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Home My WebLink AboutCity Hall Annex BLD 04-085PORT TOWNSEND CITY HALL 250 MADISON STREET, PT. WA 93303 REHABILITATION OF HISTORIC ANGLE CITY HALL AND NEW CONSTRUCTION OF CITY HALL ADDITION ABBREVIATIONS 4 ANGLE FND. FOUNDATION PERF. PERFORATED q CENTER LINE F.O.C. FACE OF CONCRETE P.L. PROPERTY LINE # NUMBER F.O.F. FACE OF FOUNDATION P -LAM. PLASTIC LAMINATE fE PROPERTY LINE F.O.I.C. FURNISHED BY OWNER/ PR. PAIR EMAIL: wheeler @arcarchitects.com SHEET NUMBER INSTALLED BY CONTRACTOR PT. PAINT, POINT A.B. ANCHOR BOLT F.O.I.O. FURNISHED BY OWNER/ P.T. PRESSURE TREATED A/C AIR CONDITIONING JOHNPAUL PETERSON INSTALLED BY OWNER PTD. PAINTED A.C.T. ACOUSTICAL TILE CEILING F.O.M. FACE OF MASONRY PTN. PARTITION ADJ. ADJACENT F.O.S. FACE OF STUD OR STRUCTURE F.V.C. POLYVINYL CHLORIDE PIPE A.F.F. ABOVE FINISH FLOOR F.P. FIRE PROOF ALT. ALTERNATE F.V. FIELD VERIFY Q.T. QUARRY TILE ARCH. ARCHITECTURAL) 14 GA. GAUGE R. RADIUS, RISER BD. BOARD GALV. GALVANIZED REF. REFERENCE) BLK'G. BLOCKING G.C. GENERAL CONTRACTOR REFR. REFRIGERATOR BOT. BOTTOM GLULAM GLUE LAMINATED REINF. REINFORCED CAB. CABINET GND. GROUND RESIL. RESILIENT C.B. CATCH BASIN GR. GRADE REV. REVISION, REVISED C.F: CUBIC FEET G.W.B. GYPSUM WALLBOARD R.O. ROUGH OPENING C.J. CONTROL JOINT CLG. CEILING H.B. HOSE BIB S. SOUTH CLG. CLEARANCE} H.C. HOLLOW CORE S.C. SOLID CORE C.M.U. CONCRETE MASONRY UNIT HDBD. HARDBOARD S.G.D. SEAT COVER DISPENSER C.O. CLEAN OUT HDR• HEADER S.D. SOAP DISPENSER, STORM DRAIN COL. COLUMN HDWR. HARDWARE S.F. SQUARE FEET CONC. CONCRETE HDWR. HARDWOOD SHT. SHEET NT. CONT. CONTINUOUS H.M. HOLLOW METAL 5HWR. SHOWER COORDINATE H.P.A HISTORIC PRESERVATION ARCHITECT SIM. SIMILAR CPT. CARPET H.V.A.C. HEATINGNENTILATION/ S.N.D. SANITARY NAPKIN DISPENSER C.T. CERAMIC TILE AIR CONDITIONING S.N.R. SANITARY NAPKIN RECEPTACLE C.Y. CUBIC YARDS S.S. STAINLESS STEEL I.D. INSIDE DIAMETER (DIM.) STL. STEEL D.F. DRINKING FOUNTAIN INSUL. INSULATED / INSULATION STA. STATION D.H. DOUBLE HUNG . INT. INTERIOR S.T.G. SOUND TRANSMISSION CLASS DIM. DIMENSION JT. JOINT SUB. SUBSTITUTE DISP. DISPENSER SUSP. SUSPENDED DIV. DIVISION KIT. KITCHEN SV SHEET VINYL DN. DOWN L.A. LANDSCAPE ARCHITECT SYM. SYMMETRICAL DR. DOOR LINO LINOLEUM SYS. SYSTEM D.S. DOWN SPOUT L.F. LINEAL FEET DWG. DRAWING LT.WT. LIGHT WEIGHT T. TREAD TB TACK BOARD E. EAST (COORDINATE) MAS. MASONRY T.O.C. TOP OF CURB, CONC. EA. EACH M.B. MACHINE BOLT TEL. TELEPHONE E.B. EXPANSION BOLT M.B. MARKER BOARD TER. TERRAZZO E.J. EXPANSION JOINT M.D.F. MEDIUM DENSITY FIBERBOARD T.O.P. TOP OF PLATE OR PAVEMENT ELEC. ELECTRICAL M.D.O. MEDIUM DENSITY OVERLAY T.P.Q. TOILET PAPER DISPENSER ELEV. ELEVATION M.D.X. MEDIUM DENSITY EXTERIOR OVERLAY T.O.W. TOP OF WALL ENCL. ENCLOSURE MECH. MECHANICAL TYP. TYPICAL EQ. EQUAL MEMB. MEMBRANE U UNFINISHED EQUIP. EQUIPMENT MFG MANUFACTURING U.O.N. . UNLESS OTHERWISE NOTED E.W.C. ELECTRIC WATER COOLER MFR. MANUFACTURER EXT. EXTERIOR MIN. MINIMUM V. VENT (E) EXISTING MIR. MIRROR V.B. VAPOR BARRIER M.