I I I SINK LAY I I 1 1 1 1 j I Fp j BT SH I I I 4L I T S I I MOP SINK THIRD FLOOR I I I 12NV 1 1/2 "W ,I 2 "W III 2 "W ,I 2 "W 1 1 1/2 "W 2 "V 12 "V 1 1/2 "V 3 "W I 11 I' I I n n 3 "W I 2 "W 3 "W I 111 1/2"V I I I I I 111 1 /2NV 11 SINK 11 1 1/2 "V 2NW 11 1 /2 "V SINK j1 1 1/2 "v LAY 11 1 1 /2NV II I 11 LAV ^� 1 1 I 11 SINK I I � I 1 1 11 I j1 FD I B SH 11 I 11 WO 11 BT /SH 11 MOP SINK SECOND FLOOR I — -- -- I J J 3 -W i" 1 1/2 "W I 2 "W 2 "W 1 2 "W 2 "W I) N 12 "V " 1 1 2 "V " 1 1 1/2 "V 2"V 11 i 1 1/2 "V I 1 3"W J 2 W J / 3 W J LAV 1 EI II SINK 2 "W SINK LBy I 1 1 I I I I SINK LAY I I I wc 1 1/2"W 12 "w FL 2 "W �d 2 "W 2 "w 1 1 2 "W J BT /SH MOP SINK GROUND FLOOR 3NW / // // // / 3 "W / 2 "W 3 "W �tiel / 8' Separation 8' Separation 8' Separation �/ / 8' Separations / Jr /e;l /yl / 8 Separation / Suds Relief /tivr�` Suds Relief /Jrt�el Suds Relief del Suds Relief / Jr��el Suds Relief / F�tiJ /$F +ti / 8' Separation / Jr / F*'- / `6 /4 �1 / Jr�tisl Suds Relief �4 l6^ 6 �� `19 F�ti / y WATER CLOSET LAVATORY CLOTHES WASHER KITCHEN SINK BATH TUB /SHOWER BACK TO BACK BACK TO BACK BACK TO BACK BACK TO BACK MOP SINK 7A © © p❑ ❑ KITCHEN SINK LAVATORY WATER CLOSET TUB /SHOWER 0 F❑ © ❑ ❑1 WASTE AND VENT RISER DIAGRAMS SCALE: NONE SINK \ i eve\ SH E\ w` L9Y m SINK BT /SH SINK � L6y w` 5I MOP SINK 3/4" 112" I12" 1 11/2" 1/2" 1 11/2" 1/2" 1 11/2' I/2" 1 1112" I12" 1 1 1/2 I I I I I SINK N LAV I Aa 11 N N w \ 1/2 TO CW /HW SUPPLY 1 3/4 I TO CW /HW SUPPLY I 1/2 TO CW /HW SUPPLY I SINK 3/4 TO CW /HW SUPPLY I BT /SH 3/4 TO CW /HW SUPPLY I� 112" 1 11/2" LAY \ SINK 3/4" TO CW /HW SUPPLY I 1/2 "' 11/2" SH I° wc 1 TO CW /HW SUPPLY 1/2 "I 11/2" I� TO CW/HW SUPPLY I� MOP SINK 3/4" TO CW SUPPLY 3/4" 1" TO CW SUPPLY 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 11 II II 11 II II II II I/2" I/2" I/2" I/2" I/2" I/2" I/2" I/2" I/2" I/2" I/2" I/2" I/2" 3/4" I/2" I/2" I/2" I/2" wc LAY wc LAY SINK RI/3hK 1-AY` MOP SINK WATER CLOSET LAVATORY CLOTHES WASHER KITCHEN SINK/ BATH TUB /SHOWER BACK TO BACK BACK TO BACK BACK TO BACK BACK TO BACK MOP SINK ❑ © © ICE MAKER E❑ KITCHEN SINK LAVATORY WATER CLOSET SHOWER 0 o a © o 0 DOMESTIC WATER RISER DIAGRAMS SCALE: NONE THIRD FLOOR SECOND FLOOR GROUND FLOOR v I -", z LU--IF V 1U l---L W 1� LU VJ _Q LU w� I / !=t A fl CCk L/ L- /- I 10.1 103 to 1.1 13 12 10.7 bA 10.3 102 103 bA bA be 102 as 10.11 111 10.1 IDA 10.1 10.1 102 VA Us in 23 19 14 1.1 us 0A be DA 116 116 12 to 103 102 102 102 to DA 102 im (S) 10.1 I a 10.0 %1 5.7 9.9 1A 10.8 D3 th 12 19 RA Is ta 1 3 103 116 b.3 102 1.3 u 2 1 i to bA to 1016 10.0 1016 16 7.2 72 A 1016 102 10.11 10.7 41.0 10.1 b. to 10.0 10o 10.0 T211 10.1 1 10.9 nX7211 10.7 mi to to bA to to to 100 10.1 I a b A 10.0 1016 b e 10.1 13 bA 103 10.8 1.7 bA 7.0 19 10.0 11A b 1) A 13 113 416 'U ID 1RIto bA VA IDA 102 bA 12 116 116 12 EA 9A Us 1 102 0.11 10.11 10.1 10.1 102 103 bA to 1016 1016 b3 10.3 103 111 10.1 10.1 10.2 11 11 AO 7 10A 116 102 .12 9.1 As 016 11 a b2 10.1 102 11 DINING 101 b. 102 103 103 103 b EXIT to 10.1 1 b bA Us 10.1 10.1 103 1. 9.8 4.9 11 10.8 102 10.1 10.1 V 10.1 103 0.7 1.1 12 1.0 10.0 102 10.1 b.1 1.6 9.9 EXIT IEMB -11 to bA DA 10.1 1 npu � Al 1)n to 10.1 10.1 W 102 102 10.1 bA to to DA b.1 to to b OA tO to to to to to to to IDA be 1061 1016 to to to to 4.2 916 LLLIII to 10.0 1016 10.0 DA to 103 D I.0 bA 10.0 to 10.0 to to P to 10.1 to 102 b.1 10.11 102 1 103 103 110.0 n n Fr EXIT I4 to 10.1 b f fl nn 102 to 1010 IIIIIIIIII to 54 UNIT ILE UJ I NCB CITE' ;;414 1 D�5CAFF) irr 11 Us 103 11102 103 1A SA 4.2 72 n 4.7 b3 103 4.7 172 r, / 10.11 b roA 105 10.1 10.1 102 b OA 102 1 104 10.1 bA 1 bA 0 A 1 A 102 b. to 10.0 {� 2 13 42 10.1 b 3 T I A 104 0.1 A 1016 b bA to b. 0.11 0 1.3 102 ., to A 10.0 10.1 12 ILI 10,1 10.0 10A 102 41.11 211 1 103 .1 to .0 10.1 1112 a 716 roA b. to bA b. DA A 102 10.11 IEM5 -13 ® 102 b.s 102 10.11 10.1 1016 to YA1 T214A 1 10.1 102 102 DETENTION / INFILTfRAtTION AfREA 12 b., b., 10.11 103 YA n n 103 102 10.1 103 U9 .7 u 102 102 Us 41 4.1 10.4 EXIT LIVING COMMON no b. A 43 1i, -r' ENT 1A U EXIT AREA 117 11 116 RAISED b., D DA U U IDA to bA 1 17 to 02 .1 13.7 .9 h.9 10.1 IDA 10.0 RLAKTE4R5 to to TR/��SH DA '1 ! *J b, 916 10.0 10.1 11t2 II bA ro.1 'IAII �2A Ri to to to 10.1 IDA 102 172 IL DINING 10.1 0.0 10.9 117211 to DA 102 im (S) 3 to D.1 u i� npn 13.3 • F(i 10.0 1016 1016 Y 916 13 101611711 10.11 10.1 10.1 10.1 b.1 to bA j 10.11 1�.1 -.15 to u 2 to bA to 1016 10.0 1016 16 7.2 72 A 1016 102 10.11 10.7 41.0 10.1 b. to 10.0 10o 10.0 1016 10.1 1 10.9 nX7211 10.7 mi to to bA to to to 100 to to to 10.1 b IEMB -15 10.0 10.11 b 10.1 12 1016 b 1 172 1A 10.1 10.0 b.1 b 1) A t0 U YA D.9 ID 13 bA VA IDA 102 bA 12 116 116 12 DA Us Us 1 102 0.11 10.11 10.1 10.1 102 103 bA to 1016 1016 b3 102 10.1 111 10.1 10.1 10.2 AO 10.1 1011 10.1 02 e., P.1 11' V DINING 101 b. 102 103 103 103 b 10.1 b., 10.1 1AO92 y z V 10.1 103 0.7 1.1 12 1.0 10.0 102 10.1 b.1 1.6 9.9 EXIT npu � b.f 1% A 10 111 4 b. > 102 b.1 DA b.1 to '23 JI M b.1 b 4.2 916 LLLIII 416 10.1 ® to b.o 103 D P KITCHEN 54 UNIT ILE UJ I NCB CITE' ;;414 1 D�5CAFF) irr 11 Us 103 11102 103 1A SA 4.2 72 n 4.7 b3 103 4.7 172 r, / 10.11 b roA 105 10.1 10.1 102 b OA 102 1 104 10.1 bA 1 bA 0 A 1 A 102 b. to 10.0 {� 2 13 42 10.1 b 3 T I A 104 0.1 A 1016 b bA to b. 0.11 0 1.3 102 ., to A 10.0 10.1 12 ILI 10,1 10.0 10A 102 41.11 211 1 103 .1 to .0 10.1 1112 a 716 roA b. to bA b. DA A 102 10.11 IEM5 -13 ® 102 b.s 102 10.11 10.1 1016 to YA1 T214A 1 10.1 102 102 DETENTION / INFILTfRAtTION AfREA 12 b., b., 10.11 103 YA n n 103 102 10.1 103 U9 .7 u 102 102 Us 41 4.1 10.4 EXIT LIVING COMMON no b. A 43 1i, -r' ENT 1A U EXIT AREA 117 11 ,4DMIN `® EXIT ]EM,4 -13 r 10,0 DA 0.0 Al 1016 1 O � � � UN I L`-� 172 11 EXIT IA ^ 1016 1016 1016 10.11 102 10.7 1016 WING IEMA -9,11 10.0 1016 1016 b.11 10.11 10.1 10.11 102 102 10.1 b., 11 II II I� 116 116 102 U2 1A 116 102 bA 4A 1.8 102 103 &7 T2 4.7 03 A �+b�Y 117211 °T211 1 Ja/�i � /J` to 10.1 its Us 103 I) 10.8 103 1016103 II��417 Y7 1AY7 116 15' FU5L IC ACCESS EA &E1„IENT AA 102 DA � 11T2 11 bd 103 9.9 116 is b., D DA U U IDA to bA 1 17 to 02 .1 13.7 .9 h.9 10.1 bA 102 4.1 10.0 10.1 bA 101 TR/��SH DA '1 ! *J b, 916 10.0 10.1 11t2 II bA ro.1 'IAII �2A Ri DINING b.1 10.9 11.1 r 10.9 117211 1016 102 im (S) 3 to D.1 b 10.1 116 u� „1a EXIT 10.0 D2 10.9 1016 102 1 Iy w F�2 - 1DA 102 10.1 b.1 A 10.1 1A 11% 10.0 10.1 10.1 10.1 111 Cnb.1Zt' rX1 .11 j 10.11 1�.1 -.15 to to bA to 1016 IDA =Kfi d2�-l� b�b bA 2 to 1.0 10.1 10.11 1016 to 10.0 1041 bA bA to bA 10.1 to 41.0 10.1 to 1016 1016 10.0 IDA to to 10.0 10o 10.0 1016 10.1 1 10.9 nX7211 10.7 mi to to bA to to to 100 to to to 10.1 b to to to 10.1 Us .7 1 ,4DMIN `® EXIT ]EM,4 -13 r 10,0 DA 0.0 Al 1016 1 O � � � UN I L`-� 172 11 EXIT IA ^ 1016 1016 1016 10.11 102 10.7 1016 WING IEMA -9,11 10.0 1016 1016 b.11 10.11 10.1 10.11 102 102 10.1 b., 11 II II I� 116 116 102 U2 1A 116 102 bA 4A 1.8 102 103 &7 T2 4.7 03 A �+b�Y 117211 °T211 1 Ja/�i � /J` to 10.1 its Us 103 I) 10.8 103 1016103 II��417 Y7 1AY7 116 15' FU5L IC ACCESS EA &E1„IENT AA 102 DA � 11T2 11 bd 103 9.9 116 is b., D DA U U IDA to bA 1 D.7 1016 02 1113 416 12 bA 102 10,e 10.9 18.7 1016 10.0 VISA 10.0 1.3 bA b., to bA bo DA 10.4 102 bA 10.9 22 %0 2A YA DA Us bA YA 2A %1 '32 12 bA 102 10.1 DA to to to to 3 bA 10.0 116 12 116 1.0 1016 bA 1016 116 11 1a hA Y.1 to IDA to 1.0 103 103 10.9 0 10.8 1016 11A bA 10.7 Y3 Y16 A 1.0 1016 102 10.1 1016 1016 b.D to 1 10.7 10.7 bA 10A .7 bA 10o to bA 016 1.0 1 116 13 to 102 10.1 to to to A hA 8.0 X9.8 10.7 a 72 Va 1016 to is 416 18 102 10.1 to VA 1016 to �11 �+ 0 II 1172 11 IIT21 �J 'IT" 141 17 '216 17 bA YA 10 10.7 1.7 t0 DA 1016 4.7 416 103 10.1 10.0 bA '016 to 11511 11 DETENTION/ 0 2A 116 to 10.3 0 .3 0 0 0.3 102 1016 is 118 XO t9I/N p� L �b.��A� I � `016 A %0 DA 10.7 bA b 102 bA bA to Y.2 A u7A RwE As bA 1016 DA 0.0 103 102 03 bA bA 1016 10.9 b 103 102 102 103 10.9 bA 1016 W 103 10., to bA bA 10.0 103 02 103 1111.7 13 1.7 11.7 A DA As 102 W bA DA W L4 163 0.1 DA 0.0 to 10.0 103 102 103 1.9 1 .1 bA 2 42 bA DA Its 12 A 10.7 b.1 to bA OA 1016 A 103 103 2A 7 .8 A 02 102 1016 1A 416 19 b2 10.1 10.0 10.0 10.0 A 0 0 0 0 711 102 b2 1016 116 ., 4B 103 '111 1016 1016 10.0 US VA bA ' 11 10.10 12 11.4 102 102 bA 41.9 114 U 103 10.11 1016 DA bA lu I2 10.1 D.1 10,1 IDA bA bA 1.1 116 4116 11.11 DA 102 10.1 10.1 bA EXIT w b t .1 10.1 10,1 10.9 'as 109 116 1.9 1016 DA 42 10.1 10.0 A 10 >_ A 10.1 b., 103 bA 1A 14a %a RA 41.1 W 102 10.1 to Dd z to VA !aq 102 10A 4116 110 1067 4.1 1A DA 102 10.1 to 10a 'DA ILI 102 103 116 %7 h9 is 116 bA }1002 Q1 '0.0 1016 11711 5LDG. 10.1 10.1 102 W 1111.1 b.1 102 103 103 t9 1® 17 1.1 -10.7 1016 10.11 11 S I C3N 1�p �E ° �b.9 103 119 172 11 118 102 Y3 41.9 102 103 1.9 4116 103 119 nTS u � °� 11 IIIb iI 10.1 11T2 11 1172 II IIT2 II (.! �9�3� 10.8 10.4 9 416 Us 9 'dA 103 OA 1 %4 1.0 ba LUMInNAORE SCHEDULE Symbol Lebd Ob Celebp Number Desorlp0Dn Lamp File Lumens LLF woo DIECAST TYPE N, 160 WATT HIGH ❑ T 10 KAD 1305 R4 SHORT, CUTOFF PRESSURE SODIUM 91120401.1es 18000 0.72 188 LUMINAIRE 0 IN ROUND BOUARD 70 OT2 29 10308 70S IV W/ LOUVERS HPS ATT MEDIUM BASE 94032902das 8300 0.72 97 O S 4 DOW 8" DIA. INCANDESCENT DOWN K250PAR381FL IQ80pll.lea 8100 0.81 280 oovyN LIGHT uoHr O LF8/F802A 8.OPEN DOWNUGHT TWO 13-WATT DOUBLE R 18 (2/18DTT) WITH SEMI-DIFFUSE THAN TUBE COMPACT 95121401.1as 900 0.72 48 REFLECTOR. FLUORESCENTS, HZ W1464DEG CANT. 15' PU5L IC ACCE65 E45F -LENT STATISTICS Desalplbn Symbol Avg Max Min MetdMn CdoZOne4H + 1.0110 26.210 0.010 N/A Sheet Notes Q 1 -4" PVC Conduit/Telephone and 1 -2" PVC Conduit fot CATV. Contact: Teler hone - -Quest Comm. - -Barry Martin 360- 452 -1258 Contact: CATV - Millennium Digital - -Rick Bertolina 360 - 385 -7171 Q Verify all con ection locations with the Local Utility. See the Elect ical Riser Diagram. 4 Install the pr mary power conduits per the Local Utility. Contact: Pote co Inc. -- Victor Ibarra 360- 340 -2473 1 -4" PVC Conluit and Pull Rope. (S ) Emergency Power Generator location. © Connect all exterior lighting to the Emergency Generator System. ® Exterior Light ng Control location. 8 Install the ty a "T2" bollard fixture approximately 18" from the sidewalk. 9 Verify the re uirements of the Fire Sprinkler Vault. Q Verify all locations and elevations with the Architectural Drawings. © Co- ordinate Ilie all street lighting with the City of Port Townsend. ® All project si a pole are 17 ft. Max. above grade and have adjustable ar as on the poles with house side shields on the fixtures. © Not Used Install 1 -4" VC Cdt. and 1 -2" PVC Cdt. underground between the Telephone rooms. All Home runs are 1" PVC W/ #8 Conductors. The lateral runs are 3/4" PVC W/ #10 conductors. Site Fixtures Type "S" is a 250 watt recessed fixture in the drive up canopy. Type "R" is al surface mounted grilled low impact light fixture. Type "T" is al 17 ft. max. high pole with one 150 watt HPS fixture. Type "T2" is 4 3 ft. high, 70W HPS Bollard w /light shielding. LU LH SITE IN1=0fi`MATION Tota I Area of 211,859 e.f. Property (4.8& acres) Building Coverage 43,215 e.F. (footprint) Farking Lot, Walk, 57,425 e,f. 4 Drive Coverage Total Impervious 100,700 s.f. Landecape /Open 111,159 S.F. Area Number of &2 5tard Parking 5ta Ile, (0 H.C. 5 Compact Vacated Street Fp'ow 43,995 S.F. (12th 4 McClellan) (1.01 acres) Dedicated Lard 34, (0 35 5. F, (30 acres) Public Access G 995 S.F. Easement (.1(0 acres) 5, 4� °- Not for Electrical Permit FRAHLER ELECTRIC CO. 11880 S. W. Greenburg Road Phone 503 -639 -4627 Fax 503 -639 -4673 ishington Cont. Lie.# FRAHLEC269QM agton Administrator Lic.# FRAHRW208MQ © Frahler Electric Co, These drawings are the property of Frahler Electric Co, and are not to be used or reproduced in any manner, without prior written permission, M pool 0 6� l� d rl� 1 r,I�i W Sty 0 .0 _ 4-) 0 CD o' no i A LO Es o I 0 x� v I � � I di IU °z PROJECT NUMBER: 62348 DATE: 8/14/07- .1161.: 1" = 20' m E1.2 b.11 1 102 b b., D DA U U IDA to bA 1 10.4 102 bA 10.9 22 %0 2A YA DA Us bA YA 2A %1 '32 12 bA 102 10.1 DA to to to to 3 bA 10.0 116 12 116 1.0 1016 bA 1016 116 11 1a hA Y.1 to IDA to 1.0 103 103 10.9 0 10.8 1016 11A bA 10.7 Y3 Y16 A 1.0 1016 102 10.1 1016 1016 b.D to 1 10.7 10.7 bA 10A .7 bA 10o to bA 016 1.0 1 116 13 to 102 10.1 to to to A hA 8.0 X9.8 10.7 a 72 Va 1016 to is 416 18 102 10.1 to VA 1016 to �11 �+ 0 II 1172 11 IIT21 �J 'IT" 141 17 '216 17 bA YA 10 10.7 1.7 t0 DA 1016 4.7 416 103 10.1 10.0 bA '016 to 11511 11 DETENTION/ 0 2A 116 to 10.3 0 .3 0 0 0.3 102 1016 is 118 XO t9I/N p� L �b.��A� I � `016 A %0 DA 10.7 bA b 102 bA bA to Y.2 A u7A RwE As bA 1016 DA 0.0 103 102 03 bA bA 1016 10.9 b 103 102 102 103 10.9 bA 1016 W 103 10., to bA bA 10.0 103 02 103 1111.7 13 1.7 11.7 A DA As 102 W bA DA W L4 163 0.1 DA 0.0 to 10.0 103 102 103 1.9 1 .1 bA 2 42 bA DA Its 12 A 10.7 b.1 to bA OA 1016 A 103 103 2A 7 .8 A 02 102 1016 1A 416 19 b2 10.1 10.0 10.0 10.0 A 0 0 0 0 711 102 b2 1016 116 ., 4B 103 '111 1016 1016 10.0 US VA bA ' 11 10.10 12 11.4 102 102 bA 41.9 114 U 103 10.11 1016 DA bA lu I2 10.1 D.1 10,1 IDA bA bA 1.1 116 4116 11.11 DA 102 10.1 10.1 bA EXIT w b t .1 10.1 10,1 10.9 'as 109 116 1.9 1016 DA 42 10.1 10.0 A 10 >_ A 10.1 b., 103 bA 1A 14a %a RA 41.1 W 102 10.1 to Dd z to VA !aq 102 10A 4116 110 1067 4.1 1A DA 102 10.1 to 10a 'DA ILI 102 103 116 %7 h9 is 116 bA }1002 Q1 '0.0 1016 11711 5LDG. 10.1 10.1 102 W 1111.1 b.1 102 103 103 t9 1® 17 1.1 -10.7 1016 10.11 11 S I C3N 1�p �E ° �b.9 103 119 172 11 118 102 Y3 41.9 102 103 1.9 4116 103 119 nTS u � °� 11 IIIb iI 10.1 11T2 11 1172 II IIT2 II (.! �9�3� 10.8 10.4 9 416 Us 9 'dA 103 OA 1 %4 1.0 ba LUMInNAORE SCHEDULE Symbol Lebd Ob Celebp Number Desorlp0Dn Lamp File Lumens LLF woo DIECAST TYPE N, 160 WATT HIGH ❑ T 10 KAD 1305 R4 SHORT, CUTOFF PRESSURE SODIUM 91120401.1es 18000 0.72 188 LUMINAIRE 0 IN ROUND BOUARD 70 OT2 29 10308 70S IV W/ LOUVERS HPS ATT MEDIUM BASE 94032902das 8300 0.72 97 O S 4 DOW 8" DIA. INCANDESCENT DOWN K250PAR381FL IQ80pll.lea 8100 0.81 280 oovyN LIGHT uoHr O LF8/F802A 8.OPEN DOWNUGHT TWO 13-WATT DOUBLE R 18 (2/18DTT) WITH SEMI-DIFFUSE THAN TUBE COMPACT 95121401.1as 900 0.72 48 REFLECTOR. FLUORESCENTS, HZ W1464DEG CANT. 15' PU5L IC ACCE65 E45F -LENT STATISTICS Desalplbn Symbol Avg Max Min MetdMn CdoZOne4H + 1.0110 26.210 0.010 N/A Sheet Notes Q 1 -4" PVC Conduit/Telephone and 1 -2" PVC Conduit fot CATV. Contact: Teler hone - -Quest Comm. - -Barry Martin 360- 452 -1258 Contact: CATV - Millennium Digital - -Rick Bertolina 360 - 385 -7171 Q Verify all con ection locations with the Local Utility. See the Elect ical Riser Diagram. 4 Install the pr mary power conduits per the Local Utility. Contact: Pote co Inc. -- Victor Ibarra 360- 340 -2473 1 -4" PVC Conluit and Pull Rope. (S ) Emergency Power Generator location. © Connect all exterior lighting to the Emergency Generator System. ® Exterior Light ng Control location. 8 Install the ty a "T2" bollard fixture approximately 18" from the sidewalk. 9 Verify the re uirements of the Fire Sprinkler Vault. Q Verify all locations and elevations with the Architectural Drawings. © Co- ordinate Ilie all street lighting with the City of Port Townsend. ® All project si a pole are 17 ft. Max. above grade and have adjustable ar as on the poles with house side shields on the fixtures. © Not Used Install 1 -4" VC Cdt. and 1 -2" PVC Cdt. underground between the Telephone rooms. All Home runs are 1" PVC W/ #8 Conductors. The lateral runs are 3/4" PVC W/ #10 conductors. Site Fixtures Type "S" is a 250 watt recessed fixture in the drive up canopy. Type "R" is al surface mounted grilled low impact light fixture. Type "T" is al 17 ft. max. high pole with one 150 watt HPS fixture. Type "T2" is 4 3 ft. high, 70W HPS Bollard w /light shielding. LU LH SITE IN1=0fi`MATION Tota I Area of 211,859 e.f. Property (4.8& acres) Building Coverage 43,215 e.F. (footprint) Farking Lot, Walk, 57,425 e,f. 4 Drive Coverage Total Impervious 100,700 s.f. Landecape /Open 111,159 S.F. Area Number of &2 5tard Parking 5ta Ile, (0 H.C. 5 Compact Vacated Street Fp'ow 43,995 S.F. (12th 4 McClellan) (1.01 acres) Dedicated Lard 34, (0 35 5. F, (30 acres) Public Access G 995 S.F. Easement (.1(0 acres) 5, 4� °- Not for Electrical Permit FRAHLER ELECTRIC CO. 11880 S. W. Greenburg Road Phone 503 -639 -4627 Fax 503 -639 -4673 ishington Cont. Lie.# FRAHLEC269QM agton Administrator Lic.# FRAHRW208MQ © Frahler Electric Co, These drawings are the property of Frahler Electric Co, and are not to be used or reproduced in any manner, without prior written permission, M pool 0 6� l� d rl� 1 r,I�i W Sty 0 .0 _ 4-) 0 CD o' no i A LO Es o I 0 x� v I � � I di IU °z PROJECT NUMBER: 62348 DATE: 8/14/07- .1161.: 1" = 20' m E1.2 'DA ILI 102 103 116 %7 h9 is 116 bA }1002 Q1 '0.0 1016 11711 5LDG. 10.1 10.1 102 W 1111.1 b.1 102 103 103 t9 1® 17 1.1 -10.7 1016 10.11 11 S I C3N 1�p �E ° �b.9 103 119 172 11 118 102 Y3 41.9 102 103 1.9 4116 103 119 nTS u � °� 11 IIIb iI 10.1 11T2 11 1172 II IIT2 II (.! �9�3� 10.8 10.4 9 416 Us 9 'dA 103 OA 1 %4 1.0 ba LUMInNAORE SCHEDULE Symbol Lebd Ob Celebp Number Desorlp0Dn Lamp File Lumens LLF woo DIECAST TYPE N, 160 WATT HIGH ❑ T 10 KAD 1305 R4 SHORT, CUTOFF PRESSURE SODIUM 91120401.1es 18000 0.72 188 LUMINAIRE 0 IN ROUND BOUARD 70 OT2 29 10308 70S IV W/ LOUVERS HPS ATT MEDIUM BASE 94032902das 8300 0.72 97 O S 4 DOW 8" DIA. INCANDESCENT DOWN K250PAR381FL IQ80pll.lea 8100 0.81 280 oovyN LIGHT uoHr O LF8/F802A 8.OPEN DOWNUGHT TWO 13-WATT DOUBLE R 18 (2/18DTT) WITH SEMI-DIFFUSE THAN TUBE COMPACT 95121401.1as 900 0.72 48 REFLECTOR. FLUORESCENTS, HZ W1464DEG CANT. 15' PU5L IC ACCE65 E45F -LENT STATISTICS Desalplbn Symbol Avg Max Min MetdMn CdoZOne4H + 1.0110 26.210 0.010 N/A Sheet Notes Q 1 -4" PVC Conduit/Telephone and 1 -2" PVC Conduit fot CATV. Contact: Teler hone - -Quest Comm. - -Barry Martin 360- 452 -1258 Contact: CATV - Millennium Digital - -Rick Bertolina 360 - 385 -7171 Q Verify all con ection locations with the Local Utility. See the Elect ical Riser Diagram. 4 Install the pr mary power conduits per the Local Utility. Contact: Pote co Inc. -- Victor Ibarra 360- 340 -2473 1 -4" PVC Conluit and Pull Rope. (S ) Emergency Power Generator location. © Connect all exterior lighting to the Emergency Generator System. ® Exterior Light ng Control location. 8 Install the ty a "T2" bollard fixture approximately 18" from the sidewalk. 9 Verify the re uirements of the Fire Sprinkler Vault. Q Verify all locations and elevations with the Architectural Drawings. © Co- ordinate Ilie all street lighting with the City of Port Townsend. ® All project si a pole are 17 ft. Max. above grade and have adjustable ar as on the poles with house side shields on the fixtures. © Not Used Install 1 -4" VC Cdt. and 1 -2" PVC Cdt. underground between the Telephone rooms. All Home runs are 1" PVC W/ #8 Conductors. The lateral runs are 3/4" PVC W/ #10 conductors. Site Fixtures Type "S" is a 250 watt recessed fixture in the drive up canopy. Type "R" is al surface mounted grilled low impact light fixture. Type "T" is al 17 ft. max. high pole with one 150 watt HPS fixture. Type "T2" is 4 3 ft. high, 70W HPS Bollard w /light shielding. LU LH SITE IN1=0fi`MATION Tota I Area of 211,859 e.f. Property (4.8& acres) Building Coverage 43,215 e.F. (footprint) Farking Lot, Walk, 57,425 e,f. 4 Drive Coverage Total Impervious 100,700 s.f. Landecape /Open 111,159 S.F. Area Number of &2 5tard Parking 5ta Ile, (0 H.C. 5 Compact Vacated Street Fp'ow 43,995 S.F. (12th 4 McClellan) (1.01 acres) Dedicated Lard 34, (0 35 5. F, (30 acres) Public Access G 995 S.F. Easement (.1(0 acres) 5, 4� °- Not for Electrical Permit FRAHLER ELECTRIC CO. 11880 S. W. Greenburg Road Phone 503 -639 -4627 Fax 503 -639 -4673 ishington Cont. Lie.# FRAHLEC269QM agton Administrator Lic.# FRAHRW208MQ © Frahler Electric Co, These drawings are the property of Frahler Electric Co, and are not to be used or reproduced in any manner, without prior written permission, M pool 0 6� l� d rl� 1 r,I�i W Sty 0 .0 _ 4-) 0 CD o' no i A LO Es o I 0 x� v I � � I di IU °z PROJECT NUMBER: 62348 DATE: 8/14/07- .1161.: 1" = 20' m E1.2 15' PU5L IC ACCE65 E45F -LENT STATISTICS Desalplbn Symbol Avg Max Min MetdMn CdoZOne4H + 1.0110 26.210 0.010 N/A Sheet Notes Q 1 -4" PVC Conduit/Telephone and 1 -2" PVC Conduit fot CATV. Contact: Teler hone - -Quest Comm. - -Barry Martin 360- 452 -1258 Contact: CATV - Millennium Digital - -Rick Bertolina 360 - 385 -7171 Q Verify all con ection locations with the Local Utility. See the Elect ical Riser Diagram. 4 Install the pr mary power conduits per the Local Utility. Contact: Pote co Inc. -- Victor Ibarra 360- 340 -2473 1 -4" PVC Conluit and Pull Rope. (S ) Emergency Power Generator location. © Connect all exterior lighting to the Emergency Generator System. ® Exterior Light ng Control location. 8 Install the ty a "T2" bollard fixture approximately 18" from the sidewalk. 9 Verify the re uirements of the Fire Sprinkler Vault. Q Verify all locations and elevations with the Architectural Drawings. © Co- ordinate Ilie all street lighting with the City of Port Townsend. ® All project si a pole are 17 ft. Max. above grade and have adjustable ar as on the poles with house side shields on the fixtures. © Not Used Install 1 -4" VC Cdt. and 1 -2" PVC Cdt. underground between the Telephone rooms. All Home runs are 1" PVC W/ #8 Conductors. The lateral runs are 3/4" PVC W/ #10 conductors. Site Fixtures Type "S" is a 250 watt recessed fixture in the drive up canopy. Type "R" is al surface mounted grilled low impact light fixture. Type "T" is al 17 ft. max. high pole with one 150 watt HPS fixture. Type "T2" is 4 3 ft. high, 70W HPS Bollard w /light shielding. LU LH SITE IN1=0fi`MATION Tota I Area of 211,859 e.f. Property (4.8& acres) Building Coverage 43,215 e.F. (footprint) Farking Lot, Walk, 57,425 e,f. 4 Drive Coverage Total Impervious 100,700 s.f. Landecape /Open 111,159 S.F. Area Number of &2 5tard Parking 5ta Ile, (0 H.C. 5 Compact Vacated Street Fp'ow 43,995 S.F. (12th 4 McClellan) (1.01 acres) Dedicated Lard 34, (0 35 5. F, (30 acres) Public Access G 995 S.F. Easement (.1(0 acres) 5, 4� °- Not for Electrical Permit FRAHLER ELECTRIC CO. 11880 S. W. Greenburg Road Phone 503 -639 -4627 Fax 503 -639 -4673 ishington Cont. Lie.# FRAHLEC269QM agton Administrator Lic.# FRAHRW208MQ © Frahler Electric Co, These drawings are the property of Frahler Electric Co, and are not to be used or reproduced in any manner, without prior written permission, M pool 0 6� l� d rl� 1 r,I�i W Sty 0 .0 _ 4-) 0 CD o' no i A LO Es o I 0 x� v I � � I di IU °z PROJECT NUMBER: 62348 DATE: 8/14/07- .1161.: 1" = 20' m E1.2 LU LH SITE IN1=0fi`MATION Tota I Area of 211,859 e.f. Property (4.8& acres) Building Coverage 43,215 e.F. (footprint) Farking Lot, Walk, 57,425 e,f. 4 Drive Coverage Total Impervious 100,700 s.f. Landecape /Open 111,159 S.F. Area Number of &2 5tard Parking 5ta Ile, (0 H.C. 5 Compact Vacated Street Fp'ow 43,995 S.F. (12th 4 McClellan) (1.01 acres) Dedicated Lard 34, (0 35 5. F, (30 acres) Public Access G 995 S.F. Easement (.1(0 acres) 5, 4� °- Not for Electrical Permit FRAHLER ELECTRIC CO. 11880 S. W. Greenburg Road Phone 503 -639 -4627 Fax 503 -639 -4673 ishington Cont. Lie.# FRAHLEC269QM agton Administrator Lic.# FRAHRW208MQ © Frahler Electric Co, These drawings are the property of Frahler Electric Co, and are not to be used or reproduced in any manner, without prior written permission, M pool 0 6� l� d rl� 1 r,I�i W Sty 0 .0 _ 4-) 0 CD o' no i A LO Es o I 0 x� v I � � I di IU °z PROJECT NUMBER: 62348 DATE: 8/14/07- .1161.: 1" = 20' m E1.2 5, 4� °- Not for Electrical Permit FRAHLER ELECTRIC CO. 11880 S. W. Greenburg Road Phone 503 -639 -4627 Fax 503 -639 -4673 ishington Cont. Lie.# FRAHLEC269QM agton Administrator Lic.# FRAHRW208MQ © Frahler Electric Co, These drawings are the property of Frahler Electric Co, and are not to be used or reproduced in any manner, without prior written permission, M pool 0 6� l� d rl� 1 r,I�i W Sty 0 .0 _ 4-) 0 CD o' no i A LO Es o I 0 x� v I � � I di IU °z PROJECT NUMBER: 62348 DATE: 8/14/07- .1161.: 1" = 20' m E1.2 LO Es o I 0 x� v I � � I di IU °z PROJECT NUMBER: 62348 DATE: 8/14/07- .1161.: 1" = 20' m E1.2 m E1.2 IN 0 FRAHLER ELECTRIC CO. 11860 S. W. Greenburg Road Phone 503 -639 -4627 .A' Fax 503 -639 -4673 12 Washington Cont. Lie.# FRAHLEC269QM Washington Administrator Lie.# FRAHRW208MQ © Frahler Electric Co. I These drawings are the property of Frahler Electric Co. and are not to ® be used or reproduced In any manner, without prior, written permission. X -R• O e �I o AI Ill IDL -I Pens . 91 'A • Q1 Connect to the lightine control at the elevator area_ Q © Area lighting control location, e © Connect to the liehting on the 2nd floor ceiling above, ® verify all mechanical equipment loads and locations. IDL -3 © VERIFY all locations and elevations with the Architectural Drawings. NMI ME ® All wiring in the A3 area is to be steel raceway and steel boxes. Q All wiring in the residential areas is to be residential grade wiring. ® All wiring connected to the EM panel is to be steel raceway and steel boxes. S9 Not Used ® Connect to the liehting controls at the Reception Area. ❑ II Connect to the lightine above. i2 FE. Cell Location. A6' D leg IDL -5 Penal 12d 3 5 IDL-3 IDL -2 bi Panel MW Pannl WW e I 1315 e lea �� e lei IDL -4 122 12e ane lei ❑ IDL -6 IDL -6 Q'W �I Pe Pena Pens4 �—{ �d Q,) cn J-111 JIIII ImIZ o °a ® Panel INE ® A5 D .A. ° 0 e A6 A6 6' NL ® ® .X o A6 A6 A6 ® —M 0 X' A' ri �Ld ❑ ® ® Pa el N 106 I 'k [ A5 C2 IDL -5 Pens ;�� 'C2• � /j� e � —125 7 ° Pte" IM-3 I IDL -I IDL -6 • , Pena Pene I Pane ley 57 911 Z 4 �-i Exterior Lt Q. Cont/Di O y� Ulf d Del IE IEM l a Fmal 12 °AI' A6 N� 1EMB -9 � • r..j i O 416 0 NL EGISTERED rre--1 CHITECT le4 LLDMAL9 S ED IDL -6 ; *CATE OF AS14INGToN }� 1416 / t/1 lea SAY �li! a IS D 18 0 o ° (1J e e let \ 1 ca ana 16 0 e 6' IDL -5 Paµi MW Match Line sht. E2.1 sht. E2.2 IN] X. 'AI' 'AI' 2 NWNWIVimr_t1 Panel C 5 u Match Line 6ht. E2.1 sht. E22 w �4 2 Not for Electrical Permit O Ln "I Ul co > I a N z PROJECT NMER: 62348 DATE: 8/14/04 SCAM: 1/8" = 1' sREET: I Ix. 118 AS -3 Panel IWI 19S,i,9,ll,13,15 111 AS -3 Papal I2,i 2,4b9,10,I2,14,16 Match Line Sht. E2.1 Sht. E22 r31 13 Panel EMA Panel K Meter n ■❑ 116 Ae -6 AS -I I I n4 'R` Panel 192 1�,19�1,23$52'I;, Panel lW2 1�J9,21�3)S,tT$991 IEMA -23 � 171 51 I7� Ipset I ` I c)tes Q Connect to the lighting control at the elevator area. © Area lighting control location. © Connect to the lighting control in this room on the Ist Floor. Q Verify all mechanical equipment loads and locations_ Q VERIFY all locations and elevations with the Architectural Drawings. ® All wiring in the A3 area is to be steel raceway and steel boxes. © All wiring in the residential areas is to be residential grade wiring. ® All wiring connected to the EM panel is to be steel raceway and steel boxes. 9Q Connect to the Fireplace sconces below, ® Connect to the lighting controls at the Reception Area. ii Connect to the lighting below. t2 P.E. Cell Location. 116 Ae -6 AS -I I I n4 °anal lWl 21,23,25$'1991 Panel 192 1�,19�1,23$52'I;, Panel lW2 1�J9,21�3)S,tT$991 115 113 Ae -6 AS -6 Panel 10 Panel lw2 NL n2 AS -6 NL II 3 II IEMA -1,3 3 111 I 110 AS -I I AS -1 Parcel lW2 10a6e11602 19S,T,9,I 1,13,19 IT,19,21�3,2921,2931 3 151 AS-6 Panol 1901 ISS,'1,9,II,13,15 IWMWII■f:11■ ►D + 'G4' 160 Ae -6 Panel lec, T ar L Y: ILI NL WM 1 ►V_ I- I� /i to A A A B 150 As -s Panel 1901 IT,19�I�3)9$'t 0 162 AS -6 IrAME C. L 'R' 23 f7111�� ❑ FMA-21,23 0 163 AS-1 Panella' Panel 181 2,4b,9,1m,12,14,I6 fl,19,2123�5,Z't$991 WL Match Line eft. E2.1 Eft, E22 e' 164 As -1 AS -6 I I 166 Panel 191 ISS,T,9,11,13,15 Panel 192 1�,19�1,23$52'I;, .S. NL 168 AS -2 Panel 192 195,1,9,11,13,15 169 AS -2 Penal 192 2p,6,9J0J2J4,16 FRAHLER ELECTRIC CO. 11860 S. W. Greenburg Road Phone 503 -639 -4627 Fax 503 -639 -4673 Washington Cont. Lie.# FRAHLEC269QM Washingt on Adm08MQator Lie.# © Frahler Electric Co, These drawings are the property of Frahler Electrlc Co, and are not to be used or reproduced In any manner, without prior written permission. e e ll� E 11 O 'MU; 0 N I o \ I 0� I 165 161 Ae -8 AS -4 � Panel 192 Panel 192 32949699Am,42 199m$2�4)69�99,41 elto>acx xaemse: 62348 naTS: 8/ 14/04 sae�r: o Not for Electrical Permit �o 'Al' NL DN UP I 226 IDL -3 Pero I 0 7N 224 IDL-2 Pane 2 1315 a a a 222 11DL-6 Panel 225 I 221 IDL -3 —I I DL- L -I IOL -6 Pane,2NW Pans112NW Pansl 2NW IT Connect to the lighting control at the elevator area. Q Area lighting control location. © Connect to the lighting control in this room on the let floor. ® Verify all mechanical equipment loads and locations. © \/ERIF"r all locations and elevations with the Architectural Drawings. ® All wiring in the A3 area is to be steel raceway and steel boxes. Q All wiring in the residential areas is to be residential grade wiring. ® All wiring connected to the EM panel is to be steel raceway and steel boxes. 9Q Connect to the fireplace sconces below, ® Connect to the lighting controls at the Reception Area. IS Connect to the lighting below. Match Line sht. E2,4 C .C2, L 203 IDL -5 Paro 2NW ,5 m 201 IDL -5 penal 2NlU I4 i6 'Al' 22ID IDL -6 Pans 2 f012 210 DL -3 Paml 2NE 57 N NL 208 IDL -4 Panel 2NE 1 II E Dl n D�. —7 204 IDL -6 Parol 2NE 1416 202 IDL -6 Panel IB 0 ITS 206 IDL -5 Pane 6 205 IDL -6 Parol NE 1012 N D 211 IDL -I Panel 2NE 911 209 IDL -5 Pa"I 2NE I 207 IDL -5 Panel 2NE 24 Match Line sht. E2.4 Not for Electrical Permit FRAHLER ELECTRIC CO. 11860 S. W. Greenburg Road Phone 503 -639 -4827 Fax 503 -639 -4873 Washington Cont. Lie.# FRAHLEC269QM Washington Administrator Lie.# FRAHRW208MQ © Frahler Electric Co. These drawings are the property of Frahler Electric Co, and are not to be used or reproduced In any manner, without prior written permisslon. � ZZZ�4�W; S S49AU, P104e G� 0 tU I � I 0� I Ln > I � N I � � I Aa =01 PROJECT NMISR: DATE: SCALE: SHEEP: 62 � 348 8/14/04 1/8— A� 0 'O€tEGST�RED j MECr � ZZZ�4�W; S S49AU, P104e G� 0 tU I � I 0� I Ln > I � N I � � I Aa =01 PROJECT NMISR: DATE: SCALE: SHEEP: 62 � 348 8/14/04 1/8— A� IDL -5 PaMI 146 'All 'All Match Line URE eft. E23 ® Al' Sht. E2.4 'X C2 , ..1 Y EMB -li r , NL 'C5' G5" , , 'G2' 'G5' F � NL C5' 'A2� .561 0 0 YC2Y A9 3 PaMI 2WI 135,,,9,11,13,15 A5,3 PeMI 2WI 2,4b5,10,12 4,16 2'16 A$ -6 274 AS -I 13heet N®tee F-1 I Connect to the lighting control at the elevator area. ® Area lighting control location. Q Connect to the lighting control in this room on the 15t floor. ® Verify all mechanical equipment loads and locations. Q VERIFY all locations and elevations with the Architectural Drawings. © All wiring in the A3 area is to be steel raceway and steel boxes, Q All wiring in the residential areas is to be residential grade wiring. ® All wiring connected to the EM panel is to be steel raceway and steel boxes. Q Connect to the fireplace sconces below, ® Connect to the lighting controls at the Reception Area. ii Connect to the lighting below. A9 3 PaMI 2WI 135,,,9,11,13,15 A5,3 PeMI 2WI 2,4b5,10,12 4,16 2'16 A$ -6 274 AS -I �eMl 2W i133353T3931 I PaMI ZW2 11,19 3 13 33 53,3931 F-2--ITI PeMI 2802 , A$_8 252 PeMI 28CI Z6 B 0 Z 4 251 124$ PaMI 28GI 135,,,9,11,13,15 "A2 2EMA -5,1 IirA I`W14i1 1 1_ ■1 ul���Aw 'AV NL 0 0 $6' $6' NL --� 116 -iUl6Y i 14—L 'X' ■t 2'15 213 PeM1201 2pb9,10,12,14,16 I I 2'il I 2i�D Ln 260 PaM1 2W2 X6,8,10,12,14,16 PeMI 20 10)0,22$4,2638,3032 Panel 2W1 13,5,,,9,11,13,15 32343630A0AZ 10303234363,39A1 PaM1 29C2 1,,193 13 3 3 53,39x' I PaM1 2862 2,4,69J0,IZ14,16 'X� rL II 'A9' 'A9' 2EMB -2 ra "BIB fT�IIi a 253 A$ -1 PeMI 28.^ -2 3335 , 6 NL 25D As -s Pansl 133353, 20CI 1,,193 262 As -6 L lWJ w� 261 A$ -I I A$ -I 263 PeM1201 2pb9,10,12,14,16 PdM1201 1'1,193133353,39,31 Match Line &A, E23 5ht. E2.4 264 A$ -1 PeMI 281 135,,,9,11,13,15 266 A$-6 PeMI 282 Al' 268 AS -2 Panel282 3 ,11,1,15 269 A$ -2 Panel282 2pb5.10,12,14,16 FRAMER ELECTRIC CO. 11860 S. W. Greenburg Road Phone 503 - 639 -4627 Fax 503 -639 -4673 Washington Cont. Lie.# FRAHLEC269QM WashingFRAHRW2 isstQrator Lie.# © Frahier Electric Co, These drawings are the property of Frahier Electric Co, and are not to be used or reproduced in any manner, without prior written permission. 4— e FmmIl ® C) bX bj4e�d 1�1/9�1 L • Po'i O 1� {t i 0 N I a \ I 0� I 265 261 Iu O Ln Penal 28Z PeMI ZBZ �+ 32343630A0AZ 10303234363,39A1 �I O � r-I � ;`��`"��• is � > I � I Not for Electrical Permit PROJECT NM EM 62348 DATE: 8/14/04 SCALE: 1/8" = 1' SHEET: ON ii D 326 IDL -3 Para . ii ON x 324 IDL -2 Panel 3NLU 1315 'X' r 322 IDL -6 Panel 3NW r `J 320 IDL -6 Panel 3NW IQ J2 RM 310 IDL -3 Panel 3NE 5'1 U— i C) 0 'o ❑ ® ® © Q P "a A 1 33® " N .$2, $ 2' "$2' O S DL53 IDL31 DL I6 Q ® Pang,3NW Pan9i13Nw Pan 2,4 NL Sheet Nc)tes (D Connect to the lighting control at the elevator area. © Area lighting control location. Q Not Used ® verify all mechanical equipment loads and locations. Q VERIFI' all locations and elevations with the Architectural Drawings, OAll wiring in the A3 area is to be steel raceway and steel boxes. All wiring in the residential areas is to be residential grade wiring. ® All wiring connected to the EM panel is to be steel raceway and steel IS Not Used ® Not Used II Not Used Match Line Sint. E2.5 $ht. E2.6 303 IDL -5 Pena 3NW IB 0 301 IDL -5 Panel 3NW 14 i6 'ca" 1 ca' r AG.I AS`: 308 IDL -4 Pena 3NE i 'X' 3EM5 -3 C D/L o W. IS r N\ ok 719 3E115 -15 E ,; 30d IDL -6 Panel3 E 1416 302 IDL -6 Pane 19 m RM 306 IDL -5 Panel 3tE &S I 305 IDL -6 Panel 3NE 012 VA 311 IDL -I Panel 9tl 3NB 309 IDL -5 anel 3NE I I 301 Lip-L--5j Panel d 3NE 2 4 °• 2- 93 Match Line $ht. E29 sht. E2.6 Not for Electrical Permit FRAHLER ELECTRIC CO. 11860 S. W. Greenburg Road Phone 503 -639 -4627 Fax 503 - 639 -4673 Washington Cont. Lie.# FRAHLEC269QM Washington Administrator Lie.# FRAHRW208MQ (D Frahler Electric Co, These drawings are the property of Frahler Electric Co, and are not to be used or reproduced In any manner, without prior written permission. O (U (lJ I \ I 0� I I4 0 0 r--i OI O U a L' y > I A N z PROJECT ISIMER: 62348 MODEM DATE: 8/14/04 SCALE: 1/8$9 = 1' San: Pane 416 Match Line sht. MB Sht. E2lo ,)`Ie t N®tes (D Connect to the lighting control at the elevator area. ® Area lighting control location. © Not Used ® Verify all mechanical equipment loads and locations. © VERIFY all locations and elevations with the Architectural Drawings. ® All wiring in the A3 area is to be steel raceway and steel boxes. Q All wiring in the residential areas is to be residential grade wiring. ® All wiring connected to the EM panel is to be steel raceway and steel boxes. Q Not Used ® Not Used n Not Used 3�8 AS -3 Panel 3W1 139.1,9,II,13,15 M 3"1'1 As -3 Panel 310 2,4b,8,I0,1214,i6 376 A5 -6 AS -I 3'(4 wa—rw iwl I Panel 30 111315111931 YI,19111315111931 3�5 313 As -6 I I I AS -6 'AI' 'Al' 3E1`18 -15 0 .B. Match Line sht. E2.5 9ht. E2.6 O.A. 'Al' 'Al' Panel 39C2 I " DN 11,19111315111931 351 AS -6 Alm' Penal 38CI I 1911 Na NL NL 'Al' CD 'x' 350 As -8 Panel 39-I 11 ,1911131511 CU 352 A5 -6 Panel 3902 33,35,3139,41,- 3436,38 Q (U ® O a \ I 8 A 0� I A515 'Al' A n A As 6 As- As -& - ane136C2 12,241663032 3EMA -8 ,�• 'A3' Pene139C2 13,8,1,9,11,13,15 pis. 1.361 Panel 362 13,5.1,9,11,13,18 11,1 91 11 3 1 8 111 D D 'Alm' D A. 'Al' w D ❑ O 1PAnPI ;;=M Al __ // // � 311 AS -1 370 A5 -I (— Panel,11,13w2 Panel 39C2 I 13 9.1,9 3,E 11,19111315111931 3EMA -22 �// 360 AS -6 Panel 36-2 in lJ 1L 361 AS -1 363 A5 -I Pane1361 Panel 391 2,4bb,10,Y1,14,i6 I 11,19111318111931 365 AS -8 Panel 362 323436,38,40,42 361 AS -4 eroi 362 18,20fP; 24163139,41 Vim 368 AS -2 Pan 1391el 9,11,13,392 15 369 A5 -2 Panel 362 2f4b9,10J2,14,16 �N Not for Electrical Permit FRAHLER ELECTRIC CO. 11860 S. W. Greenburg Road Phone 503 -639 -4627 Fax 503 -639 -4673 ashington Cont. Lie.# FRAHLEC269QM agton Administrator Lic.# FRAHRW208MQ © Frahler Electric Co, These drawings are the property of Frahler Electric Co, and are not to be used or reproduced In any manner, without prior written permission. " f V CD CU (U a \ I 0� I CO U z Lrl > y N I A r N z PROJECT MWER: 62348 DATE: 8/14/04 SCALE: 1/8" = 1' BEET: In M110 DN UP NIN 15heet N cte6 (D Verify the Fire Place requirements. © Install a range disconnect in the cabinet above the range. © Not Used ® Verify all mechanical equipment loads and locations. Q VERIFY all locations and elevations with the Architectural Drawings. © All wiring in the A3 area is to be steel raceway and steel boxes. Q All wiring in the residential areas is to be residential grade wiring. ® All wiring connected to the EM panel is to be steel raceway and steel boxes. 9S Not Used ® Connect to the receptacle circuit in this room. II Receptacles that are powered from the generator are to be Red in color. 12 Not Used 226 224 IDL -3 I IDL -2 Panel 2NW Pane152NW p7 L r IDL ?6 10L 6 Panel Panel2 a W' z10 IDL -3 Panel 2NE 5l /1- 208 IDL -4 Pane 2 I 2N1U -33 2NE -24 1 MMMMBMMMMBCI 1 ® ® © Pa Mal 2N 2Nw -35 W1 GFI 2N - 25,2-1,29 Q b IDL -3 IDL 1 IDL I6 l Pang, Pen9112 Pane Match Line sht. E3.3 sht. E3.4 203 IDL -5 Pew 18 0 201 IDL -5 Pane 2 14 D 0 2NE -22 a D C -6 D UP N Q c i 204 IDL -6 Pane 1416 202 IDL -6 Pane 2 18 206 IDL -5 Pena 2 E b 205 IDL -6 Panel 2NE 1012 P 211 IDL -I Pdne l 2 1311 209 IDL-5 Perol 2NE 135 20-1 IDL -5 Panel 2NE 2 Match Line sht. E33 5ht. E3A Not for Electrical yry i Permit FRAHLER ELECTRIC CO. 11860 S. W. Greenburg Road Phone 503 -639 -4627 Fax 503 -639 -4673 Mshin ton Cont. Lie.# FRAZLEC269QM ngton Administrator Lie.# © Frahler Electric Co. These drawings are the property of Frahler Electric Co, and are not to be used or reproduced In any manner, without prior written permission. rNaRU — a it FI�CIi:' >'e i" e,_c �..W1� 0 3go� d 0 0i 0 I I I fa"1 W ` ^O 1� O JO kii, A� L ~ Ln � > I � N � a - lu z PROJECT NUMBER: 62348 BATE: 8/14/07 SCAM.E: 1/8" = 1' �. M)WO 218 AS -3 Penal 2WI 1,3,5,1,9,11,13,15 211 A5 -3 Pena0,1l 12 2 Af,,812,14,* Match Line 5ht, E33 Ant. E3.4 0 IDL -5 Pane 14 EMA -13,15 ❑ KF2 M- 38,40,42 Cub RTU -8 MAU -1 M- 25,219 Cll4 EMA- 12,14,16 EM - 1,9,11 M- 31,33,35 � CU3 RTU -9 M- 13,15,1'1 M -1,3,5 M- 1,9,11 01 verify the Fire Flace requirements. El © Install a range disconnect in the cabinet above the range. Q Not Used ® Verify all mechanical equipment loads and locations. Q VERIFY all locations and elevations with the Architectural Drawings, ® All wiring in the A3 area is to be steel raceway and steel boxes. Q All wiring in the residential areas is to be residential grade wiring. IS All wiring connected to the EM panel is to be steel raceway and steel boxes, Q Not Used ® Connect to the receptacle circuit in this room. ii Receptacles that are powered from the generator are to be Red in color. 0 Not Used 216 I A5 -6 214 AS -I Panel 2Wl Pana12W2 21,23,25,2'1,2991 11,19212325 212991 PT111154-j F-2-T5_1 A5 -6 I AS-6 213 Penal 2W2 i Panel 2W2 CCI FCI K -29 212 AS -6 panel 26C: 252 A5 -8 Penal 28CI 36 B 2 d AS- I I I A5-01 Pena120 Pana125G2 195,1,9,11,13,15 11J92 12 32 5212 991 AS-6 Panel 26CI 195,1,9,it13,15 C- M -2 42—�4 "1 -3 0 I�I► I�r 25GI -10,12 �I 0 C =14 G -6 Cqff=: GPI 25CI -6,8 260 A5 -6 Panel 29C2 2,d,6bJ0,12,14,16 2561 -2 t 253 penal 26=2 3396 1 ';'6 5 UP W1 250 A$-S Papal 26CI 262 A5 -6 A81 II A53 Panel 261 �1 II Panel 281 2,ib,5,10,12,1d,16 J 1,19212 32 5212 9 I Match Line eft. E33 SK. E3.4 264 AS -1 266 A5 -6 Panel2S1 Penal292 19 `r�,9,11,13,I6 11,19212 32 5 212 991 265 AS -S Penal 252 32949698A0,42 261 A5 -4 Penal 292 18202224269139p1 FRAHLER ELECTRIC CO. 11860 S. W. Greenburg Road Phone 503 -639 -4627 Fax 503- 639 -4673 Washinggton Cont. Lie.# FRAHLEC269QM Washington Ad 2 istQrator Lie.# (D Frahler Electric Co. These drawings are the property of Frahler Electric Co, and are not to be used or reproduced in any manner, without prior written permission. WO l) �I O_ Ln > I � � I PROUCT RUYRRR: 62348 DATE: 8/14/04 SCALE: 1/8„ = 1' 17 A sxEET: Not for Electrical Permit ° ON �` 326 IDL -3 Pana 0 0 Not Used © Not Used © Verify the Fire Sprinkler Compressor requirements. ® Verify all mechanical equipment loads and locations. Q VERIF`r all locations and elevations with the Architectural Drawings, ® All wiring in the A3 area is to be steel raceway and steel boxes. Q All wiring in the residential areas is to be residential grade wiring. ® All wiring connected to the EM panel is to be steel raceway and steel boxes. (9 Not Used ® Connect to the receptacle circuit in this room. ii Not Used 0 Not Used W1 324 DL -2 Pana 1315 L 322 IDL -6 Panel 3NW 6 3NW -32 3NW -34 320 IDL -6 Panel 3NW Im Iz 3NW -22 310 IDL -3 Pero 57 308 IDL -4 Panel I 3NE -22 3NE -24 ON IN 306 IDL -5 Panel 3NE 311 IDL -I Panel 3NE 911 309 10L -5 Pane 13I 30"1 IDL -5 Penal 3NE FRAHLER ELECTRIC CO. 11860 S. W. Greenburg Road Phone 503 -639 -4627 Fax 503 -639 -4673 ishington Cont. Lie.# FRAHLEC269QM agton Administrator Me.# © Frahler Electric Co. These drawings are the property of Frahler Electric Co. and are not to be used or reproduced In any manner, without prior written permission. 325 323 321 IDL -3 Paanel nel1 Pene13NW Pane13NW 3NW -24 1D3056 — Pene113NE �� Match Line sht. E35 9ht. E3.6 303 IDL -5 Penal 3NW m 301 IDL -5 Pane W 1416 \ a D 304 IDL -6 Panel 3NE 4I 302 IpL -6 Panel 18 Match Line +t. E3lo Not for Electrical Permit Q'i ~ AA SCALE: SHEEP: �-� A,= 0 cu (U � I � I In I (Ij � I ;_q W nO O O r�� 1 Lq p�..J PM"1 V' `" 10j I I 1 NINBEH: 62348 8/14/04 1/8" = 1' M))G al Match Line Sht. E3.5 5ht, E3.6 Q Bather - -- Verify the requirements. © 1000 lU heater. Q Not Used ® Verify all mechanical equipment loads and locations. Q VFRIF`r all locations and elevations with the Architectural Drawings. ® All wiring in the A3 area is to be steel raceway and steel boxes. Q All wiring in the residential areas is to be residential grade wiring. ® All wiring connected to the EM panel is to be steel raceway and steel boxes. Q Not Used ® Connect to the receptacle circuit in this room. 11 Not Used 12 Not Used 351 A5 -e Pensl 39GI I '1911 352 A5 -6 Panel 3502 33r591�'9RI,- 34698 LI AS 6 F-3-147 AS -1 AS-1 AS v Panel 3Wl pane13W2 Panel $"I a ���ryryry�✓✓✓��l °aneI 3502 3,5,1,9,11,13,15 36C 11,1911231511,2931 11,I9,2I$3i5111991 Panel 351 195,1,9,11,13,15 1810,22$436,289092 I yy� � 1 35G1 -4 �— 35CI -s J 350 As -a 4panel 3BCI 19,2123911 Match Line Sht. F-3.5 5ht. E3.6 FRAHLER ELECTRIC CO. 11860 S. W. Greenburg Road Phone 503 -639 -4627 Fax 503- 639 -4673 ►shinggton Cont. Lie.# FRA IEC269QM ngto-n Administrator Lic.# QFrahler Electric Co, These drawings are the property of Frahler Electric Co, and are not to be used or reproduced In any manner, without prior written permission, AS 6 AS 1146 -& I a ���ryryry�✓✓✓��l °aneI 3502 3,5,1,9,11,13,15 Panel 351 195,1,9,11,13,15 Panel 352 11,19,2123,25,21,2991 yy� � 1 O - _ ,'! •III �� I�i c) __. - - „ �I• ' J t - - _ n' � _ .� 1 1 •I� � -,mot � �� ra--q�jo-e A5 -3 Panel 3WI 2pbbl0,12,14,16 K91544 0 351 -W 369 d AS -2 C CD I Panel 352 N 2,4b.8,10,12,14,16 (U AS 6 A5 6 A5 I1 A5 1 A5 6 AS I AS-1 3 AS 8 AS 4 = -11 P4"1 30 Panel 3W2 Pan013W2 Panel 38CZ Pan0138C2 Panel 901 Panel 381 Panel 982 Pana1382 Vb,8,10,IZ,i4,16 1530323436383292 Ij,9; 1,9,IIJ3,l9 11,H,11�3$5)1,2991 Z,4b,5,10,12,14,16 2pb.8,10.IZ,14,16 11,1911$31521,29,31 3Z349638A0,4Z 18)O,ZZ1476 99f41 Q 2 ti. J N I � � I PROZECT MA®RR: Not for Electrical Permit SCAM: �1 0 w 62348 8/1�� 1/8" = 1' W1. al i Match Line sht. E3.1 Sht. E38 (D Not Used © Verify all mechanical equipment loads and locations. © VERB:',r all locations and elevations with the Architectural Drawings. ® All wiring in the A3 area is to be steel raceway and steel boxes. Q All wiring in the residential areas is to be residential grade wiring. All wiring connected to the EM panel is to be steel raceway and steel boxes. Not Used ® Not Used IEMA -3,5 9 awl -IS 3F1E- 31,39,41 a RTU 3 CU 5 3 3sG1 -23,25 P 35CI- 3139,41 RTU 6 _2022,24 cu 5 3U11 -26 5r°0 CU 5 ma 351- 32,34,36 VA RTU 5 Match Line Sht, E3.1 Sht. E38 11 352 -33 3EMA -1 FRAHLER ELECTRIC CO. 11860 S. W. Greenburg Road Phone 503 -639 -4627 Fax 503 -639 -4673 3.shington Cont. Lie.# FRAHLEC269QM agton Administrator Lie.# © Frahler Electric Co, These drawings are the property of Frahler Electric Co, and are not to be used or reproduced in any manner, without prior written permission, 118— i d' 0 N N I \ I 0� I P"h Y"•'1 F� d U1 O 2 U) O > I N I � [Y I PROJECT NUMBER: 62 348 BATE: 8/14/07 SawE: 1/8" = 1' SHEET: Not for Electrical Permit I 0 8 a' PTAG OL =3 Tau® ebr®®rn Livin Tit IIDL-2 Tug® 5ebroarn Living Unit iDL =1 Tug® 5ebrcam Livinci Unit Typ. of � units Approx. 9O 5cl Ft. Typ, of 3 units Approx. 92 Sq. Ft. Typ, of & units Approx. 95 Scj, 1=t. Electric Heater -EHl - -2000 Watts /208 Volts Electric Heater -EH2- -1500 Watts /120 Volts Electric Heater -EH3- -1000 Watts /120 Volts Electric Heater -EH4- -1000 Watts /120 Volts FRAHLER ELECTRIC CO. 11860 S. W. Greenburg Road Phone 503 - 639 -4627 Fax 503 -639 -4673 ishington Cont. Lie.# FRAHLEC269QM ngton Administrator Lie.# © Frahler Electric Co. These drawings are the property of Frohler Electric Co. and are not to be used or reproduced In any manner, without prior written permission, �' • r--I iH �_^� JiS6iJ 'q- CD N N 01� A' ILL =� One edr®Orn Livin Unit I L =� One 5edr®®rn Livin Unit IEDL =4 One ebr®®rn Livin Unit o Typ. of IS units Approx, &3Z 5c,1. Ft. Typ. of 15 units Approx. IS &::l. Ft. Typ. of 3 units Approx. 73-5 5q. Ft. P4 ; a: j_2 of fi o a N z PROJECT NUMBER: 62348 DATE: 8/14/04 SCAR: 1/4 19 = 1' Not for Electrical Permit SHEEP: I go Mv Home Mun 12/4 Romex ,fie =4 etudi® Livid Typ. of 3 units Approx. 5 PTAC 12/4 Romex H 12 Refer/1 Hom< 12/4 Home 12/2 f efer/i :x Hom( 12/4 ome Run /4 Romex PTAC U/4 momex Unit 45_3 Ore 5ebracrn Livia Unit 45_2 Electric One 5edrcam Living Unit 45 =1 One 5ebr®®rn Living Unit, S p- Ft. T yp- of & units A pp rox. 540 S p- Ft. T yp- of �o units A pp rox. 550 S p- Ft. T yp� of 18 units A pp rox. 620 S p-Ft. Typ. of 3 units ivircl Unit Approx. 3T2 Scl. Ft. n e Run E Romex .er/Micro is Run Romex Electric Heater -EH1- -2000 Watta /208 Volts Electric Heater -EH2- -1500 Watt5/120 Volts Electric Heater -EH3- -1000 Watt5/120 Volts Electric cl. Ft. Heater -EH4- 23 units -1000 Scl, Ft. Watt5/120 Volts PTAC Home Run 12/4 Romex AS-1 'StU610 Typ. of 1 unit Approx. Refer/M! Home R 12 /4 Ro ne Run E Romex Home 12/4 Rc lit Ae-& Ore 5ebr0®rn Liyn2 Urit Ae =5 Ore 5edr®Orn Liylr�a Unit cl. Ft. Typ. of 23 units Approx. 50-0 Scl, Ft. Typ. of 1 units Approx. 52 1=t tun rlex iicro Run omex '10 4 - 2 ., 6 Not for Electrical Permit FRAHLER ELECTRIC CO. 11860 S. W. Greenburg Road Phone 503 - 639 -4627 Fax 503 - 639 -4673 Washington Cont. Lie.# FRAHLEC269QM Washington Administrator Lie.# FRAHRW208MQ © Frahler Electric Co. These drawings are the property of Frahler Electric Co. and are not to be used or reproduced in any manner, without prior written permission, v L 0 0 > I N co 07 0i I I N I a A � I m I z PROJECT NUMBER: 62348 0 L 0 > I co 07 0i I I a (1J z PROJECT NUMBER: 62348 DATE: 8/14/04 sCAU: 1/4 "= 1' 9601 wl"w I K i I I M- -I,J,I1 M - 13,15,17 DEMOTE COONDENSIf1G UNITS d� Duplex Outlet (DCO) DESCRIPTION MANUFACTURER MODEL NUMBER ELECTRICAL PLUMBING O GAS NOTES w SUPPLIER Elec. Stub > _ Q w_ Y i 0 Ln 0 Y Q S o > i Cl- o U 0 2 0 U ¢ o 1 2 1 1 1 olk- n ter reezer --- Cooler ection - reezer nnce ' n Cooler Eva orator Cooler om ressor m erial - 11 -10 x 14 -2 x -8 Heatcraft - LSC -090A ea craft - M500 F 0.20 1.50 3.6 1 1 120 1 120 1 1 1 Jbox Jbox Jbox Jbox FS For Li hts or Li hts Door ea er Drain Line eater M -16 M -IS M -13 511 4 5 1 1 Freezer Eva orator Freezer m ress or eatcraft - LSF -0906 ea cra - 25L63C 9.8 230 1 Jbox Jbox FS M -� 911 6 Lot Shelvin Metro - MetroMax Q Lot Shelvin etro - Me a az 8 Lot Corner Guards Custom Stainless 9 1 an ack co - 1 10 1 Shelving Metro - Su erErecta w Bnte 11 1 om artmen in Advance abco - 9 - -54 -18 L 12 1 Dis oser Salva'or - 75 -SA -MSS -3 6 -1 2 17.8 120 1 Jbox 2 With 6 -1 2 Sink Collor - 1 2 all S A vane abco - -18 -36 14 1 Pre -Rinse Faucet w Add -A -Fa 1 &5 Brass - B-0133-8/0-0156 1/2" 15 2 ever Waste Fisher - 4 16 - Scare Number - -- 1 1 Wall-Mounted Hand in A vane abco - 7 -PS -70 1-1/2" 18 1 Faucet T &S Brass - 8 -1146 1 2 1 1 lean ishta le w Undershelves ustom Stainless 20 21 1 1 Overshelf Dishwasher w Boaster Advance Tabco - WS -12 -48 Jackson - em star .6 20 Jbox 1/2" K-23252- 22 2 24 1 at 1 T e II Hood Duct Work Exhaust Fan Custom Stainless HVA Contractor Loren Cook - 10003B 5.3 1 120 1 Jbox 6 3 Located CM a 0.1 S.. V xhaust Duct on Roof K -2S 2 are umber - -- 26 - are Number - -- 2 28 2 1 1 1 Pre-Rinse Faucet w Add -A- a Dis oser of ed ishta le w ink Brass - - 1 -B B -0 56 Salva'or - 75 -SA -MSS -3 6 -1 2 ustom Stainless 17.8 120 1 Jboz 1/2"11/Z 2 With 6 -I 2 Sink Collor K °2 it Lever Wastes. Route Waste to Grease Tra Veru 30 2 Dishwasher Rack Doll Cambro - CDR2020 1 1 auce & rass - B-1141 1 32 1 Island Counter Custom Stainless 3 1 ver a ustom S sinless 34 5 1 1 Dro -In Food Warmer eat Lam Wells - MOD- 5001DM AF -S Hatco - G AH -6 6.20 1. 19.5 TIT' 208 3 1 Jbox Jbox FS 1 With emote Infinite witch 36 2 Plate Lowerator Lakeside - 934 0.45 3.8 120 1 Plug are Number 38 - are Number - -- 40 1 1 Toaster Microwave Steamer Merco - - Panasonic - NE -2180 4. 2.10 1 .0 20 208 1 1 u Jbox " Nema 6 -30R Rece tacle K -15 41 S re Number - -- 42 4 44 45 46 47 - 1 1 1 Lot 1 S are Number anew Griddle Convection Oven e I Hood Duct ark xhaus an - -- U.S.. Range - PS-360-6-2626 U.S. Range - SEM -10051 el ield - C 2 -18 Custom Stainless Loren ok - V B 0. 0 0 0 30.0 4 120 208 120 8 3 1 lu Jbox Jboz Jbox 31 With onvec ions vens K -II K- 121416 or Li h s 2750 FM ®5 8 S.P. 12"08' Exhaust Duct .75 SP 12 x24 supply Duct Located on Roof K -15 -1 48 1 Fire Su ression S tem Ansul - R102 20.0 120 1 Jbox - 49 Lo Make- it HV Contractor 50 Lot Stainless Steel Wall Flashin Custom Stainless 51 1 auce & Brass - - 2 1 1/2'11 52 i Counter w 2 Can Sink Cus om Stainless FS 53 11 1 Wall w of Hack Advance abco - S -12 -96 54 2 Drawers Advance Tabco - N5-2020 Lever Waste fisher - 2 4 56 1 Slicer Globe - GC12D 6.0 120 1 Plu 58 1 are Num er Mixer Varimixer - W20J 12.0 1 120 Plu K -21 59 60 1 xer and Reach -In Refrigerator dvance a co - M -55-60-2 True - T -23G 7.5 120 1 Plu Nema 5 -15 Plu 61 62 1 1 orktable Ice Maker vane a co - KM -3 Scotsman - ME256AS -1F 20.0 120 1 Plu FS Water Su I from Item 2 2.1 1 ce in co sman - 63 1 Water Filter Cuno - Iceassurel -5 6 1 Juice i enser urve r 65 re are Number - -- 66 1 No New Age - 0 67 1 1 Lot Shelvin Metro - MetroMax D 68 1 1 1 1 6 175<1 1 1 1 MOD Sink Advance Tabco - 9 -OP -20 1-1/2" 0 175ZI 11 1 Utility Faucet T&S Bross - B -06 - 1 2 71 1 Mo Shelf Advance Tabco - K -245 -71- Dtogll 1 Hot Water Heater B 73 Lot Office Furniture 8 Owner M- -I,J,I1 M - 13,15,17 DEMOTE COONDENSIf1G UNITS d� Duplex Outlet (DCO) Single Outlet Floor Outlet Light Fixture O Junction Box ® Special Plug O Elec. Stub # Switch Thermostat © Solenoid co 120V Convenience Outlet RR vgUL@ o rJ VOOI:w 1, THE UTILITY REQUIREMENTS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT SUPPLIED BY THE KITCHEN EQUIPMENT CONTRACTOR. THESE PLANS ARE PREPARED AND FURNISHED FOR THE PURPOSE OF INDICATING EQUIPMENT REQUIREMENTS ONLY AND DO NOT RELIEVE THE GENERAL CONTRACTOR, SUB CONTRACTOR OR OTHER INVOLVED TRADES OF THE RESPONSIBIUTY TO CONSULT WITH THE ARCHITECT, ENGINEER, OWNER OR HIS REPRESENTATIVE CONCERNING ALL OTHER REQUIREMENTS OF THIS BUILDING OR EQUIPMENT THAT IS EXISTING OR FURNISHED BY OTHERS. 2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO IMMEDIATELY NOTIFY THE KITCHEN EQUIPMENT CONTRACTOR IN WRITING OF ANY CHANGES TO BUILDING THAT AFFECT EQUIPMENT PLACEMENT AND SIZES (I.E., WALL CHANGES, WATER HEATER LOCATIONS, ELECTRICAL PANELS, ETC). 3. ALL UTILITY ROUGH -INS, FINAL CONNECTIONS AND HOOK -UPS SHALL BE PROVIDED AND PERFORMED BY THE RESPECTIVE LICENSED SUB CONTRACTORS IN COMPUAIE WITH APPLICABLE NATIONAL AND LOCAL CODES. 4. ALL ROUGH -INS SHOWN ON THESE P NS ARE SUBJECT TO CHANGE AND VERIFICATION PENDING FINAL SELECTION AND LOCATION OF ALL EQUIPMENT. 5. DIMENSIONS SHOWN ARE FROM FACE OF FINISHED WALL OR FLOOR TO CENTERUNE OF ROUGH -IN, UNLESS OTHERWISE INDICATED. 6. THE GENERAL CONTRACTOR SHALL PROVIDE FLOOR, WALL, CEILING AND ROOF PENETRATIONS, INCLUDING THOSE REQUIRED FOR: MAKE -UP AIR AND CLASS II EXHAUST DUCTS AND FIRE -RATED SHAFTS FOR CLASS I EXHAUST DUCTS. THE GENERAL CONTRACTOR SHALL ALSO PROVIDE CONDUIT AND SLEEVES FOR REFRIGERATION, SYRUP, CARBON DIOXIDE GAS, BEER AND WINE LINES. CONDUIT SHALL BE CIRCULAR PVC OR EQUAL WITH A DIAMETER AS INDICATED ON PLANS AND WITH ALL BENDS TO HAVE A MINIMUM RADIUS OF TWENTY -FOUR INCHES. 7. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE WEATHER PROTECTION FOR ALL ROOF AND WALL PENETRATIONS PRIOR TO AND DURING THE INSTALLATION OF THE KITCHEN EQUIPMENT & FURNISHINGS. B. WHERE EQUIPMENT PRODUCES NOISE THAT MAY VIBRATE THROUGH WALLS TO ANY PUBLIC AND /OR DINING AREAS, THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ADEQUATE SOUND PROOFING IN WALLS. 9. SEISMIC BRACING INFORMATION, IF REQUIRED, IS NOT INDICATED ON THESE PLANS NOR IS IT PROVIDED BY THE KITCHEN EQUIPMENT CONTRACTOR UNLESS OTHERWISE SPECIFIED HEREIN. 10. WHERE CUSTOM CABINETS ARE PROVICED BY THE KITCHEN EQUIPMENT CONTRACTOR, THE GENERAL CONTRACTOR SHALL PROVIDE ALL FINISHED BASE MATERIAL FOR THE CABINETS OF THE SAME SPECIFICATION AS USED FOR THE WALLS IN THAT AREA, OR AS OTHERWISE SPEICIFIED. 0W)03 1. ALL ELECTRICAL ROUGH -IN WORK AN FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS SHOWN ON THE KITCHEN EQUIPMENT CONTRACTORS NS TO BE PERFORMED BY THE ELECTRICAL CONTRACTOR PER NATIONAL AND LOCAL CODES. 2. ALL ELECTRICAL MATERIALS INCLUDIN RING, FLEX, CONDUIT, SWITCHES, DISCONNECTS, MAGNETIC STARTERS, CONTACTORS, THERMAL OVERLOAD PROTECTORS, SHUNT IP BREAKERS, TRANSFORMERS, ELECTRICAL PANELS, CORDS, PLUGS, ETC., SHALL BE SUPPLIED BY THE ELECTRICAL CONTR TOR UNLESS OTHERWISE SPECIFIED IN THESE PLANS. 3. ELECTRICAL CONTRACTOR SHALL SUP Y KITCHEN EQUIPMENT CONTRACTOR WTH ELECTRICAL PANEL(S) SIZE AND LOCATION ALONG WITH AVAILABLE VOLTAGE AND Piz 4. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL SHUNT TRIP BREAKERS, CONTACTORS, OR RELAYS FOR ALL ELECTRICAL COOKING EQUIPMENT PROTECTED BY FIRE CONTROL SYSTEM PER CODE. 5. ELECTRICAL CONTRACTOR SHALL SUPPLY STARTER AND INTERCONNECT EXHAUST FAN CONTROLS WITH MAKE -UP AIR UNIT, AS REQUIRED BY CODE. 6. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL HEAT TAPE ON FREEZER DRAIN LINES AS REQUIRED. VERIFY LENGTH WITH REFRIGERATION CONTRACTOR. 7. ELECTRICAL CONTRACTOR SHALL INSTALL ALL ELECTRICAL COMPONENTS FOR WALK -IN REFRIGERATORS AND FREEZERS INCLUDING, BUT NOT LIMITED TO: LIGHTS, DOOR VENTS, AND INTERCONNECTIONS BETWEEN REMOTE COMPRESSORS AND INTERIOR MOUNTED EVAPORATOR COILS. ELECTRICIAN SHALL PROVIDE DISCONNECTS, MAGNETIC STARTERS AND THERMO - OVERLOAD PROTECTION FOR COMPRESSORS. B. ELECTRICAL CONTRACTOR SHALL SUPPLY POWER ON THE ROOF FOR THE EXHAUST SYSTEM FAN(S), MAKE -UP AIR FAN(S), AND REFRIGERATION SYSTEMS AS SPECIFIED. WIRING SHALL BE PROVIDED AND INSTALLED BY THE ELECTRICIAN TO CONTROL AND INTERCONNECT THE ABOVE SYSTEMS. 9. ELECTRICAL CONTRACTOR SHALL VERIFY REQUIREMENTS OF CASH REGISTERS, PRINTERS, COMPUTERS AND SOUND SYSTEM, SIGNAGE AND VIDEO UNITS INCLUDING CONDUIT RUNS, DEDICATED AND ISOLATED OUTLET REQUIREMENTS. 10. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL ELECTRICAL REQUIREMENTS INCLUDING OFFICE, MENU BOARD, LIGHTING, TELEPHONE, AND CONVENIENCE OUTLETS, ETC. Not for Electrical '10 0 4 - 2,-� 6) Permit FRAHLER ELECTRIC CO. 11860 S. W. Greenburg Road Tigard, Oregon 97223 Phone 503 - 639 -4627 Fax 503 - 639 -4673 ashington Cont, Lie.# FRAHLEC269QM agton Administrator Lie.# © Frahler Electric Co. These drawings are the property of Frothier Electric Co, and are not to be used or reproduced in any manner, without prior written permission. IOU /l I! d' 0 0j I \ I Cn I O U1 C) Ln oa N � , i'••4 r•Y••1 h• r•4 w PROJECT NAM ER: 62348 DATE: 8/14/04 SCE: 1/4„ = V E 5 0 1- --1 F - - -� I I I I I I I L- - -- -J 3 5 REMOTE CONDENSING UNITS Equipment Layout Scale: 1/4" = V -0" C 2 Q 0 Cl MJ T = ^O D N U d > E o 0 a m o `o . 0 D' U Oy N.L.. m y N N U o M C O N C d m N 2 N d E$ 2-0 U o 1Z C y N C O O m y a� O G 'p C E 2 E°- Q 'O N ..L.. C .8= O O y CO ^ N C O m T) L X N m C N N O a v N C E N N C O O_ m Y V U N o d N T R E C 3 y T 0-6 o m a° N J C E o m m o m W L C J U C 0 C m U C N N N O N _ C �Cp o (> O y O Y a) t E m a) a r0- O m O N C 3~ d C 0 O D> j U N C - 7° To E N °oc 'a a> > C iZ o o - C N m C m M L U» N C C - O O � N N .O m C . aai°t ywE mc�- Eo T� a y E no n � W 7 C C m o l0 C 2O O. C 0' N O a) C 0 v V C C m O V V O W 3 E o 0 m a" o m d o C o 3 m W m W 0v,16��ao" Ea) d NE 0. -N . -o5 >ao O) 7 wQ) C ` O C 0 a) a) m a o m m C C n$ o O y a o� N L 3 N N 0 U O o C m m C a m y N N C O m V O y3: 0 N N -T t L H« 31-r m t r-.l • rI J� O •� 1A� VJ rVr^/ VI Release Information Drawn By: DEH Date, 08/06/04 1 2 3 4 5 I SHEET NUMBER K1 I K4 Design Project Number G -502 General Notes 1. THE UTILITY KEQUIREMENT5 SHOWN ON THE5E PLAN5 ARE FOR FOOD 5EKVIGE EQUIPMENT 5UPPLIED DY THE KITCHEN EQUIPMENT CONTRACTOR. THESE PLAN5 ARE PREPARED AND FUKN15HED FOR THE PUKPO5E OF INDICATING EQUIPMENT REQVIREMENT5 ONLY AND DO NOT RELIEVE THE GENERAL CONTRACTOR, 5UD CONTRACTOR OR OTHER INVOLVED TKADE5 OF THE KE5PON51DILITY TO GON5ULT WITH THE ARCHITECT, ENGINEER, OWNER OR HI5 REPRESENTATIVE GONGEKNIN6 ALL OTHER KEQUIKEMENT5 OF THI5 DUILDIN6 OR EQUIPMENT THAT 15 EXI5TIN6 OR FURNISHED BY OTHEK5 2. IT 15 THE KE5PON51DILITY OF THE GENERAL CONTRACTOR TO IMMEDIATELY NOTIFY THE KITCHEN EQUIPMENT CONTRACTOR IN WRITING OF ANY CHANGE5 TO BUILDING THAT AFFECT EQUIPMENT PLACEMENT AND SIZES (I.E., WALL GHANGE5, WATER HEATER LOGATION5, ELECTRICAL PANELS, ETC). 3. ALL UTILITY KOU6H -IN5, FINAL GONNECTION5 AND HOOK -UP5 5HALL DE PROVIDED AND PERFORMED BY THE KE5PEGTIVE LIGEN5ED 5UD GONTKAGTOK5 IN COMPLIANCE WITH APPLICABLE NATIONAL AND LOCAL GODE5. 4. ALL ROUGH -IN5 5HOWN ON THE5E PLAN5 ARE 5UDJEGT TO GHAN6E AND VERIFICATION PENDING FINAL 5ELEGTION AND LOCATION OF ALL EQUIPMENT. 5. DIMEN51ON5 SHOWN ARE FROM FACE OF FIN15HED WALL OR FLOOR TO CENTERLINE OF ROUGH -IN, UNLE55 OTHEPW15E INDICATED. 6. THE GENERAL GONTKAGTOK 5HALL PROVIDE FLOOR, WALL, GEILIN6 AND ROOF PENETKATION5. INCLUDING TH05E REQUIRED FOR: MAKE -UP AIR AND GLA55 II EXHAU5T DUGT5 AND FIRE -RATED 5HAFT5 FOR GLA55 I EXHAUST DUGT5. THE GENERAL GONTKAGTOK 5HALL AL50 PROVIDE CONDUIT AND 5LEEVE5 FOR REFRIGERATION, 5YKUP, GAKDON DIOXIDE 6A5, BEER AND WINE LINES. CONDUIT SHALL BE GIRGULAK PVC, OR EQUAL WITH A DIAMETER A5 INDICATED ON PLANS AND WITH ALL DEND5 TO HAVE A MINIMUM KADIU5 OF TWENTY -FOUR INGHE5. 7. IT 5HALL BE THE KE5PON51DILITY OF THE GENERAL CONTRACTOR TO PROVIDE WEATHER PROTECTION FOR ALL ROOF AND WALL PENETRATION5 PRIOR TO AND DURING THE INSTALLATION OF THE KITCHEN EQUIPMENT t FUKNI5HI%5. B. WHERE EQUIPMENT PKODUGE5 N015E THAT MAY VIDRATE THROUGH WALL5 TO ANY PUDLIG AND /OR DINING AKEA5, THE 6ENEKAL CONTRACTOR 5HALL PROVIDE AND INSTALL ADEQUATE SOUND PROOFING IN WALL5. 9. 5E15MIC DRAGING INFORMATION, IF REQUIRED, 15 NOT INDICATED ON THE5E PLANS NOR 15 IT PROVIDED DY THE KITCHEN EQUIPMENT GONTKAGTOK UNLE55 OTFIEKW15E 5PEGIFIED HEREIN. � Electrical Notes 1, ALL ELECTRICAL ROUGH -IN WORK AND FINAL GONNECTION5 TO ALL FOOD 5EKVIGE AND RELATED EQUIPMENT A5 5HOWN ON THE KITCHEN EQUIPMENT GONTKAGTOR'5 PLANS TO DE PERFORMED DY THE ELECTRICAL CONTRACTOR PER NATIONAL AND LOCAL GODE5. 2. ALL ELECTRICAL MATERIAL5 INCLUDING WIRING, FLEX, CONDUIT, 5WITGHE5, D15GONNEGT5, MA6NETIG 5TAKTEK5, GONTAGTOR5, THERMAL OVERLOAD PKOTEGTOK5, 5HUNT TRIP DKEAKEK5, TKAN5FOKMEK5, ELECTRICAL PANELS, COKD5, PLUG5, ETC., SHALL DE 5UPPLIED DY THE ELECTRICAL C,ONTKAGTOK UNLE55 OTHERWISE 5PEGIFIED IN THE5E PLAN5. 3. ELECTRICAL CONTRACTOR 5HAL1- SUPPLY KITCHEN EQUIPMENT CONTRACTOR WITH ELECTRICAL PANELI51 51ZE AND LOCATION ALONG WITH AVAILABLE VOLTAGE AND PHA5E. 4. ELECTRICAL CONTRACTOR 5HALL FURNISH AND INSTALL 5HJNT TRIP BREAKERS, CONTACTORS, OR KELAY5 FOR ALL ELECTRICAL GOOKIN6 EQUIPMENT PROTECTED BY FIRE CONTROL SYSTEM PER CODE. 5. ELECTRICAL CONTRACTOR SHALL 5UPPLY 5TAKTEK AND INTERCONNECT EXHAU5T FAN CONTKOL5 WITH MAKE -UP AIR UNIT, A5 REQUIRED DY CODE. 6. ELECTRICAL CONTRACTOR 5HALL 5UPPLY AND IN5TALL HEAT TAPE ON FREEZER DRAIN LINE5 A5 REQUIRED. VERIFY LENGTH WITH REFRIGERATION CONTRACTOR. 7. ELECTRICAL CONTRACTOR 5HALL INSTALL ALL ELECTRICAL GOMPONENT5 FOR WALK -IN KEFKI6EKATOK5 AND FKEE7EK5 INCLUDING, DUT NOT LIMITED TO: LIGHT5, DOOR VENT5, AND INTERCONJEGTION5 DETWEEN REMOTE GOMPKE550R5 AND INTERIOR MOUNTED EVAPORATOR GOIL5. ELECTRICIAN 5HALL PROVIDE D15GONNEGT5, MAGNETIC 5TAKTER5 AND THEKMO- OVERLOAD PROTECTION FOR GOMPKE550R5. 6. ELECTRICAL CONTRACTOR 5HALL 5UPPLY POWER ON THE ROOF FOR THE EXHAU5T 5Y5TEM FANIS), MAKE -UP AIR FANI5), AND REFRIGERATION 5Y5TEM5 A5 5PEGIFIED. WIRING 5HALL DE PROVIDED AND IN5TALLED DY THE ELECTRICIAN TO CONTROL AND INTERCONNECT THE ADOVE 5Y5TEM5. 9. ELECTRICAL CONTRACTOR 5HALL VERIFY REQUIREMENTS OF GA5H KE515TEK5, PRINTERS, GOMPUTEK5 AND 50UND 5Y5TEM, 516NA&E AND VIDEO UNIT5 INCLUDING CONDUIT KUN5, DEDICATED AND 150LATED OUTLET KEQUIKEMENT5. 10. 5EE ARCHITECTURAL DRAWIN65 FOR ADDITIONAL ELECTRICAL KEQUIKEMENT5 INCLUDING OFFICE, MENU DOAKD, LIGHTING, TELEPHONE, AND CONVENIENCE OUTLET5, ETC. L. Mechanical Notes 1. WHERE HOOD EXHAUST AND 5UPPLY DUGT5, FAN5 AND SUPPLY AIR UNIT5 ARE NOT FUKNI5HED A5 PART OF THE KITCHEN EQUIPMENT, THE MECHANICAL GONTKAGTOK 5HALL FURNI5H AND IN5TALL IN AGGOKDANGE WITH APPLICABLE NATIONAL AND LOCAL GODE5 AND 5HALL COORDINATE AIR VOLUME KEQUIKEMENT5, DUCT 51ZE5 AND LOGATION5 WITH KITCHEN EQUIPMENT GONTKAGTOK. 2. WHERE ONLY THE EXHAUST DUCTWORK AND FAN5 ARE FUKN15HED DY THE KITCHEN EQUIPMENT CONTRACTOR, THE MECHANICAL CONTRACTOR 5HALL PROVIDE AND IN5TALL THE ENTIRE 5UPPLY AIR SYSTEM AND EN5UKE THAT 1007 OF THE AIR PULLED FROM THE 5PAGE 15 REPLACED. WHERE A PORTION OF SUPPLY AIR 15 PROVIDED DY THE KITCHEN EQUIPMENT CONTRACTOR, THE MECHANICAL GONTKAGTOK 5HALL PROVIDE THE REMAINDER A5 REQUIRED AND DALANGE THE COMPLETE 5Y5TEM. 3. ,WHERE DUCTWORK 15 SUPPLIED DY THE MECHANICAL CONTRACTOR, THE MECHANICAL CONTRACTOR 5HALL MAKE FINAL GONNECTION5 DETWEEN DUCTWORK AND HOOD DUCT GOLLAK5. 4. THE MECHANICAL CONTRACTOR 5HALL PERFORM FINAL AIR DALANGING TO THE DUILDING. -1 Plumbing Notes 1. ALL PLUMBING ROUGH -IN WORK AND FINAL GONNEGTION5 TO ALL FOOD 5ERVIGE AND RELATED EQUIPMENT A5 5HOWN ON THE KITCHEN EQUIPMENT GONTKAGTOK'5 PLAN5 TO DE PERFORMED DY THE PLUMDIN6 CONTRACTOR PER NATIONAL AND LOCAL GODE5. 2. ALL PLUMBING MATERIAL5 INCLUDING LINE 5TKAINEK5, VALVES, TKAP5, PKE55UKE KEGULATOK5, 51PHON DKEAKEK5, ETC. 5HALL DE 5UPPLIEO BY THE PLUMBING CONTRACTOR UNLE55 OTHERWISE 5PEGIFIED IN THE5E PLAN5. 3. PLUMDIN6 CONTRACTOR 5HALL FURNISH AND IN5TALL ALL DIRECT SINK WA5TE LINE5 AND ALL INDIRECT EQUIPMENT WA5TE LINE5 A5 5HOWN ON PLAN5 A5 PER LOCAL GODE5, INCLUDING TKAP5, TAIL PIEGE5, LINE 5TKAINEK5, AND WALK -IN GONDEN5ATE WA5TE LINE5, A5 REQUIRED. INDIRECT WASTE LINE ROUTING THROUGH GADINET5 5HALL DE IN A MANNER 50 A5 TO MAXIMIZE U5ADLE STORAGE 5PAGE. 4. PLUMBING CONTRACTOR SHALL FUKNI5H AND IN5TALL ALL GREASE TKAP5 OR INTEKGEPTOK5 A5 REQUIRED AND GOORDINATE 51ZE5 AND LOGATION5 WITH KITCHEN EQUIPMENT CONTRACTOR. FLOOR 51NK5 5HALL DE FUKN15HED AND IN5TALLE0 DY THE PLUMBING CONTRACTOR IN LOGATION5 SHOWN AND 5UPPLIED WITH 3/4 GRATE OR A5 5PEGIFIED. AREA DKAIN5, IF REQUIRED, SHALL BE VERIFIED WITH THE ARCHITECT. 5. KITCHEN EQUIPMENT GONTKAGTOK 5HALL FUKNI5H ALL FAUCET5 AND DRAIN A55EMDLIE5 FOR 51NK5 TO BE IN5TALLED DY THE PLUMDIN6 CONTRACTOR. 6. PLUMDIN6 GONTKAGTOK SHALL IN5ULATE ALL INDIRECT WASTE LINE5 FROM IGE DIN5 AND WALK -IN FKEEZEK5. 7. PLUMDINl6 CONTRACTOR 5HALL FURNISH AND INSTALL 5TAINLE55 5TEEL OR CHROME PLATED E5CUTGHEON PLATES FOR ALL WATER LINE5 PENETRATING COUNTER TOP5 AND DAGK 5PLA5HE5. 6. PLUMBER 5HALL FURNISH AND IN5TALL PKE55UKE REDUCING VALVE AT DI5HWA5HEK, GLA55 WA5HER, 5TEAMEK5 AND OTHER EQUIPMENT, A5 REQUIRED. 9. IT 5HALL DE THE KE5PON51DILITY OF THE PLUMBING CONTRACTOR TO FURNISH AND IN5TALL ALL WATER HEATER5 FOR THI5 PROJECT AND TO EN5UKE ADEQUATE WATER 5UPPLY FOR THE FOOD 5EKVIGE EQUIPMENT. WATER TEMPERATURE TO THE D15HWA5HEK 5HALL DE 140 DE6REE5. COORDINATE LOCATION OF WATER HEATER WITH KITCHEN EQUIPMENT CONTRACTOR. 10. PLUMBING CONTRACTOR 5HALL FURNISH AND IN5TALL ALL 6A5 SHUT -OFF VALVES FOR EACH PIECE OF EQUIPMENT WITH PERMANENT I.D. TAG5 A5 WELL A5 THE MAIN GA5 VALVEIS). III. KITCHEN EQUIPMENT CONTRACTOR 5HALL 5UPPLY THE MECHANICAL 6A5 5HUT -OFF VALVE FOR THE FIRE 5UPPKE5510N 5Y5TEM FOR IN5TALLATION BY THE PLUMBING CONTRACTOR. 12. PLUMBING GONTKACTOK 5HALL FURNISH AND INSTALL GA5 PKE55UKE KEDUGIN6 VALVE ON MAIN 6A5 LINE (MAXITKOL 325 -3 OR EQUAL) FOR STANDARD PKE55UKE TO THE GOOKING EQUIPMENT. IN ADDITION, PLUMBER SHALL FURNISH AND INSTALL ALL PKE55UKE REGULATORS AT HEAVY -DUTY KAN6E5 AND OTHER 5UCH APPLIANGE5 THAT DO NOT COME EQUIPPED WITH BUILT -IN KE6ULATOR5. 13. IT 5HALL BE THE KE5PON51DILITY OF THE PLUMBING CONTRACTOR TO FUKNI5H AND INSTALL WATER, GA5 AND DKAIN5 TO THE ROOF A5 REQUIRED DY THE EXHAU5T AND MAKE -UP AIR 5Y5TEM A5 5PEGIFIED ON THE5E PLANS. 14. PLUMBING CONTRACTOR 5HALL PROVIDE AND IN5TALL FIRE 5Y5TEM 5PKINKLEK FEA05 IN51DE OF WALK -IN GOOLEK5 AND FREEZERS WHEN REQUIRED BY LOCAL GODE5. SPRINKLER HEAD5 5HALL DE NON- FREEZING TYPE. 15. PLUMBING CONTRACTOR 5HALL TEST WATER SUPPLY TO THE DUILDIN6 AND INFORM OWNER AND KITCHEN EQUIPMENT GONTKAGTOK OF THE RESULTS. WHERE WATER FILTERS ARE FUKN15HEO FOR IGEMAKEK5, 5TEAMEK5 OK DEVEKA6E EQUIPMENT, PLUMBER 5HALL IN5TALL AND INTERCONNECT WATER LINE TO THE EQUIPMENT A5 5PEGIFIE0 HEREIN. • Equipment Notes • O MODEL , U = >w E .0 axi vE `o a 0 9 8� o= Sr —0 d m o �o Zoo $L• N yy W N E 0 W o c j C C d O N N E - Iwwww��Iwwwlwwl a� -Z 02 0a) 2.08 0� �l: __ d1.•oC Nd 000 mNCM 0. L O o y m O N w E o O (�0 w• d 16 — C C Q E C U m d 0 o m C 00 ow C d U C y y V w• C N Y N =gy�U O N y pp y C 2 O � � N N N m m n v L E O w 0 = d� O O N C 7 to '0 mom= w X.0 E 10-0 D > o C y C y M L O» y C N C - V y N v_ _. O W w E 6. N no ONE nno 2 warwWA7. T ©I��wwlpl O C O o '(OD z Y N = c m Em `o v o y 3 300 CL .. ]" ." ." I ' /•'i Imam W ri %/- o�lmwr�lmwl cym� �6 '9aa 0. 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E•••I O 0 a, Release Information Drawn By DEH Date: 08/06/04 1 2 3 4 5 SHEET NUMBER of K2 K4 Design Pr6ject Number G -502 -- ----- ---- --- --- - - --- --- ---- - -- -- I I! I I I 3 5 REMOTE CONDENSING UNITS db DUPLEX OUTLET IDGOI d) 51NGLE OUTLET ® FLOOR OUTLET LIGHT FIXTURE O JUNGTION DOX ® 5PEGIAL PLUG OO ELEG. STUD $ 5WITGH TO THERMOSTAT m 50LENOID O 120V GONVENIENGE OUTLET Electrical Rough -ins Scale: 1/4" = 1' -0" REMOTE CONDENSING UNITS Plumbing Rough -ins Scale: 1/4" = 1' -0" 0 FLOOR SINK ® FUNNEL FLK DRAIN SANITARY WASTE G HOT WATER .0 a GOLD WATER n W ()A5 GONNEGTION / FIELD CONNECTION Plumbing Rough -ins Scale: 1/4" = 1' -0" 0 w 5 T o U .0 a > W n W v E °CEO. `O8 o O c N O N N N L O 0 0 O C � NN n N E'S111 E m{ O o co `1 W � 0W c0c 8iN C,5 ° 82 W - E 2 m E 'at —� Q C .8 0 0 8.o8 0 0 U N N E2 '—w T O E O o0 CL w 0 N N N y V U 0 o e O C � E o T o O d—> a6 W 2 3 E0 EW p a 0 J] C N C U O C N N C�pp N 0 U C � U O j V 3 N W tea) m v�E O my.0 Hn o O U O R p U C 7 0 O N C � C 0 y 7 N 0 O p 0> U Y > O1 M 7 C N E °mv o c M C py U C M M N N� C O �m N L y r E mi C N p N 02 E E O j,.0 O. N W N C 0 y N `p jp O C/ 0_ y w > 0 C0O _ .0 {IJ N O C Y 0 N y C= C O W. O'O ?:co, > O N 3 W U U P 0. 0 O O A 0)� m N N N Co =7 o `p 3 T R N Mp C Zi N {{pp w r Y U V+ a N Z p E O w O. 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Q c r c o 0 s? � 0 o O N X N C C -6 D 9 N a w E C O N N r — L 00 w N w W C T O O O O O.O O) 3 r c C c� �0/c0> E0m C O) C > N O N U C w OW C C 8 O N U C N — m vLE m0�in �0 1COUN o� o 4ys � (D O'N �.0 mV- E °m-0 yy O C N L O N OCl �' D O O) a 'lp C Ol d N'L" _ '00 0 C N E5 T>-2 E a0 .0 a d fj `w 7 C N `0 O C 2 C > C 0 � -0 w 4) o -o O v c c m `0 v(D > w 3 E - ; o �C�0 arn= N 0 0 j a5 L 0 O) N O C O m _ Cd M.0 c `0 3 td nTid O e d� ay0e' -0c vE 00O°n>CL 0)2 ` c 5 d v w ma 0 m m' nr- C C p O N O E O O C C 3 '.8 LD 0 O O C l0 l0 C O. _ U N N N a d-, N O n' M O C O) N N w L d j O p O L L L H.L.. N3i 0U 3F I- m W) a —zo z O 0 uuz 10=4 1,,04 F-� W z w Nom, ;� U .� V) » C 10 p E . WI a a ai A s 9 eg W W Nn O 0 N w vv d% LL a q0 •` W N 70. 9 y. 40 X. N R NO M4 014-6 'd A rA rA H F 0 a Release Information Drawn By' DEH Date: 08/06/04 f 2 3 4 5 SHEET NUMBER of K4 K4 Design Project Number G -502 KITCHEN PLAN EXHAUST FAN LOREN COOK ACE -B 100C3B 615 CFM, 1/4 HP FPM. 1725 1 PH, 1151/5.3 AMPS WATER TIGHT CURB BY GENERAL CONTRACTOR. ROOF LINE II GA GALV. EXHAUST DUCT CEILING 18" CANOPY L EXHAUST __... �42 "� _ DISHWASHER FRONT ELEVATION a. GA S/S TYPE 11 VAPOR 615 CFM. 1. EXHAUST HOOD TO BE 18 GA. S/S ALL WELDED CONSTRUCTION. ALL JOINTS AND SEAMS TO BE GROUND SMOOTH. 2. EXHAUST DUCTS TO BE 16 GA. GALVANIZED OR 18 GA. S/S ALL WELDED GREASE TIGHT CONSTRUCTION AS PER UMC CODE. 3. TYPE I EXHAUST DUCT SHAFT TO BE 1 —HOUR RATED CONSTRUCTION, 3 1/2" STEEL STUDS WITH 5/8" TYPE —X GYPSUM BOARD ON INSIDE AND 6" AIR SPACE TO DUCT. TYPE I SHAFT TO EXTEND A MINIMUM OF 18" ABOVE TOP OF ROOF SURFACE. 4. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL PENETRATIONS, SHAFTS, AND RAIN SHIELDS AND SEAL WEATHER TIGHT. THIS ALSO INCLUDES ALL CURBS FOR MAKE —UP AIR PENETRATIONS. 5. EXHAUST DUCTS SHALL SLOPE TOWARD HOOD 1/4" PER 12" OF LINEAL RUN AND ACCESSIBLE DUCT CLEAN OUTS SHALL BE PROVIDED AS PER UMC AND LOCAL CODES. 6. TYPE I EXHAUST HOODS AND DUCTS TO HAVE A MINIMUM CLEARANCE FROM COMBUSTIBLE SURFACES OF AT LEAST 18 ", OR AS PER INTERNATIONAL MECHNICAL CODE. 7. TYPE I EXHAUST OUTLETS TO BE A MINIMUM OF 40" ABOVE TOP OF ROOF SURFACE AND 10' -0" FROM ANY BUILDING AIR INTAKE. 8. THE EXHAUST AND MAKE —UP AIR SYSTEMS SHALL BE CONNECTED BY AN ELECTRICAL INTERLOCKING SWITCH BY ELECTRICAL CONTRACTOR 9. EXHAUST HOOD GREASE FILTERS AND LIGHT FIXTURES TO BE U.L. LISTED. 10. CONSTRUCTION OF EXHAUST HOODS AND DUCTS TO CONFORM TO UMC CODE. 11. THE ELECTRICAL CONTRACTOR SHALL MAKE ALL APPLICABLE CONNECTIONS FOR PROPER OPERATION OF ALL SYSTEMS. 12. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION OF PENETRATIONS AND COORDINATE CRITICAL EXHAUST SYSTEM REQUIREMENTS WITH BARGREEN ELLIINGSON. 13. THE ELECTRICAL CONTRACTOR TO LOCATE ALL ELECTRICAL CONNECTIONS FOR EACH FAN MOTOR AT FAN ON ROOF. 14. ELECTRICIAN SHALL SUPPLY ALL THERMAL DISCONNECTS AND MAG STARTERS. GENERAL CONTRACTOR NOTE: CURB DIMENSION TO BE 17 -1/2' X 17 -1/2" X 6', O.D. R\ LINE DISHWASHER SIDE ELEVATION . 40" MIN 1/2" ALL THREAD FOR HANGING HOOD -L- 24 ATI BACK 18" AT FRONT L 6" min — 18` MIN VERIFY 3M SINGLE BARRIER15 WRAP MIN. 10' -0" CLEARANCE TO NEAREST BLDG. OBSTRUCTION PROPERTY LINE OR RETURN AIR UNIT. EXHAUST FAN LOREN COOK VCR- 18Dv6b 2940 CFM 3/4 HP 1/2 S.P. FPM 1725 RODF JACK I ROOF LINE CLEAN OUT W/ ACCESS, MIN 10' -0- 10" x 24" DUCT VERIFY BEFORE BUILDING ROOF LINE ENCLOSURE 126" 126" 18 GA S/S TYPE I CANOPY STYLE AIRTECH jCCSP50- 126 -18/24 GREASE VAPOR E(HAUST HOOD RANGE CANOPY , HOOD FRONT ELEVATION 6" min VENTED ROOF JACK 3/4" PT PLYWOOD 3" x 3" - 45' CANT EXHAUST DUCT 3M SINGLE BMRIER15 WRAP ROOF LINE DOUBLE TOP PLATE FRAMING W/ TOP MEMBER OF WOOD WHERE ALLOWABLE ( CHECK W/ CODES) FROM ON MIN. 10' -0' CLEARANCE TO NEAREST BLDG. OBSTRUCTION PROPERTY LINE OR RETURN AIR UNIT. 18' MIN. 3M SINGLE LAYEF BARRIER15 DUCT WRAP MAKE -UP AIR (BY OTHERS) CEILING ENCLOSURE ALL AROUND HOOD EXHAUST HOOD NOT LIGHTER THAN #18 GA. s/S WELDED LIQUID TIGHT CONST. 9' CEILING HEIGHT NOTE: FIRE SUPP. SYSTEM AND M.UA SYSTEM TO BE INSTALLED BY OTHERS. 12" 18" 78" GREASE PAN 54" — 22 GA. S/S WALL FLASHING. COOKING EQUIPMENT CANOPY HOOD SIDE ELEVATION EXHAUST DUCT TO BE 16 GA. LIQUID TIGHT WELDED CONST. 5/8' U.L. RATED GYPSUM BOARD PHILLIPS HD SHT METAL REWS O 20" O.0 VERTICALLY 24GA. MSG G.I. STUDS AIR SPACE TYPICAL U -510 ROOF CURB NOTE: SECTION NOTE: FIRE SUPPRESSION SYSTEM SHAFT TO BE BUILT TO BE INSTALLED BY OTHERS BY GENERAL CONTRACTOR. VENTED ROOF JACK CLEAN OUT W/ ACCESS, MIN 10' -0- 10" x 24' DUCT VERIFY BEFORE BUILDING AIR SPACE 1 HOUR RATED WALL METAL STUD W/ 5/B' SHEETROCK k STAINLESS STEEL WALL FLASHING 3M SINGLE BARRIER15 I WRAP 'j 17 5" e'0 VAPOR DUCT T_ 101D. 171.5" L /L •C • •�: • C 1 EXHAUST DUCT • : 1 111 1 DESCRIPTION: INSTALLATION OF tea. EXHAUST FAN, 1 LOT EXHAUST DUCTWORK, lea 126" 18 GA. S/S TYPE I CANOPY "DELFIELD" MOD. #Ccsp50- 126 -18/24 GREASE VAPOR EXHAUST HOOD -2975 CFM 1ea. 42 "x42 "x18" CUSTOM TYPE II VAPOR EXHAUST HOOD -615 CFM KITCHEN PLAN EXHAUST FAN LOREN COOK ACE —B 10DC3B 615 CFM, 1/4 HP FPM. 1725 1 PH, 115V/5.3 AMPS WATER TIGHT CURB BY GENERAL CONTRACTOR. ROOF LINE 11 GA GALV. EXHAUST DUCT CEILING 18" CAW L I EXHE 42 —�{ DISHWASHER FRONT ELEVATION GA. S/S TYPE II VAPOR — 615 CFM. I 1. EXHAUST HOOD TO BE 18 GA. S/S ALL WELDED CONSTRUCTION. ALL JOINTS AND SEAMS TO BE GROUND SMOOTH. 2. EXHAUST DUCTS TO BE 16 GA. GALVANIZED OR 18 GA. S/S ALL WELDED GREASE TIGHT CONSTRUCTION AS PER UMC CODE. 3. TYPE I EXHAUST DUCT SHAFT TO BE 1 —HOUR RATED CONSTRUCTION, 3 1/2" STEEL STUDS WITH 5/8" TYPE —X GYPSUM BOARD ON INSIDE AND 6" AIR SPACE TO DUCT. TYPE I SHAFT TO EXTEND A MINIMUM OF 18" ABOVE TOP OF ROOF SURFACE. 4. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL PENETRATIONS, SHAFTS, AND RAIN SHIELDS AND SEAL WEATHER TIGHT. THIS ALSO INCLUDES ALL CURBS FOR MAKE —UP AIR PENETRATIONS, 5. EXHAUST DUCTS SHALL SLOPE TOWARD HOOD 1/4" PER 12" OF LINEAL RUN AND ACCESSIBLE DUCT CLEAN OUTS SHALL BE PROVIDED AS PER UMC AND LOCAL CODES. 6. TYPE I EXHAUST HOODS AND DUCTS TO HAVE A MINIMUM CLEARANCE FROM COMBUSTIBLE SURFACES OF AT LEAST 18 ", OR AS PER INTERNATIONAL MECHNICAL CODE. 7. TYPE I EXHAUST OUTLETS TO BE A MINIMUM OF 40" ABOVE TOP OF ROOF SURFACE AND 10' -0" FROM ANY BUILDING AIR INTAKE. 8. THE EXHAUST AND MAKE —UP AIR SYSTEMS SHALL BE CONNECTED BY AN ELECTRICAL INTERLOCKING SWITCH BY ELECTRICAL CONTRACTOR 9. EXHAUST HOOD GREASE FILTERS AND LIGHT FIXTURES TO BE U.L. LISTED. 10. CONSTRUCTION OF EXHAUST HOODS AND DUCTS TO CONFORM TO UMC CODE. 11. THE ELECTRICAL CONTRACTOR SHALL MAKE ALL APPLICABLE CONNECTIONS FOR PROPER OPERATION OF ALL SYSTEMS. 12. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION OF PENETRATIONS AND COORDINATE CRITICAL EXHAUST SYSTEM REQUIREMENTS WITH BARGREEN ELLIINGSON. 13. THE ELECTRICAL CONTRACTOR TO LOCATE ALL ELECTRICAL CONNECTIONS FOR EACH FAN MOTOR AT FAN ON ROOF. 14. ELECTRICIAN SHALL SUPPLY ALL THERMAL DISCONNECTS AND MAG STARTERS. GENERAL CONTRACTOR NOTE - CURB DIMENSION TO BE 17 -1/2° X 17 -1/2' X 6', OD R \QNE DISHWASHER -SIDE ELEVATION MIN 10' -0" CLEARANCE TO NEAREST BLDG. OBSTRUCTION PROPERTY LINE OR RETURN AIR UNIT. 40" MIN 18" MIN EXHAUST FAN LOREN COOK VCR- 1BOv6b 2940 CFM 3/4 HP 1/2 S.P. FPM. 1725 ROOF JACK I ROOF LINE CLEAN OUT W/ ACCESS, MIN 10' -0' VERIFY VENTED ROOF JACK 3/4" PT PLYWOOD 3" x 3' — 45' CANT EXHAUST DUCT 3M SINGLE BARRIER15 WRAP DOUBLE TOP PLATE FRAMING W/ TOP MEMBER OF WOOD WHERE ALLOWABLE ( CHECK W/ CODES) CONTINUOUS MEMBRANE FLASHING FROM TOP OF CURB TO BASE CANT STRIP ON ROOF — SEAL INTO ROOF MEMBRANE MIN. 10' -0' CLEARANCE TO NEAREST BLDG. OBSTRUCTION PROPERTY LINE DR RETURN AIR UNIT. 1=� j 18" MIN. 3M SINGLE LAYEI BARRIER15 DUCT WRAP 3M SINGLE LAYER) I2 VERIFY BEFORE BUILDING BARRIER15 DUCT �1i1'' MAKE —UP NR WRAP 10' x 24' DUCT (B, OTHERS) ROOF LINE 1/2" ALL THREAD CEIUNG ENCLOSURE FOR HANGING HOOD 24 AT BACK 126" 1 18 Gk S/S TYPE I CANOPY 18° AT FRONT STYLE AI RTE TECH /CCSP50- 126 -18/24 IGREASE VAPOR EXHAUST HOOD 6" min 6" min O RANGE 9' COLINII 0 0 0 O 00 00000 CANOPY HOOD FRONT ELEVATION ROOF LINE CEILING ENCLOSURE ALL AROUND HOOD EXHAUST HOOD NOT LIGHTER THAN }18 GA. S/S WELDED LIQUID TIGHT CONST. HEIGHT NOTE. FIRE SUPP. SYSTEM AND M.U.A. SYSTEM TO BE INSTALLED BY OTHERS. 1 12" 18" 78" DUCT TO BE QUID TIGHT ONST. 5/8" U L. RATED GYPSUM BOARD B PHILLIPS HD. SHT METAL. CREWS O 20° O.C. VERTICALLY 24M MSG G.I. STUDS �p_Cx_p 1 I ONE B07i SIDES O 8'O.C. D Ul24• 45L RIBS- 2 OR 3 LAYERS 1/2- OR 5/ __� 6' W. U.L RATED GYPSUM BOARD NR SPACE MIN. ADHERED TOGETHER W/ CASEIN TYPE GLUE TYPICAL U -510 ROOF CURB SECTION NOTE: NOTE: FIRE SUPPRESSION SYSTEM SHAFT TO BE BUILT TO BE INSTALLED BY OTHERS BY GENERAL CONTRACTOR. CLEAN OUT W/ ACCESS, MIN 10' -0" x 24' DUCT FY BEFORE BUILDING �I GREASE — 1 PAN 6' AIR SPACE 54° 22 GA S/S WALL FLASHING. EQUIPIMENT METAL OC ETR & STAINLESS CANOPY HOOD SIDE ELEVATION 3M SINGLE BARRIER15 WRAP 1 17.5" e'• VAPOR DUCT 101 D. 17.5" L 10' I.D. SECTION THRU DISHWASHER DUCT EXHAUST DUCT • ••. . DESCRIPTION: INSTALLATION OF: 2ea. EXHAUST FAN, 1 LOT EXHAUST DUCTWORK, lea 126" 18 GA. S/S TYPE I CANOPY "DELFIELD" MOD. #Ccsp50- 126 -18/24 GREASE VAPOR EXHAUST HOOD -2975 CFM lea. 42 "x42 "08" CUSTOM TYPE II VAPOR EXHAUST HOOD -615 CFM ul a 4 ®2 ='(; A OCT 2 0 2004 Of PORT TOWNSENO _�--�N AcuTrus.s 6EAM LEGEND D5 -X -- 1.75" X q.5" X x FT 45E LVL WINFIELD OFFICE 9455 Haldane Rd. Ke %wna, 6G Ph. 766 -3331 Fx, 766 -5539 136 -X -- 1,75" X 11,675" X x FT - 1.6E LVL 67 -X -- 3,5" X q,5" X x FT - 1,6E LVL 68 -X -- 3,5" X 11,875" X x FT - 1,6E LVL 6q -X -- 3.5" X q5" X x FT - 1,qE LVL 610 -X -- 35' X 11,675" X x FT - 1.qE LVL 811 -X -- 5,25" X 11,875" X x FT - 1AE LVL 612 -X -- 5.25 "X16 "XxFT- 1AELVL 613 -X -- 5,25" X 16" X x FT - 2,0E LVL 614 -X -- 5.125" X 75" X x FT - 24F GL 6EAM 615 -X -- 5,125 "X 105" X x FT - 24F GL 6EAM 616 -X -- 5,125 "X15 1.75" X "XxFT J4 -- -24F6L 6EAM 617 -X -- 5,125" X 24" X x FT - 24F GL 6EAM 618 -X -- 6,75" X 21" X x FT - 24F GL BEAM 61q- X - -3,5 "X14 "XxFT- 1AELVL 623 -X -- 7" X 11,675" X xFT - 2,0E LVL N FLOOR DESIGNED NJH1 DESIGN LOADS Livelood : 40 p-f re-. Note -: Lt Jd load: 100 p -f corridor / -hair- /common area- Point lV i "IV UII1UVUUIVU ,,u„� v,i�. De,,d load : 20 p-f Thi- floor -y-tom complie- with working -tre-- de -ign. De0cr,tion: L/480 NOTE. ihiy layout ly for reference ony P lease refer to each individual product drawing BEFORE IN57-ALLA7-10N for bearing requirements, multiple ply's, bracing, J015T LEGEND J5 -- NJH12 Cd 16 "O,G. 40,20 P5F J56 -- N,"1112 4 12 "O.G. 100,20 P5F J6 -- 2 PLY NJH12 0 1q.2" O.G. 100,20 P5F (2 5PAN) J8A -- NJH12 (a 12110.G, 100,20 P5F (2 5PAN) BLOCKING LEGEND IT 6L1 -- 1 -6 -14 -- NJH12 6L2 -- 048 -14 -- NJH12 DO -- 1 -0-6 -- 1.75" X 11.875" 6L4 -- 1 6 -- NJH12 6L5 -- 1 -4 -q -- NJH12 6L6 -- 1 -0 -1 -- 1,75" X 11.675" 6L7 -- 1 -5 -1 -- 1,75" X 11.675" 6L8 - 0 -q'-6 -- 1,75" X 11,675" M -- 1 -10 -14 -- NJH12 STAIRWELL MATERIAL LI5T 2.5" X 11.875" NJH12 -- I -JO15T 14' - -2P05 10'- -13FC5 6' - -18 FG5 NJH12 BLOCKING DU -- 1 -6 -14 -- 8 FG5 B6 -- 1,75" X 11,675" 1.6E LVL -- 131 LN, FT CORRIDOR MATERIAL L15T 2.5" X q.5" NJH10 -- I -JOIST 14' - -12 FG5 12'- -16PG5 10' - -1q FG5 8'-- 123FC5 85 -3 -- J1 -- NJH10 C0) 24 "0,G, 100,20 P5F -- 1.6E LVL -- 1 REQ'D J2 -- NJH10 (0) 16 "O.G. 100,20 P5F q.5" X 7' 1.6E LVL -- 0 -- NJH10 C0) 12 "O.G. 100,20 P5F 1.75" X q.5" X 8' J4 -- NJH12 (0) 24 "O,G. 40,20 P5F 87 -8 -- 35" X J4A -- NJH12 C0) 1q,2 "O.C, 40, 20 P5F 3 REQV B7 -q -- J46 -- NJH12 C0) 16 "O,G, 100,20 P5F REQV J4G -- NJH12 (a 24"O.G, 100,20 P5F �I J0 -- NJH12 Ca R211O.G. 40, 20 P5F (2 5PAN) III J4E -- NJ:�12 Ca 12110.G. 40,20 P5F (2 5PAN) &J4F -- NJH12 0 2411O.G. 40,20 P5F (2 5PAN) ZiJ46 -- NJH12 Ca 24 "O,G, 40,20 P5F (2 5PAN) &J4H -- NJH12 Ca 24110L. 40,20 P5F (3 5PAN) ° &J4I -- NJHI2 (a 24 "O.C. 40, 20 P5F (2 5PAN) J5 -- NJH12 Cd 16 "O,G. 40,20 P5F J56 -- N,"1112 4 12 "O.G. 100,20 P5F J6 -- 2 PLY NJH12 0 1q.2" O.G. 100,20 P5F (2 5PAN) J8A -- NJH12 (a 12110.G, 100,20 P5F (2 5PAN) BLOCKING LEGEND IT 6L1 -- 1 -6 -14 -- NJH12 6L2 -- 048 -14 -- NJH12 DO -- 1 -0-6 -- 1.75" X 11.875" 6L4 -- 1 6 -- NJH12 6L5 -- 1 -4 -q -- NJH12 6L6 -- 1 -0 -1 -- 1,75" X 11.675" 6L7 -- 1 -5 -1 -- 1,75" X 11.675" 6L8 - 0 -q'-6 -- 1,75" X 11,675" M -- 1 -10 -14 -- NJH12 STAIRWELL MATERIAL LI5T 2.5" X 11.875" NJH12 -- I -JO15T 14' - -2P05 10'- -13FC5 6' - -18 FG5 NJH12 BLOCKING DU -- 1 -6 -14 -- 8 FG5 B6 -- 1,75" X 11,675" 1.6E LVL -- 131 LN, FT CORRIDOR MATERIAL L15T 2.5" X q.5" NJH10 -- I -JOIST 14' - -12 FG5 12'- -16PG5 10' - -1q FG5 8'-- 123FC5 85 -3 -- 1.75" `x q.5" X 3' -- 1.6E LVL -- 1 REQ'D 135 -7 -- 1,75" ;: q.5" X 7' 1.6E LVL -- 1 REQV 85 -6 -- 1.75" X q.5" X 8' 1.6E LVL -- 1 REQV 87 -8 -- 35" X C15' X 8' 1.6E LVL -- 3 REQV B7 -q -- 3,5" X q.5" X al' 1.6E LVL -- 1 REQV © REV. FED. 10/05 — ENGINEERED 4015T RUN FLOOR A135EMDLEY: Geiling Type: None 5ubfloor: 3/4" TEG 05D nailed E glued MADDOX CONSTRUCTION, I_t_C C'ONTI(AC 01Z RHVIF.W REVIEWED REVIEWED WITH COMMENTS REVIEWED - RESUBMIT kE \'JBVHD FOR GENFI:.gL CONFORMANCE tVl'fil DUFi ttACT ! {EQUIRHMEN'fS CON'TR'A. OWS REVIEW VIIN N( ?'1 RELIEVE SLIBCONTRACi'OR nhpN01( VT:NDOR OP HIS RFSPONSWILIT'Y FOR DINIHNSIONS, �1lADiTtTIES. ACCURACI' OR COMPLEI'ENF,4S OF'C[115 St�8611TT•aL OR FROM ANY RESPONMI311AII ItE 4t1!<1.D BY FHE TL•RhAS AND CONDITIONS of; Ills CCJFJT'R ;t'T /Pt11WI -IASF ORDER WITH: MADDOX CONSTRUCTION, LLC 3 DAI E REVIFWLBy BY ❑ �aaaovm tvaNtett As caummm Oagect� 13REVIM Amp, suanrtr Ositew psaw rant This review was performed only for general conformance with the design concept of the project and general compliance with the Information &an in rho Contract Documents. Modifications Or Comments made on the shop drawings during this review do not relieve contractor from compliance with the requirements of the plans and Specifications. Appro+rai of a specific item does not Include approval of the assembly of which the item is a component. Contractor is responsible for: (0171911310113; to be confirmed and correlated at the jobslie; info rnefion that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coordination of the work of all trades; and for performing an work in a safe and satisfactory manner, BMr;P E.ngirreera, tne. Dabe3 q 0, , ms- --is_____ HANGFF /_ Fri FND ITT3q.5 = 2q3 ITT311.88 = 30 5UR /L310 = 14R/7L 81411.88 -2 = LU55,123 = MIT314 = T314 -2 = ITT411.66 = MIT311.88 -2 = F = TLO50006 xAnf: 2ND FLOOR J0I5T LAYOUT BLOGK A veajEcr: 5EAFORT LANDING RET. 4 AL COMM. LOCAr_zanr: FORT TOWN5END, WASH. _ DRAWN BY: TLD DATE: JAN. 1q /05 lift �r��t WINFIELD OFFICE ■,I 9455 Haldane Rd Kelowna, B.G. 1 N D U S T R I E S Fh. 766 -3331 Fx. 766 -5539 BEAM LEGEND 135 -X -- 1.75" X q.5" X x FT 45E LVL D6 -X -- 1.75 "X11.875 "XxFT- 1.6ELVL D7- X-- 3.5 "Xq51X xFT- 1.6ELVL DS -X -- 3.5" X 11.875" X x FT - 1.6E LVL Dq- X-- 3.5 "Xq.5 "XxFT- 1,gELVL D10 -X -- IT X 11.875" X x FT - 1.qE LVL D11 -X -- 5.25" X 11.875" X x FT - 1.qE LVL D12 -X -- 5.25 "X16 "XxFT- 1.gELVL D13 -X -- 5.25 "X18 "XxFT- 2.OELVL D14 -X -- 5.125 "X75"XxFT -24F6L DEAM D15 -X -- 5.125 "X 105" X x FT - 24F GL DEAM D16 -X -- 5.125" X 15" X x FT - 24F GL DEAM D17 -X -- 5.125" X 24" X x FT - 24F GL DEAM D18 -X -- 6.75" X 21" X x FT - 24F GL BEAM D1q- X - -3.5 "X14 "XxFT- 1AELVL D23 -X -- 7" X 11.875" X xFT - 2.0E LVL DESIGN LOAD5 0 a FLOOR DESIGNED NJH1 Liu e load : 40 p5f re5. Notes: 1,;v e load: 100 p5f corridor /stairs /Gommon areas Point loaa5 are umactored reactions. Dasad load : 20 p5f This floor 5y5tem complies with working stress design. Deflection: L /460 NOTE.- ihis layout AS for reference only. F /ease refer to each individual product drawing BEFORE 1N57ALLA T10N for bearing requirements, multiple ply's, bracing, J0I5T LEGEND DL1 -- J1 -- NJH10 Cd 24 "O.G. 100,20 P5F DL2 -- J2 -- NJH10 (60 16 "O.G. 100,20 P5F TO Wff DO -- J3 -- NJH10 C0) 12 "O.G. 100,20 P5F DL4 -- J4 -- NJH12 (0) 24 "O.G. 40,20 P5F TO %91 DL5 -- J4A -- NJH12 (0) 1q.2 "0.G. 40, 20 P5F S DL6 -- o J0 -- NJH12 C0) 16 "O.G. 100,20 P5F DL7 -- J4G -- NJH12 0 24 "O.G. 100,20 P5F DL8 - © J4D -- NJH12 (0) 1q.2" O.G. 40,20 P5F (2 5PAN) 0 As J4E -- NJH12 Ca 12110.G. 40,20 P5F (2 5PAN) © J4F -- NJH12 4 24 "O.G. 40,20 P5F (2 5PAN) ® J46 -- NJH12 (a 24110.G, 40,20 P5F (2 5PAN) A J4H -- NJH12 0 24110.G. 40,20 P5F (3 5PAN) 0 Q J4I -- NJH12 9 24110.G. 40,20 P5F (2 5PAN) J5 -- NJH12 (a 16 "O.G. 40,20 P5F M -- NJH12 Cd 12 "O.G. 100,20 P5F DLOGKING LEGEND DL1 -- 1 -8 -14 -- NJH12 DL2 -- 0 -8 -14 -- NJH12 TO Wff DO -- 1 -q -6 -- 1.75" X 11.875" DL4 -- 1 -q -6 -- NJH12 TO %91 DL5 -- 1 -4 -q -- NJH12 S DL6 -- 1 -0 -1 -- 1.75" X 11.675" DL7 -- 1 -5 -1 -- 1.75" X 11.875" DL8 - 0- c -6 -- 1.75" X 111375" DLq -- 1 -10 -14 -- NJH12 5TAIRWELI- MATERIAL LI5T 2.5" X 111375" NJH12 -- I - JOIST 14' - -2PG5 10' -- 13 PG5 6' - -16 PG5 NJH12 DLOGKING D0 -- 1 -6 -14 -- S PG5 156 -- 1.75" X 11.575" 1.6E LVL -- 131 LN. FT. CORRIDOR MATERIAL LIST 2.5" X C15" NJH10 -- I -JOIST 14' - -12 PG5 12' -- 16 PG5 10' -- 1q PG5 5' -- 123 PG5 155 -3 -- 1.75" X q.5" X 3' -- 1.6E LVL -- 1 REQ'D 155 -7 -- 1,75" X q.5" X 7' 1.6E LVL -- 1 REQ'D 65 -6 -- 1.75" X q.5" X 5' 1.6E LVL -- 1 REQ'D 157 -6 -- 3.5" X q.5" X 6' 1.6E LVL -- 3 REQ'D 137 -q -- 3.5" X C15' X Cl' 1.6E LVL -- 1 REQ'D © REV. FED. 10/05 - ENGINEERED JOIST RUNS FLOOR A55EM13LEY: Geiling Type: None 5ubfloor: 3/4" TEG 051) nailed � glued PANGF,P l FGF ID ITT3q.5 = 293 ITT311,66 = 30 5UR /1-310 = 14R/7L 61411.88 -2 = LU55.123 = MIT314 = MIT314 -2 = ITT411.66 = -- MIT311,65 -2 = FA1 = TL050006 I 1 PLAN. 3R9 FLOOR J015T LAYOUT 6LOGK A Paasrer.• 5EAPORT LANDING RET. $ AL COW, LocArrov. PORT TOWN5END, WASH. I DRAWN BY: rLD DATE: JAN. 1q /05 I MMm20 ►W.-- AcuTrus.� REAM LEGEND D5 -X -- 1.75" X q.5" X D6 -X -- 1.75" X 11.875" D7 -X -- 3.5" X q.5" X 88 -X -- 3.5" X 11.875" Dq -X -- 3.5" X q.5" X 810 -X -- IT X 11.875 811 -X -- 5,25" X 11.87E D12 -X -- 5.25" X 16" x 813 -X -- 5.25" X 18" D14 -X -- 5.125" X 7.5" D15 -X -- 5.125 "X 10.5 D16 -X -- 5.125" X 15" D17 -X -- 5.125" X 24' 818 -X -- 6.75" X 21" ? D1q -X -- 35" X 14" X D23 -X -- 7" X 11.875" NOTE.• This layout is for reference only. Please refer to each individual product drawing BEFORE INSTALLA t10N for bearing requirements, multiple ply's bracing, stC. NIVRELD OFFICE I 92 -e -0 ESIGN LOADS Live load: 40 psf res. are load: 100 psf corridor /Stairs Notes: Dead load : 20 p5f Point loads are unfactored reactions. Peflection: L/460 This floor system compiler with working Stress design. f,L00R A55EMBLEY: Ceiling Type: _None 5ubfloor: 3/4" T$G 05D nailed E glued .W 0 4 U 0 b-il t li 0-1-11 0-ill 0 b ll 0 -b -ii ' F 0-i- it FLOOR DESIGNED NJH12 0 247O.C. UNO DLOGK G JD 24110.G. 100,20 F5F a 16 "O.G. 100,20 F5F A 12 "O.G. 100,20 F5F 124 "O.G. 40,20 F5F ' Ca 1q.2 "O.G. 40, 20 F5F (a 16 "O.G. 100,20 F5F (a 24 "O.G. 100,20 F5F Cd 1q.2 "O.G. 40,20 F5F (2 5FAN) (a 12 "O.G. 40,20 F5F (2 5FAN) (a 24 "O.G. 40,20 F5F (2 5FAN) A 16 "O.G. 40,20 F5F '(P 12 "O.G. 100,20 F5F NJH12 0 1q.2" O,G. 100,20 F5F (2 5FAN) (d 12110.G. 100,20 F5F (2 5FAN) =LEND -- NJH12 4 -- NJH12 -- 1.75" X 11.875" -- NJH12 I -- NJH12 -- 1.75" X 11.875" -- 1.75" X 11,675" -- 1.75" X 11.875" 14 -- NJH12 A REVISED M.10 /05 - ENGINEERED 4015T RUN WINFICL0 OFFICE 9455Haldame Rd. Kelowna B.G. I N D U S T R I E S Ah 766 -3331 Fx 766 -5539 REAM LEGEND D5 -X -- 1.75" X q.5" X x FT 45E LVL D6 -X -- 1.75" X 11.875" X x FT - 1.6E LVL D7 -X -- 35" X q5" X x FT - 1.6E LVL DS- X - -3.5 "X11.875 "XxFT- 1.6ELVL Dq- X-- 3.5 "Xq.5 "XxFT- 1.gELVL 810 -X -- 35" X 11.875" X x FT - 1.qE LVL 1511 -X -- 5.25 "X11.875 "XxFT- 1.gELVL D12 -X -- 5.25 "X16 "XxFT- 1.gELVL D13 -X -- 5.25 "X16 "XxFT- 2.OELVL D14 -X -- 5.125" X 7.5" X x FT - 24F GL REAM D15 -X -- 5.125 "X10.5 "XxFT - 24F6LDEAM D16 -X -- 5.125" X 15" X x FT - 24F GL REAM 1517 -X -- 5.125" X 24" X x FT - 24F GL BEAM D18 -X -- 6.75 "X21 "XxFT- 24FGLDEAM D1q- X - -3.5 "X14 "XxFT- 1AELVL D23 -X -- 7" X 11.875" X xFT - 2.0E LVL E5IGN LOADS L ive load : 40 p-,f re-,, Li re load: 100 p-,f corridor /stairs Note-,: 0 cad load : 20 psf Point load-, are unfactored reaction-,. Deflection: L/460 Thi-, floor -,ystem complie-, with working -,trey-, design. J0I5T LEGEND J1 -- NJH10 Ca 24 "O.G. 100,20 P5F J2 -- NJH10 Ca 16 "O.G, 100,20 P5F J3 -- NJH10 (a 12 "O.G. 100,20 P5F J4 -- NJH12 (d 24 "O.G. 40,20 P5F J4A -- NJH12 Ca 1q.2 "O.G. 40, 20 P5F J0 -- NJH12 0 16 "O.G. 100,20 P5F J4G -- NJH12 (a 24 "O.G. 100,20 P5F © J4F -- NdH12 (a 24 "O.G. 40,20 P5F (2 5PAN) J5 -- NJH12 0 16 "O.G. 40,20 P5F J5D -- NJH12 (a 12 "O,G. 100,20 P5F Jq -- 2 PLY J5I40 Ca 1q.2" O.G. 100,20 P5F JqA -- Jr 140 (a 16" O.G. 100,20 P5F JqG -- 6140 Ca 12" O.G. 100,20 P5F JqD -- 2 PLY J5I40 Ca 12 "O.G. 50,20 P5F + 50 P5F PARTIAL DLOGKING LEGEND DL1 -- 1 -6 -14 -- NJH12 DL2 -- 0 -8 -14 -- NJH12 DL3 -- 1 -q -6 -- 1.75" X 11.675" DL4 -- 1 -q -6 -- NJH12 DL5 -- 1 -4 -q -- NJH12 DL6 -- 1 -0 -1 -- 1.75" X 11.675" DU -- 1-5 -1 -- 1.75" X 11.875" DI-6 - 0 -q -6 -- 1.75" X 11.875" DLq -- 1 -10 -14 -- NJH12 NOTE. This layout i5 for reference only Please refer to each indWidual Product drawing OEFOff (WALLA r10N for bearing requirements, multiple ply's bracing, etc. h MATERIAL LI5T FOR GORRIDOR /5TAIRWELL5 2.5" X q.5" NJH10 -- I -JOI5T 14' - -6PG5 12' -- 56 PG5 10' -- 103 PG5 8' -- 82 PG5 4' - -2PG5 25" X 11.875" NJH12 -- I- JJ0I5T 10' - -15 PG5 6' -- 20 PG5 NJH12 DLOGKING DL1 -- 1 -8 -14 -- 3 PG5 DL4 -- 1 -q -6 -- 3 PG5 D6 -- 1.75" X 11.875" 1.6E LVL -- 38 LN. FT. 810 -6 -- 1 REQ'D D10 -7 -- 1 REQ'D FLOOR A55EMDLEY: Galling Type. ' Noge %%room' 314" TEG 055 nailed E glued V ' V 1` 0-£-U %la O-b-ZI O1 0-b-Z[ pl` 0-£-Il 31 I 0-£-U O-b-ZI O-b-ZI 0-£il FLOOR DESIGNED NJH12 0 24 °O.C. UNO DLOGK G FLOOR DESIGNED NJN120240.0. ONO © REV. fED.10105 - ENWNEERED JOIST RUN TLO50012 PLAN, 3RD FLOOR J0I5T LAYOUT - DLOGK G PRO,Ecr.• SEAPORT LANDING RET, 8 AL COMM. we4Txom PORT TOWN5END, WASH. DRAWN BY: no DATE: JAN, 11/05 tz 1 VEU MAR 01 2005 FgOGP ENGINEERS, WG- i f i i i r r v v NEW WATERLINE AND \ J ROU61-15EED RE5TORATION W I I I. G ED 1 1 WRC-c ® m 10 I I• I I 89'06'34 3 2 CFP . DLY B C DECK V I V V II v v • • ' •' 1 WRC -b' 10 - I WRCM� • • - - - EDGE OF'H #2 --------- EX. PAVEMENT ' • ��`� ® ® 7 • 1 *WRC-U • G ® 13 ° -------- • 1 WRC -a 1 WRC -b I WRC-c 1 WRC -b \ 1 WRC -b 1 WRC-a • 13 •13 ' MH #3O ROCKS 1 WRC -b • i ® •1 1 WRC • 2 ' ' ® S 89'06'34" E 200.21 ' 1 WRC-c - — — — -- - - -- -- - -- - -- -- - - - -- .. *1 WRC-c * • 1 wRC -b * 2 WRC -c FOR REPLACEMENT SAL --LAWN-, ® I I 13 OF 2 EXISTING TREES ON FENCE �LAWN :1 I I 4 2 KD TA l—� N L•' . 3 LLAWNI A" ;. 1 CFP • 3 tS 86' 0" 2 ASH 6 VINYL FENCE 240 1 6' VINYL (FENCE PROPANE TANKS i I '-PACHI F2-I\ W o) O O Z HSTA 70G, DLY C DLY A i 3 RHPJM r ; i i 5EGA I 7 OG 20 .21' 5UILDIN5 Z co • .{ I LIMIT' 'I 0 1 HC Of WORK • AR ( I PACH i I 20' ' 40 ! f 13 8 FFP i Cn • 1 WRC - i DEDI GATED LAND (0 I I 1 WRC -b i .11-1 I 1 WRC -a i BOLLARDS (SYMBOL TYP i �• 0 0 LIMIT OF WORK 0 ' Z� EXISTING ROCKERYR GENERAL CONTRTOR: GRAVEL -� ' / \ \ 3' MAX. HEIGHT WIT II ON -S E RO �i l (` ! 00 LLJ 3 WRC-c 13 �� EDGE OF IMIIT OF WORK ; / :• . BUFFER 0 / • . \ S 0U� _ T l .....�.� •STS`` ►�i� i ,��Ii ��I DLY B C() FENCE PER ARCHITECT ii1L ' SWALE l�i • • ' • SWALE • 3 ASH N • o0 SAL 5 • 00 12 NB, 13 D D Ld • • O + • 5 FFP O .vf . Z IV 89'06'34 3 2 CFP . DLY B C DECK V I V V II v v • • ' •' 1 WRC -b' 10 - I WRCM� • • - - - EDGE OF'H #2 --------- EX. PAVEMENT ' • ��`� ® ® 7 • 1 *WRC-U • G ® 13 ° -------- • 1 WRC -a 1 WRC -b I WRC-c 1 WRC -b \ 1 WRC -b 1 WRC-a • 13 •13 ' MH #3O ROCKS 1 WRC -b • i ® •1 1 WRC • 2 ' ' ® S 89'06'34" E 200.21 ' 1 WRC-c - — — — -- - - -- -- - -- - -- -- - - - -- .. *1 WRC-c * • 1 wRC -b * 2 WRC -c FOR REPLACEMENT SAL --LAWN-, ® I I 13 OF 2 EXISTING TREES ON FENCE �LAWN :1 I I 4 2 KD TA l—� N L•' . 3 LLAWNI A" ;. 1 CFP • 3 tS 86' 0" 2 ASH 6 VINYL FENCE 240 1 6' VINYL (FENCE PROPANE TANKS i I '-PACHI F2-I\ W o) O O Z HSTA 70G, DLY C DLY A i 3 RHPJM r ; i i 5EGA I 7 OG 20 .21' 5UILDIN5 Z co • .{ I LIMIT' 'I 0 1 HC Of WORK • AR ( I PACH i I 20' ' 40 ! f 13 8 FFP i Cn • 1 WRC - i DEDI GATED LAND (0 I I 1 WRC -b i .11-1 I 1 WRC -a i BOLLARDS (SYMBOL TYP i �• 0 0 LIMIT OF WORK 0 ' Z� EXISTING ROCKERYR GENERAL CONTRTOR: GRAVEL -� ' / \ \ 3' MAX. HEIGHT WIT II ON -S E RO �i l (` ! 00 LLJ 3 WRC-c 13 �� EDGE OF IMIIT OF WORK ; / :• . 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PAVEMENT ' • ��`� ® ® 7 • 1 *WRC-U • G ® 13 ° -------- • 1 WRC -a 1 WRC -b I WRC-c 1 WRC -b \ 1 WRC -b 1 WRC-a • 13 •13 ' MH #3O ROCKS 1 WRC -b • i ® •1 1 WRC • 2 ' ' ® S 89'06'34" E 200.21 ' 1 WRC-c - — — — -- - - -- -- - -- - -- -- - - - -- .. *1 WRC-c * • 1 wRC -b * 2 WRC -c FOR REPLACEMENT SAL --LAWN-, ® I I 13 OF 2 EXISTING TREES ON FENCE �LAWN :1 I I 4 2 KD TA l—� N L•' . 3 LLAWNI A" ;. 1 CFP • 3 tS 86' 0" 2 ASH 6 VINYL FENCE 240 1 6' VINYL (FENCE PROPANE TANKS i I '-PACHI F2-I\ W o) O O Z HSTA 70G, DLY C DLY A i 3 RHPJM r ; i i 5EGA I 7 OG 20 .21' 5UILDIN5 Z co • .{ I LIMIT' 'I 0 1 HC Of WORK • AR ( I PACH i I 20' ' 40 ! f 13 8 FFP i Cn • 1 WRC - i DEDI GATED LAND (0 I I 1 WRC -b i .11-1 I 1 WRC -a i BOLLARDS (SYMBOL TYP i �• 0 0 LIMIT OF WORK 0 ' Z� EXISTING ROCKERYR GENERAL CONTRTOR: GRAVEL -� ' / \ \ 3' MAX. HEIGHT WIT II ON -S E RO �i l (` ! 00 LLJ 3 WRC-c 13 �� EDGE OF IMIIT OF WORK ; / :• . BUFFER 0 / • . \ S 0U� _ T l .....�.� •STS`` ►�i� i ,��Ii ��I DLY B 4 AZHC BERM-+O'10'— DLY A SIR �a�iiii►' -�i Grass Pocket^ n I ARM �� ® � ��..►.��' X31 �, a. ��.,y � _ \��� LINE A MATCH LINE A —HSTA LANDSCAPE-PLANTING PLA 0 10' 20' 40' 80' NOR TN Ea MA 1 6 RFC 47 OLL MATCH LINE A _ MATCH LINE A NOTE: FOR PLANT MATERIAL LEGEND, SITE SPECIFIC NOTES AND GENERAL r10T,T(-'TT)TTr1-rT(1TT _Ir-T- CTiT -rm T f n 6 oG 1� I ARM •I M 7 OG H #4 OF • • 'I Ron � � • 16 NIZ ETENTION P N I ° PER -CIVIL i ° •i 5EE SHEET TR .I AND TR 5.2O i TREE LEGEND i I ti! ! LIMIT I 5 ROD OF WORKS "l I • I 4 i • • D i I i i • 5 ROD . _ Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Valley,Washington 98038 phone: (425) 432 -9877 fax: (425) 432 -9878 e-mail: lbethune @mindspring. com STATE OF ASHINGTON *TERED ARCHITECT I BETHUNE I CA E N0. 462 MT. WEST OF PORT TOWNSEND PT TOWNSEND, WASHINGTON LANDSCAPE PLANTING PLAN JOB NO. #24101 SCALE: 1" -20' -0' DATE: 9/2/04 DRAWN: LJL/MTB CFIIC: LRB COPYRIGHT 2005 SHEET L 1.1 � ii1L l�i 12 NB, 13 D D 5 FFP .vf 4 AZHC BERM-+O'10'— DLY A SIR �a�iiii►' -�i Grass Pocket^ n I ARM �� ® � ��..►.��' X31 �, a. ��.,y � _ \��� LINE A MATCH LINE A —HSTA LANDSCAPE-PLANTING PLA 0 10' 20' 40' 80' NOR TN Ea MA 1 6 RFC 47 OLL MATCH LINE A _ MATCH LINE A NOTE: FOR PLANT MATERIAL LEGEND, SITE SPECIFIC NOTES AND GENERAL r10T,T(-'TT)TTr1-rT(1TT _Ir-T- CTiT -rm T f n 6 oG 1� I ARM •I M 7 OG H #4 OF • • 'I Ron � � • 16 NIZ ETENTION P N I ° PER -CIVIL i ° •i 5EE SHEET TR .I AND TR 5.2O i TREE LEGEND i I ti! ! LIMIT I 5 ROD OF WORKS "l I • I 4 i • • D i I i i • 5 ROD . _ Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Valley,Washington 98038 phone: (425) 432 -9877 fax: (425) 432 -9878 e-mail: lbethune @mindspring. com STATE OF ASHINGTON *TERED ARCHITECT I BETHUNE I CA E N0. 462 MT. WEST OF PORT TOWNSEND PT TOWNSEND, WASHINGTON LANDSCAPE PLANTING PLAN JOB NO. #24101 SCALE: 1" -20' -0' DATE: 9/2/04 DRAWN: LJL/MTB CFIIC: LRB COPYRIGHT 2005 SHEET L 1.1 .II I' LV L0 P L0 •, o 0 •l� 3KAT,. 1' ER R p-' : ...: v 1 N aTKK MATCH LINE A MATCH LINE A ST L8SAR EV LO I NO 10 DAZ 80S DLY C HT -W HT-W DLY A HT- r._ u .... ® LM1�t SAL ZISPECS SIDEWALK TO I I ^ J�I "I ND TO 1 ri<J I _ I RSECTION - OSEED LE PER FOR DISTRUPTED AS LANDSCAPE PLANTING PLAN 0 10' 20' 40' 80' SCALE: 1"=W-0" NORTH LANDSCAPE CONSTRUCTION NOTES 1. All work performed shall conform with the City of Port Townsend, landscape and irrigation requirements, codes and specifications. 2. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor is responsible for any resulting damages during construction. Call before you dig at 1 (800) 424 -5555. 3. Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom and poplar seedlings including roots. Leave subgrade in landscape areas minimum 9" below paving in shrub beds and 5" below paving in lawn areas. Remove all debris from site. 4. Provide minimum 6" depth 60 -40 topsoil mix from approved source in all shrub beds. landscape Contractor to supply Landscape Architect with soil sample prior to importing soil on site. Scarify subgrade by rototilling and add topsoil on surface. Add additional topsoil as needed to contour shrub beds including required berms. 5. Provide minimum 4" depth 60 -40 topsoil mix from from approved source in all lawn beds. Landscape Contractor to supply Landscape Architect with soil sample prior to importing soil on site. Scarify subgrade by rototilling and add topsoil on surface. Add additional topsoil as needed to contour and level lawns. Hydroseed with "Fine Lawn Rapid Grow Lawn from Briar Group, Inc. with alternate bid for sod from Country Green Trinity Supreme from Olympia, WA 6. Provide minimum 2" depth fine blend hem -fir mulch from approved source to ail planting beds. Landscape Contractor to supply Landscape Architect with mulch sample prior to importing mulch on site. Fill all planting beds and lawn areas to within 1° of top of all curbs and walks. Slope all planting beds and lawn areas to drain. 7. Provide one (I) year warranty for all plant materials and workmanship. 8. Verify all quantities shown on the plant list and plans. If discrepancies exist between the graphic representation and the numeric totals, the graphic representation shall rule. 9. All plant materials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted Fertilize all plantings with "Osmacote plant granules. Install 2 cups per tree larger than 3 ", 1 cup per tree less than 3, 1/2 cup per 5 gal, 114 per 2 and I gal, 1/8 cup per 6" and 4" pots. Place at base of plant after mulch has been installed 10. Lawn - See Planting Plan for sod and hydroseed of lawn. Sod from Country Green Trinity Supreme, Olympia, Washington with alternate bid for hydrosed with "Fine Lawn" Rapid Grow Lawn from Briar Group, hie. Provide soil preparation per note •5. 11. Insure proper drainage of all planting holes prior to installing plant materials. If planting holes do not drain or if heavy clay soils are evident contact landscape architect. 12. Fill all planting beds and lawn areas to within 1" of top of all curbs and walks. Berm all planting beds and lawn areas to drain. 13. Asphalt to be removed 2" from behind extruded curb in planting beds after paving is completed and before plant material is installed. 14. Install all rock outcrops prior to installation of plant materials or irrigation 15. Restore native edge with proposed plant material per pan, Pocket plant with 507 Gro-Co from Sawdust Supply, Seattle, WA or approved equal from Landscape Architect and 507 on-site soil that has been screened. Remove any debm greater than 2' in diameter. Dispose of off -site. Provide Landscape Architect with Gro-Co Sample for approval prior to importing on site. SITE SPECIFIC NOTES O ENTRY SIGN. Per Architect. OEXISTING HEDGE. Preserve and protect. 03 EXISTING TREES and UNDERSTORY. Preserve and protect per L.BA TREE RETENTION PLAN, TR 3.1 and TR 32 O DETENTION POND TREE PLANTINGS. See sheet TR 3.1 and TR 3.2. O installed. dR Remove all ebr Owner eaterr than 2" in diameter. Dispose of off-site. southern Hydroosed with Erosion all disturbed areas of Grass per Specsth after sidewalk is 6O REINFORCED TURF. Per General Contractor. OGRAVEL PATH. Install 4' wide path, 5/8" minus crushed compacted rock, min. 4" depth, aid on grade. In areas with preserved native undergrowth, remove plants and dispose of off -site. Rake smooth and install gravel. O8 TREE RINGS: Provide a 3 diameter, 2' depth mulch ring for all trees located within lawn areas. ORAISED PLANTERS: per Owner. Fill bottom of planters with 6" depth 7/8" washed drain rock at bottom of planter. Cover rack with layer of Mirafi filter fabric. Import min. 24' depth 60 -40 topsoil mix from approved source per specs. 10 NATIVE EDGE. Restore native edge that has been disturbed. Clean all construction debris. Rake smooth and remove all rocks and debris greater than 2' in diameter. Remove from site. Plant per plan- DETENTION PONDS: Rake smooth all disturbed areas. Remove all construction debris, rocks and other debris greater than 2' in diameter. Remove debris from site. Pocket plant native plant material per detail, using 507 Gro -Co from Sawdust Supply, Inc. or approved equal and 507 on -site soil free from rocks and debris greater than 2" in diameter. Install 2' depth, 18" diameter mulch ring per each plant. Add Osmacote granules per General Construction Notes and crown to drain Hydrosed in all other areas. T 12 Enclose with GRAVEL APT 4x4 headers anchored with Z legt compacted 4 rebar, 1 bar per 4' or Slope to dram. 2 13 PROPOSED CONIFERS. Plant per Native Conifer Tree Planting Detail with (2) 4' Perf. Pipe per hole. Pert`. pipe to extend 4° above 3' diameter, 2" depth, mulch ring and below root ball of tree. ,c+ • HSTA 7, � DLY B TI ,Jig Ewa ismokwOm 111611110% r AP LJ�SIBBO_V� 2 CFP I' JM RRHPJM �'• I I BUILDING BASE I � 13 SLP ill 9 DVD 80S 15 • I.leu f OLL �I14t° ATCH LINE MATCH LINE A rjl \wa", 0 1• 'I 5 ROD 10 ROD I �I IIvIIT K EN OF WORK • 1 I SN B � t • • /,` HYP - -- -- -- - -- -- - — -- - -- _ -- -- -- LAWNS -- - -- -- PLANT MATER LEGEND Indicates Drought Tolerant Plant Material Abrev. Common Name Botanical Name Size k trees: ARM Armstrong Maple Acer rubrum 'Armstrong 2" caIJB&B ASH Summit Ash Fraxinus pennsylvanica'Summif 2" ca1JB&B �k CFP Capital Flowering Pear Pyrus calleryana "Capital 2" cal./B&B �k CKNM Crimson King Maple Acer platanoides'Crimson King' 2' ca1JB&B �k EGA Emerald Green Arborvitae Thuja occidentallis "Emerald Green" 6' hgt. /B&B * EQNM Emerald Queen Maple Acer platanoides'Emerald Queeri 2" cal. /B&B HC Hinoke Cypress Chamaecyparis obtusa Hinoke' 6' hgt. /B&B HGC Hogan Cedar Thuja pllcata'Fastigtata 6' hgtJB&B �k HWJ Hollywood Juniper Juniperous chinensis "Torulosa' 6' hgtJB&B KAT Katsura Cercidiphyllum japonicum 2" cal. /B&B KD Kousa Dogwood Corpus kousa 2' calJB&B MTH a Mountain Hemlock Tsuga mertensiana 6' hgt. /B&B MTH b Mountain Hemlock Tsuga mertensiana 7' hgtJB&B MTH c Mountain Hemlock Tsuga mertenstana 8' hgt. /B &B WRC Western Red Cedar Thuja plicata 6' hgtJB&B WESTERN RED CEDARS PLANTED IN PERIMETER TO BE PLANTED PER DETAIL WITH (274- -PERF PIPE * WRC-a Western R Cedar Thuja plicata 9' hgtJB&B Red ZAL,l Yn I - — ..W ----- �jc WRC -b Westem Rd Cedar Thuja plicate 5' hgtJB &B OF ROOTBALL MINIMUM 12" TOPSOIL AROUND ROOTBALL * WRC-c Western Ad Cedar Tula plicate 6' hgtJ6 &B shrubs: DETAIL: TREE PLANTING AZDV Azalea Delaware Valley Same 12"x12" /cont. NO SCALE AZHC Azalea Hmo Crimson Same 12"x12 /cont. AZPS Azalea Purple Splendor Same 12"x12" /cont. DAZ Dazzler Chinese Holly Ilex chinensis "Dazzler" 18' hgtJcont. DVD David Viburnum Viburnum davidii 12 "x12" /cont. * EVR Evergreen Huckleberry Vaccinium ovatum 18" hgt./cont. EXA Exbury Azalea Same 18" hgt./cont. * FFP Forest Flame Pieris Piem floribundaForest Flame 24" hgtJcont. * NBJH Northern Beauty Japanese Holly Ilex crenata "Japanese Holly" 18' hgt. /cont, Matched NZF New Zeland Flax - Purple Phormium tenax'Autropurpurem 24" hgtJcont. OLL Otto Luyken Laurel Primus laurocerasus "Otto Luyken 18 " -21" B&B, Matched OG Oregon Grape Mahonia aquifolium 18" hgtJoont. �k OS Osmanthus Osmanthus burkwoodii 24" hgt./cont. * RI-ARW Rhodo. 'Anna Rose Whitney Same 21 -24" hgt. /cont, Matched RHPJM Rhododendron PJM' Same 18" hgt. /cont. SAR Sarcococca Sarcococca ruscifolia 18' hgt./cont. SBV Spring Bouquet Viburnum Viburnum tinus "Spring Bouquet' 24" hgtJcont. SLP Spires Little Princess Spirea japonica "Little Princess" 24" hgtJcont. VAP Varigatd Pieris Piens japonica "Variegate" 24" hgtJoont. detention pond shrubs * NR Nootka Rose Rosa nootkatensis 12" hgtJcont. �K OG Oregon Grape Mahonia aquifoltum 12" hgt./cont. SNB Snowberry Symphoricarpos albus 12' hgtJcont, RFC Red Flowering Current Ribes sanguinium IT hgt./cont. (OD Red Osier Dogwood Cornus stolonifera 1)' hIS tjcont :T Cat Tail Typha latifolia Rhizome at 24' OC ;ymbols /ground covers: 4" pots at 8" oc at triangular spacing AC Annual Color Per Owner Astilbe arendsii 1 gal. /cont. at 18" oc at triangular spacing AST False Spires I gal. /cont. at 24' oc at triangular spacing BF Blue Fescue Festuca ovina "Glauca" 1 gal. /cont. at 36" oc at triangular spacing CTY Candy Tuft Iberis sempervirens DLY A Day Lilly Hemerocallis "Anzac" 1 gal. /com. at 30" oc at triangular spacing DLY B Day Lilly Hemerocallis "Stella de Orra 1 gal. /cont. at 30" oc at triangular spacing DLY C Day Lilly Hemerocallis "Ice Carnival" I gal. /com. at 30" oc at triangular spacing HSTA Hosts Hosts species I gal. /cont. at 18' oc at triangular spacing Erica specie Pu ]e" I gal. /cont. at 42' oc at triangular spacing HT -P Purple Heather I gal. /cont. at 42' oc at triangular spacing HT -W White Heather Erica camea "White HYP Hypencum YPe ncum cal H cinum 1 gal. /cunt. at 36" oc at triangular spacing Y KK Kinmckinmck YP Y Arctost h los uva -ursi 1 gal. cont. at 42" oc at triangular spacing LITH Lithos rum Lithodora diffuse 1 gal. /coat. at 42" oc at triangular spacing Po 4" pots at 24" oc at triangular spacing PACH Pachysandra Pachysandra terminalis SAL Salal Gaultheria shallon 1 gal. Cont. at 36" oc at triangular spacing 1 gal. /cont. at 36" oc at triangular spacing SHH T Sarcococca -Dwarf Armerocca ritima iana Humilis 4" pots /cont. at 18' oc at triangular spacing WG Thrift Grupe a maritime 4' pots /cont. at 18' oc at triangular spacing WG Wintergreen Gaultheria procumbens LAWN Sod from Country Green Trinity Supreme. Olympia, WA LAWN Hydrosed with "Fine Lawn Rapid-Gro Lawn" from Briar Group, Inc. with alternate bid for sod from Country Green Trinity Supreme. Olympia, WA "Low Grow Erosion Control Mix" Seeding Rate: 80 lb. /acre Hydro -Seed from Briar Group, Inc, or approved equaL- 457 Elka Turf Type Perennial Ryegrass 457 Ensylva Creeping Rd Fescue 107 White Dutch or New Zealand Clover Existing Trees and Shrubs: Preserve and Protect per Tree Retention Plan - TR 3.1 and TR 32. WOH u APPROVAL SET CROWN AT NURSERY Hf1OHT (2" ADTNE TOPSOIL FlNISH GWDE) amw MADE Y MULCH ,.y ROLL TOP ,/3 OF BURIAP AWAY FROM BAIL D" SCAUFY BOTTOM AND SONS OF NOTE +v w!SJ n�• `'' VIEp • w%�T�20N CNATIVE PER SPECS FE Y COMPACTED AND WATER W CNRi ON (ATNT HN FR 1NTE W)ar MMS TREE PLANTING /STAKING Tti•. \ s NEW SHRUB 1/2' MULCH UNDER SHRUB 2° MULCH i SET CROWN AT NURSERY HEIGHT SAUCER B&B PLANT: REMOVE BURLAP & SPACING • 1 ON TIES FROM TOP OF ROOT BALL SOIL MIX CONTAINER PLANT: SCARIFY SET PLANTS - ORIGINAL SIDES OF ROOTBALL DETAIL- • I PLANTING 2' MULCH IN 4• DIAMETER RING ^� COMPACTED SOIL MIX SUBGRADE ' - IT HYDROSEED PER SPECS MIN. DETAIL: SHRUB PLANTING SCARIFY BOTTOM AND SIDES OF HOLE NO SCALE WOH u APPROVAL SET CROWN AT NURSERY Hf1OHT (2" ADTNE TOPSOIL FlNISH GWDE) amw MADE Y MULCH ,.y ROLL TOP ,/3 OF BURIAP AWAY FROM BAIL D" SCAUFY BOTTOM AND SONS OF NOTE +v w!SJ n�• `'' VIEp • w%�T�20N CNATIVE PER SPECS FE Y COMPACTED AND WATER W CNRi ON (ATNT HN FR 1NTE W)ar MMS TREE PLANTING /STAKING Tti•. \ V 1/2' MULCH UNDER SHRUB LU � i SET CROWN AT NURSERY HEIGHT zz (2' ABOVE TOPSOIL nNISH GRADE) SPACING • 1 ON .• REMOVE 1/3 OF BURLAP ON ti —LIMIT SET PLANTS - ORIGINAL e&B NAIERNL DETAIL- • I PLANTING 2' MULCH IN 4• DIAMETER RING SCARIFY SIDES • RODTB AROUND PLANT ' - • -L`•'J HYDROSEED PER SPECS SCARIFY BOTTOM AND SIDES OF HOLE • E • BACKFlLL MATERIAL (, 2 HATNE OR GRO -CO •ti>•: �:,: MATERW. 1 2 70� PER SPECS.). FlRMLY COMPACTED c n i ^•_ AND WArERRREEED IN NO SCALE SCARIFY AND LOOSEN ROOT MASS B' ON CONTAINER MATERIAL NATIVE PLANT MATERIAL PLANTING DETAIL GROUND COVER AND SHRUBS N.T.S U V O LU � i zz ,. SPACING • 1 ON .• PLAN (TRIANGULAR) ti —LIMIT W ':!{ 0— 120% i i GUYSPACING TREE TIES I/2" RUBBER HOSE W/ 12 GAUGE WiRE (GALV) POSITION ROOT CROWN I2' ABOVE FINISH GRID. 2" MULCH LAYER AFTER SETTLEMENT (MULCH TYPE PER SPEC) _FINISH GRADE MIN V STAKE 3 SIDES i HARDWOOD / ,. SPACING • 1 ON PLAN (TRIANGULAR) I T SET PLANTS - ORIGINAL INSTALL fLFTER DETAIL- • I PLANTING NO SCALE SCARIFY SIDES • RODTB ' TOP THIRD OF FROM BALL ,IG SOILMIX ^) BACKFILL 3 SUBGRADE YK2' H% .FIR SNAKE DRIVEN TO TREE WITH ( 4" MM) SECURE TO TREE WITH NON- CORCEDADUL WIRE 1/2" MULCH UNDER SHRUB 3REEN NCASED RUBBER IN REINFORCED DULL 3F C R HOSE AT POINT SET CROWN AT NURSERY HEIGHT OF CONTACT TO TREE. (2' ABOVE TOPSOIL FINISH GRADE) REMOVE 1/3 OF BURLAP ON BdrB MATERIAL V MULCH IN 4' DIAMETER RING AROUND PLANT 4ti HYDROSEED PER SPECS q .• < SCARIFY BOTTOM AND SIDES OF HOLE n BACKFlLL MA RVL (l l2 NATIVE <O MA7ERAL t 2 TOPSO L OR GRO-CO ,, PER SPECS. , FIRMLY COMPACTED 4" PERF PIPE PLACED •'ki,^,•`c�;, - - AND WATER D IN -.r, F PLANTING HOLE '• - -"' SCARIFY AND LOOSEN ROOT MASS FOR TES PER C ON CONTAINER MATERIAL 2 PIPES PEA CDNIFER , NATIVE CONIFER PLANTING DETAIL achlin R Bethunil associates, Inc. ASLA NDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 ale Valley,Washington 98038 phone: (425) 432 -9877 fax: (425) 432 -9878 e -mail : lbethune@mindspring.crim STATE OF WASHINGTON REGISTERED LANDSC E R� CHITECT AUC R. BETHUNE CERTIFICATE NO. 462 REVISIONS A Revised Per Owner- LBAILJL 02/11/05 QRevised Per Site Meeting U0126/05 LBA /LJL 05/31/05 SEAPORT LANDING PORT TOWNSEN'. PT TOWNSEND, WASHINGTOls LANDSCAPE PLANTING PLAN JOB NO. *24101 M M PLANT © � i © -�/ • �y� SPACING • 1 ON PLAN (TRIANGULAR) X17 © SET PLANTS - ORIGINAL DEPTH 0 FINISH GRADE, PRIOR • • ► MULCII SCARIFY SIDES • RODTB AS NEEDED. - .► --. i- 1n dlLili! '�Ft�, I 2, MULCH {i!i�1(�i!;9':'f(!!it� i FINISH GRADE • E • (MIX PER SPECS) EXISTING 1 DETAIL.. GROUND COVER PLANTING NO SCALE YK2' H% .FIR SNAKE DRIVEN TO TREE WITH ( 4" MM) SECURE TO TREE WITH NON- CORCEDADUL WIRE 1/2" MULCH UNDER SHRUB 3REEN NCASED RUBBER IN REINFORCED DULL 3F C R HOSE AT POINT SET CROWN AT NURSERY HEIGHT OF CONTACT TO TREE. (2' ABOVE TOPSOIL FINISH GRADE) REMOVE 1/3 OF BURLAP ON BdrB MATERIAL V MULCH IN 4' DIAMETER RING AROUND PLANT 4ti HYDROSEED PER SPECS q .• < SCARIFY BOTTOM AND SIDES OF HOLE n BACKFlLL MA RVL (l l2 NATIVE <O MA7ERAL t 2 TOPSO L OR GRO-CO ,, PER SPECS. , FIRMLY COMPACTED 4" PERF PIPE PLACED •'ki,^,•`c�;, - - AND WATER D IN -.r, F PLANTING HOLE '• - -"' SCARIFY AND LOOSEN ROOT MASS FOR TES PER C ON CONTAINER MATERIAL 2 PIPES PEA CDNIFER , NATIVE CONIFER PLANTING DETAIL achlin R Bethunil associates, Inc. ASLA NDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 ale Valley,Washington 98038 phone: (425) 432 -9877 fax: (425) 432 -9878 e -mail : lbethune@mindspring.crim STATE OF WASHINGTON REGISTERED LANDSC E R� CHITECT AUC R. BETHUNE CERTIFICATE NO. 462 REVISIONS A Revised Per Owner- LBAILJL 02/11/05 QRevised Per Site Meeting U0126/05 LBA /LJL 05/31/05 SEAPORT LANDING PORT TOWNSEN'. PT TOWNSEND, WASHINGTOls LANDSCAPE PLANTING PLAN JOB NO. *24101 M M \ CONCRETE SIDEWALK 1 V60 GRAVEL PLANTER STRIP 43- 9 242.86 ASPHALT DRIVEWAY BASKETBALL HOOP 2 4.48 IN CONCRETE 41.01 242.96 241.91- °47 I 2-44 X 7 - ITS OF LAIVDSC PING MADRONE GRND 241 75 449 EXISTING HOUSE d \ 241 �, 4s 477 244 82+ } sr } - -- N ` G t D E 12" CM^ 241 - 96 329__ '/6s ''XISTING HOUSE 241 34 raz CLSTR ' zs , GRND ECK I % +242 -4D L -- T PAVE ENT +42.22 242 -� \ yp� 41 'U ND I ] sr - 2 - -max " aas 241 -4 0. 3 2 I ,2" CMP , ..� GRNDCK 41.412 2 /-x I - -- L __ _ _ _ TRV / GRND 42. - (' D �Ng-j DECK D CK -y- ��,_5£, 242 Z3I -- - GRNO _ I q p 44.7 2 02 244..9 9 PAIEMENT N 3 + e- rx -x- - V GRND 24449 241 25 3.Fe 39 GRND -' �Ft -33 241.9) 2 xrrx 73 m4 EILOWOFF » < CRND 42.45 GRND -' 2� --4 2 p 24455 PRV W BOX 8" ,R �, FIR ?40. D' GRAVEL ARDEN 'L d 'ti9 4fF23V� ✓`i• 249 -72 ' 1" F1R GG N17 i' (11 G RDEN GRAVEL FIR - p' 10» �f �12' ! / IM 240. 2-" sz4 247 So ^' 6 °' FIR GRND 3 244.64 244.75 �1 FlP 6 F,17 FI " 70 "RR 8" ;. '� D v GRAVEL 236.20 IE 72" P "r "4 FIR ,1.77+,0 2 243.19 -� �IM 242 -1 \ 26 6,. - 6" �'6" ED N 238.53 z,a7r fih N Gft'1 �- %: o (2) GRND W \ ]0' $ 8 "MAO 8 - �6 8 FI 'c FLR237.1 S" N -- -- 2-4 6 12 "8 1 240. 8 ass 2x1'1.00 ass +2¢x255 R 74" i0' - -- GRND s ¢ MH #1 R 45.0 �0 FR -_ -CRND ?40 -,55� 4 43 141 73 242 5,. Lz42.44 PAVEMENT -,,, __FLR= N 18" F1R 6„ 71° _ 8'H" ZD 354 „ GPND 1? 66 + z + 8" W *6'" F,R 12 10" °U G ND - 244.24 p1 Ff 3 58 ass GRND - - -- - - - -.- - -__ - - GRAVEL 10" n 8" �. ��` -IR S'TM, }h-S1,- Ji E l - SIGNS �� 2D "' 2 97 CCC C II D ry r 70 240. 0+ +� 16" �If� jTH J 241.72 g" _ _-_ -�_ I soG_ � GRND Y6"CE aq_ 2 1 » R GR9D87 _ I - ---"'�- - ---_._ - -- nn-- -- n2,}. N _ 2 5 ,9z S,GN 1 '�20 .It;EDA F�N •46'34" E .A�7O �K� O _18 10_6' 204.21 �- 6> E� �29 �, t- -- S �Qa06 20 1 6>4FCfiiR 167 11 -- - - - -- '34" E 243 0 GRN 1 r - - -4 tdd.21' 242.97{� 22" 10' 18 372 A ._ p �IZ» F - _ - I t RA 0 FIR �� I 8" 1 � 7 RF1 I , �� i 4 ° FI " FI j 2' R i RND \ ZO" 10 2Ce2.55 r +2 80 .377 / ii i 20 "'/ I f93 71 »� i GRND I f G ND 8" d 3 / (`I� FIR',,/ 770,. FI I q / p- .2s G'R Fir{ 7 _.- �P,P �/` FIR .s' IR 243.20 TYP. 4 A Ch'Y at'j? % 1 ?" I ( R r /X\ 6T / 8 z GRND 1' C Y; 7+ o / 37 „� I I� 7 _ 1 {3» i 1 ' F co IR I 'e 5 9 I z 2(' FI .\ \ Q , , /1/ \ / ' r GRND 2 I GRND +z 42. G D 10 1 R n ro 7 6, 2 0.29 e07 �„ P.ND - -- -- --- '� \,t `$,. 11., 3 V �t4" R . I x01 -239,as , EXIT 111A Fl ,� �18'. R 2P 2390 G %� 8 F _ 6" ' 1 J p o I ANA GAPE e ' 3 I _ 12» �F,.. �2 ;R I 2 ,9p oa p3 z a L ? 7 1 FIR' » FP I 52 X1426/ +042.84 GP,N 1� R GRND zs0 O) GRR'D 70° '� " r - 8,. F 72'. 8,. 1� `.� '� F,R 27" F/ LLl GRND? i a I . 70" %` ' ,. , , 6 F ,r 3 I 3.� ' II 40 , „ , q > 32" g" � 3�.4 606 � / 12" , i, 1 4 FI , T - R \- T D GRND r7 7 6 FR ? Ft 94„ 8„ F N11: ' ^ "i ;R X 6'41 �1 y S1GfS 241.36 v D + 242.07 243 /// \ sr f / �/ GRN' 1 1\ / _ Sri at CRND /f / f/ r / 2» `R'FIFR\�F `IR /� / I F I/O FRriS S .42 2 1.74 f 23. GR (n / .� i % / / / / i.11 :�4' 9 FIR .8' 1R y x'A/ ,j 0 pj EXIT I / x / / /� . 1 F!R �_ !"' o „z / 1 6- » I'q # GRND 6 Z �/ /� 1R ALD 8�L�5 IR 39.61 6 (!) YiN'i}PAVELI 2 i.3 z r� , - CQQD W - 0,. " � / W FI X 10" RR - 76" .F4R p•. ! 12" - AISED _ 241.01 vs 2 AF 9 27, - PLFlNTEf�S �- / � - / "� »t .7 � �,CFF 72 "( 8 "a 1 `. F, r6" .% 81 �2 39691w �sD0.i1 G.18 fGRND2 .93 OR ) + 41.4 _ i 8 4., �1 "FlP, `„ 2(xF .1• "FI _ f f.Fi i2 _ N RND I D / 10 7 <" - 200 � � D S � 6 IR V i�l F<7� >y ifil � GRN 21 1091 ,"6D �2 1 7 F ^ 6: ' I t "r' ZAN 0 l� 239,88 vim• » �16" FIR L x 8 2 .23 197 � d- ' : 6 / � � F,R 6' `- � .4 1�.�� 7 1 � • " R "'1 'a i� ] IR ;: 2 0.1 GRND ' iD;�„a2 GR �74" IR 7 '7 » I &IR 6" i " R ,t - 8„ fO74F �- / 1 R� N 11R, • iR G N �. -- C�.7 m p I 8• F / 6 FlR' 33' *8' ,8" 9 4 76,r R 8 I mo 'aR { - - - . - p OUY s GRND 3 9- 9 - d„ iS- _, 1 -- +141-4 -_ ° F ,.IRFI Em70'3r 7 6 »,4,AD 239.84 rn. 4„ 204 -21' -i# -- L GRND Eh�JTDO�R ____ I n >UB_26 9' 8 �,. F U, R 8„ go 1) 4- x_ AREA. 1 D i 1 F 14"= 0" t4 = F g C 913 �J 84�- I ° N71i °,58'1 oW,E0.64FROM MONUMENT 23 .4$ _ i 239.30 z,o 244 x x r x x -x-z�. °9880 i / 1» 1 g X52 9" �1 F Sln zzr GRN G✓�{N -D x' sfia _ � / TYP. 12 8" F7R n \ �" 2 CALCULATED POSITION. 239.78 s NI 239.9? 239 98 R.ND -x i" x, 10 i�� D - " 7° 239.83 T 73 FIR Flh� F1R 2" I R GRND 515 -- - 240 -9t 37 -'x x._ _ ' 1 1 ' FIR x, t FIR 1 \ �,/g' {, "� F F ZG J57 GRND S 12TH STREET CRT 239 \ +239.6[ - RNn�" -�4 56 x _ v 6„ !, 8 �8 �_ 1• € /�T1P. c4 ,-'gM16 =F IR . MH 4 �w--- s- -en=a- S°'�- - -� AVEL 3 D 24 .7 yi �R� // LS 13 "MAC C a 2 RIM 5 ' 1 I L . gE --_- - -- s r x14 L 8 il srf -x 8 (2) J s 909 t 7" 13' FIR 3 E J TI \�� - 23 .07 i s 5 i 1 x� 4 08 FLR 3 8" E 3 8" CUP X39.8 i 24 N�IVl7 / x_- G "O 24 . 4p 7 8.67 ,7 /' RND G D I / +GRN 60 GR(�,y�IT - �x x- -z ..�// 1 , _ '=.,.16 FIR +I h'NDO azx . -.. 37.98 d / -IE 8° CUP 239 + } . ° \ a - E 5s0 ?vfA Jr . 91 (2.• D .� A D . • I_ 2 L) .16 GR 235.49 2 5 G4 .1 1% 6 +23s.55 _ x x A g "A - ® ' - W z 245 4o s r GRND -x -x a ' k /�- 2 - -_ .� - F ss 46 .43 x--,� -q°::' '• .�'t� ftN 23926 D 2 . CMP GR! x a 23E.90 238.2 2 8 / a- ND I - -- - - -- - - �_ R 31 ?38 5 7 W 241.09 G \ p'4 �/ / GRN 4 +c N - - 4 x z x- _ 6' C3 7 F1R I ns _ +�J'8.86 - - ^- �/ / x� 239.44 GRt�0 `2 VED I R D �. K i T• NY ° 2 x x s. s a2 I I - W •- i % % ��V� COMMO / / \'� \�j & 240 32t,Bz3 n � I G 240.2,3 t• 6 p AREA TRY +24 G3¢!D BRUSH ND F( 4 9 sir GRND / �l 5 GRND 692 �I R 6 ) 39.8 aJ N 3.97�'� / �/ i R ° +240.22 + O4 azz I I GRND 9 T ASH GR / GRND �,;5 5 NO OUTDOOR i /�ADMI // ,4pDp % /� 240.04 RNj I / BRUSH LINE( 4 6 2J 6 VI L NC Dlh'I 1 N 1237.91 ARIVL) 3 ,E T I � g• 8• g ` +23G BRUSH 1.1NE 53] + N 24 L'1 T ; G11 G s`l I 56 9' 8' 9' -�=N (x GRND +240.60 �� - 2039 63 4 m I� e'F ,., •. // W �e 1' GRND 123 ORN�7 9D Y I BRUSH LINE -� C� T., / / / Y 76" IR 2 I'il.. 567 �! 1g• 4.,0.76 X k D Z Iii J _ } " "` / j C° 4O j6 ( GRN �2 GRND I I �z- Q J •° ,il-- ,-r� -, `' + 247.73 / E Xi T •RNL /f Y39. + 06 w I 7 .•:;' +42.34 / EXISTING BARN i- U GRND p r U-) 1 a` \GRND �R D6 j � A N� S C A 18'" FIR �; r• 6 9 //2,�� � O 7.92 +40.35 -� 7. .5 F G 0 ax I N E R B ,I GRN 2 i RND 0 CRND _ �/ I R ao� % �s j (GUT- qQ�& 237.38 967 a L 2 / 7 + 4N ' _042 J GRND W 1 / + 9.83 Y5• I LLJ BRUSH d . 2,39.5 #20" fi 7 1 D 6 / 041 D /7// i / /// , _l: T v U_ , �` s 3 14 ne f1 2 IBI GRND /� j i �� / ` 3 �240.?7 K +240.381 +239.49 � r,7 // ' �6 U I�� I T // / / l`'/ 8 �, R A GRND I \ ; r,RNn GRND 23 W � i , ALFA /� / r 0 1/ / / / /� J WING' S6 z 237.51 GRND 7.642 239.36 0�! ZR3� JD - (1+\GRND 78„ 1236.94 asa 1 3 3 ' ,° RN 5 +2a - - -f BLDG, \ ' Y 12" 1P 12' FIR GRND 24p -- -� S1 G(d \� 2 6. 535 S 1 �\-_._ _ +64.40._ LAP�DSCA.PE �---� - -- -- _ I - -- -- - JCAP�� it \ _ s� LAND + N 1t f___ -- -- - -- -- -'sss- - -- _- - -- 0-- - - 2 0 ° �1 ? ,JR F,R __ x9- - -�RNC) sr39.05 FF 19.48 +23ND 1 �1 " S B9-06'34" p E -S - - -- -= - - - - - - - -- - -�� �� --� 466.4 I �4F"�E 12" CM 7 29 RND GRND 4 �fi4 239.20+ GRND -- s 7 _bas 1 1 PU LIC ACCE SEA ME(\IT +R D 7 236 + 80 LAWN N_ +s 3_ 6 X41 27.26 989 �, N 235.09 GRNDW /� / ,/ LAWN x -x ?NGD 5 ?s5 <37.27 sr, 2 R NL1 spa L "37 i-� PAVEMENT \ / +23 696 _] �- - -�--` _�- --�- -I \ '20.4 89 237.72 GRND � -/ D 23 k81pD48 GR D RI q €*->07 3 < 14" I- G -A � 7_36 86 GRND EXISTING BUILDING GRND 7e �; j .[39.47 / 256,13/ ^ 37, 53 G J PAVEMENT 11 TN STREET rn Q GRND GRND 86,2 + , - >Z 236.57 i GRNI77 236.95 GPND `� -- .- 1 GRN GRND 76" FIR 239.05 GRND ,� j CON[ WALK 92 _�l LIMITS OF LANDSCP.PIIUG' 239. D4+ Scale- 1 " = 30' Fr12 GR IE 12" CMP D + -235. T 236 42 3 r 470 p4 1 234.01 CRND 0 30' 60' 90' 235.42 GRND - - - -- 236.022C 1ID 236 ,94 LOT 2, DISCOVERY VIEW SHORT PLAT GRNj3 1 a 33' ' 33' I! 1 LJ i 8.36 GRND Q GRND A N. 4 Nr3 1 RND L 2 8.08 c D ° U / U �7- 7 7 GRN GRN• +�KNU 4 WALK I W 73 2 7. 7 G N + 40 I 1 z 72 - -- - - a GRND I I� '3j 237 I � <:P,N O z Y Q to Z O L/) > w Q I' � o N N W N v V'w1°r) z C) H w MJO^ Q W 3 > 0 Z`�o Z W Q LIJ M N Y O J 07 X Q rnaaa� W W I� 0 o O Y) a Fr O w � Z N 0 2 3 �1 a O �+ U J0-4 a � � = 1- U Q D; i ui in ] � O o a Lj 2 h LL z O � ZOW O � N � G.i J r Z W I F r-'3 SCALE: NOTED DATE: AUGUST 2004 FILE: 03374 MOUNTAIN WEST/ ENGR 1C1 WL1374E -1.DWG JOB NO: 03374 Or WA SH'1' `7C' hF 0 SS ONAL ECG E I : SHEET p I OF 1 ° I z I � i7 FILTER FABRIC COMPLETELY AROUND DRAIN ROCK WITH 12" MIN OVERLAP ON TC'- INFILTRATI NO SCALE WIDTH AS SHOWN ON PLAN - 4, -- SPACING (TYP.) TOP ROCK LENGTH AS SHOWN ON PLAN; TRENCH BOTTOM TO BE LEVEL DRAIN ROCK 6 "0 PERFORATED HDPE PIPE Ill DETAIL TOPSOIL 111 z -- - - 1 I 00 6 "0 PERFORATED Jt PVC PIPE 0 0 �O ° ',FILTER FABRIC > 1 (FULL WRAP) - -- r 't�, DRAINROCK 4' -0" NOTE: ALL PIPES AND BOTTOM OF TRENCH TO BE RUN LEVEL INFILT;QATION TRENCH DETAIL NO SCALE TYPE 1 C.8 / W/ CAST IRON FRAME INSTALL RISER SECTIONS / AND GRATE AS NEEDED 80000000 y� 8 "0 1'VC NOTE, ELBOW SERVES AS SIMPLE OIL SPILL CONTROL SEPARATOR (BMP RO.05 IN VOLUME 111) REQUIRED PER SECTION IV -1.6. O -o pn oy� _ O&_ ° °lt W8 o 0 0 0 0 . 0 0 P O oJ� 0 I 1 yJ (, ' J 1' *rj o _ O ,o 6 "0 PERFORATED PIPE IN INFILTRATION /DET z - - 1/2" GALVANIZED HARDWARE CLOTH STRAINER AROUND INLET PIPE AS SHOWN CATCH BASIN DETAIL NO SCALE ORIGINAL GROUND 2:1 MAX BIOFILTER SURFACES 2:1 MAX TO BE SODDED GRASS \ �1 2' -0" BIOFILTRATION SWALE NO SCALE ;ONCRFTE SIDEWALK - GRAVEL PLANTER STRIP 242.86 I ' - ASPHALT DRIVEWAY BASKETBALL HOOP _ IN CONCRETE 41.011 -^62y4&42 1300, 16 241­91 sa) ! 7 2`1-f. _ Z F L Mi TS OF LANDSC 242.96 a+a EXISPrJO HOUSE - -- ---- --- - GRND 241.71 - I 12 �. tG. r1D7 E 12" CMP 241 -- 241.96 azv 24 I EXISTING fiOUSE _J zst GRAtD PECK -w \\ � 39 05 X72" CMP � RND GRdD 0 242 29 .b. ENT - --__ -- '242.22 7CR 242 -� ass au 241.48 44 aat 1 1 40,23 24J \;? / (,>,,CK / -GRhfti- D 13�8 l l GRND 3 J �' " --2 - r - 242.02 - et• O 4 N 4'fL,1i 3 DECK DECIc i + -�7s� - $' _ l /2 3\C D / f'A1 -MINT .f: „= -1419._53 z r 4? 99 GRND -r+- rj��)4 tt,z --- �t'tga o g ;' 60 '/ 33e� >t+Y!, i9 r ;,� -__ -1 GAP EN GRND GRND 2424y5 GRNC �?n,�4- _- +-__ -- '2. 2t9d.72 ` 14125_ _N�2 N e '1 / 1 GR/ VELi\ G RDEN rr 8" iR _ .6FIR. G.'.�NO J t 1 l \ MH ", 1�" F(R1",° / I _ ,�-. .v - e FIR r1 `+tom GRfJO r BO k' „ FI"" < � \E'iK - Z40.6� c 241 88 -`'6� 243.19 20 "F ?R - "= _ 110" < _ fRAI__ g_p _ %E lo„ MF_ _- GFc' >h 118 >a GRND h 10 I�,: WWI M 238 .7 "�- i °FIR `-fi' Frf1n" :E j1 / s 3t dbN '' t:�b" 2 263 FiR- FIR, FIR6•. 6° �+� E{ F! 233 9.- i \ + �2 65 z 10',.FWf 6 ' 7 12 �°'�r.-° ` 's,,,s1 r' o Mk, 240 8 }\ • -- 00 - -- .`-= - yv .�.. 2d 1 73 \_ G ND tt e 3" FIR DZ �� 14' Ir iC,,, +� /n>= ul_43 Cy"" \.� -dam Y - -- - - O�JR� - - tt�R_NL2+ =s,HNR . -- - - -- -GRND fss +2u s.3 +2z7z4d = -- `\ MHkt Rit)Fn <,"19/ Z =t8 FIR f ' , 'r, 3sa - . z.. .. =-1„ G Nn - - - -£r, Jri - -- cr.� -- PAVEMENT _ -- FLR = <3v 7 ,� 12" - "s- ''11't3_n __* a r _ _.! , �r' \� --E� 9 1 �- - 6' F1R,r,,• r`�-, 1 U' _J. _� 29.97 C T�3v. abz _ ! B('_ S INE 10 r � $ ' �`-� - - -_ lU � " ^IR L r,^ , ,.� 1'YE F. �+"S r �5 • 10" / =,8" X4,7 �, \G r 7.(es GRAVEL d- / ,. -, .per /,r i ZT'r>• -+G C 8., { D _ ;< f vC M jD Y INSTALL -TYPE 1 ,- vii INST LL 146 CF -flF fi 4ttI�E7 r 87 - ;•.� Z r SG 4 CEJ` ": 4�` '\ �- / 76" INFIL ATION TRENCH PEA DEIFC0�I�n ,, - INSTALL- AR €A -0RAIN /., f �� _I \` + -44- 6t CATCH BASIN o-° 1 6" s'' /. , t 1'-I '_ - - - -- - - - - - -- 20 "FR 4 � �i, s 7 �; ",o pp i .JiO O ✓ as3 }_ FOR S CE t`�?5-'c, 1'_ r - +, .,- ,,.,o-Ry. p,CEUA, F£N I_:t'0b 4" L r:0 °gCil�/ ?")'7 �7\ `3 rig -, u� �� }�Z9..e - =a i.!__ '\ •t -.i: 'ld "�ffir`i F7Y iQ2 ._ µµ f K y\'hi[ -1.. _L,_. V f`F FCJ"y ]`I- , fi �' 1. it .J4 E 6 . \ N -- 9y1` _ -�,IFJ a- _`1•,3 ______ -.w, -- v+' = - -_ '`1•:n,�...- .��,,:, - ^y`_` - `�.'p,. _i- _:''.- `.r-- .. -=;.: +>'a _ - - -____ -__�� - _- /f 4' UI,GR,.J t,PJt �g p ;s m�m�:r. _'I �' \u/ \ /i` °. Fj.>.R IW� zee 1q iI 24 ° �^ v - �'\t` ;` \ , ``` \ // -'s�� �+ if. v.\ /% ` N //rr! //`\ -' , \\ t 40.4.. VI pMp C) z 2429%T 3 3 �e•,.z '= 'ie `\ rLP0 i '4TH 24080 G. ", _y' i,% i7Gr''�' ` `\i' / \` /l, \, q. \ \ _ �Ol }iRf1D FP Bg \Sq A7R i \ ti �, tpo / 1BC , y ar_) : i f \ \ /'f'x 1 _D/ \ P\j / /..\ /_� / \ r ' \ / \ FIR S y 2,U•• n, �.� i2A:'6 7; 'I I� \ //, j,%' .•.ir`< ,?` t�„t' °i;�\'. -, T`- / \` j. GRiJD - \ / ��- \_\.,;- -- _ IR- _ J l.,„-�j,l ".P ' % I I T ! i'- �'}/ ` `_ ` \-✓ 14`1 rt 'n w _i I J, ._a9• , / I,i:. -✓l •2 ( i i - i 2 ''3 E1 / ` 8' -5. ztz I I r / - _ - tz/ - ja 7Vjr / - �t;X.. i :1 r. J \ '-!�s� F'! 1 - l,iT lyl., / 1 ,^g O n 1 _ ( -- - \O1-.` -'' - : �/ may;' ,}'✓ 4' y/ \: \ / ''.' ;wlk 4r 'R3f?,,, \'.yam t0 i Lam'. ?.82_ 13.1 O I� U r �" _S1 =_ - I `\ i . -- _kr , / 14. - 'f �/ }. - \ FJ ,r ;, IR :h7a -) I m J •� - ,>r L«1_ r'fi k'f.t I. I ; ,. ,_, - r .2_" / A..'' ,_,._ C L cp 1 / I �- r it .`1:` I t{ \ i .�Yl 1. I 1 d S '_aid`s I�. 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'- �II' `;c r.; -AN OSCAR' LI ,; \ - 'f / /;f ,/; i..i �i ? 71 NI) 23gs I }r �' ^; � W � i`\IE4J RB NOTED !I 0 L +easU 3F �i /ti -",/ `gin '24F `y 1A ° --- --�' ,n- -- - - -- t�,r m GP.ND , ��..x -� / /'i 2.;" .i =_ _ - „N -4- •`J \\ p X4J; -.'. -"_ I T_ ,.2, I DATE' �7 -- I�' % ` . INSTALL TYPE 1 N (�U /T i / /% //, :� j / 2fi a' t CATCH BASIN ya eo ai�7 ` 'r'k } f// ! -' '/ /`� ' / =7-7 + 3983 AUGUST ��OY INS AI 'i d L'.F,'OF 10,'iYDG F_i Z`' ' / f`'3 J�,' % /' j/ / / / i :E �: ( I JD BF'L,:H L� f /' i r s t 40..35 L J FILE: INFI1TiATION TF2ENCH PER }3ETA'IL'T1C' / / r'� "j " {�' % % J/i / �; /y / i 3 / `Rr '9 11 /' /` ,' �',i / ", , /' iE iJNI1 ; / / /�i ,i ''.i / / /�, .` ,/I F'.r��. \- �- / I 03374 MOUNTAIN KIEST/ ENGR /CI / / /' "�` /� `/' �;' r1l_F / !i/ r yy, `'J t Y1L /374E- f.DV1G /f / r /// j' / / / / / �� /!' i \ \ V) 4 FG fzr it 4r'- f ! / / % i i' '/ ,i +i /% r / i i // \v /il'�, /�/ / j f =i j' "i, ' J j ? S': i/ i , I - °�i \ 12"0 SAADS N L.F. CULVERT g n i, JOB NO: ja - a) / i / 9/ / / CONSTRUCT APPROX.i'8O t:� 'bF' C) / f r-' / / / , , 7 ° ,. 0337 r G o // /' • ; i ` I'' B OSWALE . PER DETAI 2n T'°3j70 I 'i 239 55.1 / ` ` I. . r / ,i I 30 5 \ sz t 7 O +ssr 2_W95 3 / I� Tp Y' / / , _!. /// / /: %/ / / ' ! "` / f ` ,! "i I �- \ '�f,RlJn z q0G z +,2r40 .6 GRIllyy r_ .r INST LL- EA�DRAIN! d �/ /-i i/ 6RV '1 / / °' I ? S o \ s° ry� .v 38 OQ�OF WASeNDL/ LA'S�.�� J �L _-J[ ° ryo- ° QD _ >''N o ('I ,.'n n y'72" FIR 241gj _ __- 16' \ ;fr Q GP.N� (ice OZ - -< - C Lfrc a 74 .�..m24Q,.•.. ° -. =24J ,y _ it_'Y -DNS' UC�7 r't�'' '3 1 dip GJtrJ= _ LL _ FIR _ - - - - ---- - __ - - - -- - - - -- - :; ,1J"�iif� -_ __ -F,> -- --_ -- - -.?-- L3*_+ bT - _- __- _-- _______- __ -___- _ -_ �- _ z> { I 11 I i \ +��+3.08 'O AP, = 37\ .g '.( , '19 48 " --- - -- -- - - _ - f� G . JD R 23594 O <v y . �` _r �- c ; • C 0 WALE p A� P�5vL �y P r' .n Pp F N F OF 1 ,, 89 °n�..J4„ c \- 35.68 /TC:INST�,LL 60'LF. 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