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE F.A. FIRE ALARM MTL. METAL F.C.O. FLOOR CLEANOUT W. WEST, WIDTH F.D. FLOOR DRAIN N. NORTH W.G. WATER CLOSET F.D.0 FIRE DEPARTMENT CONNECTION N.I.C. NOT IN CONTRACT WD. WOOD F.E. FIRE EXTINGUISHER NOM. NOMINAL WDW. WINDOW F.E.C. FIRE EXTINGUISHER CABINET N.T.S. NOT TO SCALE W.G. WIRE GLASS F.F. FINISH FLOOR W.H. WATER HEATER F.F.E. FINISH FLOOR ELEVATION O.C. ON CENTER WIN. WINDOW O.F.O.I. OWNER FURNISHED -OWNER INSTALLED F.H. FIRE HYDRANT W.P. WATER PROOFING) FIN. FINISH O.F.G.I. OWNER PROVIDED - CONTRACTOR INSTALLED W.R. WATER RESISTANT O.H. OPPOSITE HAND WT. WEIGHT OPN'G. OPENING W.W.F. WELDED WIRE FABRIC OPP. OPPOSITE W.O.M. WALK OFF MAT LEGEND DIMENSION POINT OR ELEVATION NAME ROOM NAME SYMBOL WALL TYPE RELITE TYPE --- - WINDOW TYPE [XX� X DETAIL NUMBER DETAILS ARC ARCHITECTS MACLEOD RECKORD 181 QUINCY STREET, #301 DAVE RUTHERFORD - PRINCIPAL SHEET NUMBER PORT TOWNSEND, WA 98368 L JENNIFER KIUSALAAS - PROJECT MANAGER INTERIOR ELEVATION 1101 E. PIKE ST. DRAWING NUMBER RI SEATTLE, WA 98122 SHEET NUMBER wall PH: 206- 322 -3322 DRAWING NUMBER EXTERIOR ELEVATION FAX: 206 - 322 -9323 FAX: (206) 323 -9242 EMAIL: wheeler @arcarchitects.com SHEET NUMBER WALL SECTION X DRAWING NUMBER TELEGRAPH ENGINEERING X SHEET NUMBER SCOTT WENGER X DRAWING NUMBER BUILDING SECTION X JOHNPAUL PETERSON FERNDALE, WA 98248 2124 THIRD AVE, SUITE 100 SHEET NUMBER DIMENSION POINT OR ELEVATION NAME ROOM NAME SYMBOL WALL TYPE RELITE TYPE --- - WINDOW TYPE [XX� DESIGN TEAM OWNER REPRESENTATIVE: ARCHITECT: LAN DSCAPE._ARCHITECT: CITY OF PORT TOWNSEND ARC ARCHITECTS MACLEOD RECKORD 181 QUINCY STREET, #301 DAVE RUTHERFORD - PRINCIPAL TERRY RECKORD - PRINCIPAL PORT TOWNSEND, WA 98368 L JENNIFER KIUSALAAS - PROJECT MANAGER 1101 E. PIKE ST. 231 SUMMIT AVENUE EAST RI SEATTLE, WA 98122 SEATTLE, WA 98102 wall PH: 206- 322 -3322 PH: (206) 323 -7919 FAX: 206 - 322 -9323 FAX: (206) 323 -9242 EMAIL: wheeler @arcarchitects.com EMAIL: jenniferk @macleodreckord.com CIVIL ENGINEER: STRUCTURAL ENGINEER: MECHANICAL ENGINEER: TELEGRAPH ENGINEERING d i 3 KEEN ENGINEERING SCOTT WENGER PAUL FAGET - PRINCIPAL FRANK LUFKIN 1920 MAIN STREET, SUITE 17 LARA SIMMONS - PROJECT ENGINEER JOHNPAUL PETERSON FERNDALE, WA 98248 2124 THIRD AVE, SUITE 100 1932 1ST AVENUE, SUITE 307 PH: (360) 380 -1873 SEATTLE, WA 98121 SEATTLE, WA 98101 FAX: (360) 312 -0641 PH: (206) 956 -3745 EMAIL: Scott @telegraph- engineering.com FAX: (206) 443 -4870 FAX: (206) 770 -5941 EMAIL: Isimmons @swensonsayfaget.com EMAIL: frank.lulkin @keeneng.com v 14 i w DESIGN TEAM OWNER REPRESENTATIVE: ARCHITECT: LAN DSCAPE._ARCHITECT: CITY OF PORT TOWNSEND ARC ARCHITECTS MACLEOD RECKORD 181 QUINCY STREET, #301 DAVE RUTHERFORD - PRINCIPAL TERRY RECKORD - PRINCIPAL PORT TOWNSEND, WA 98368 EMILY WHEELER - PROJECT ARCHITECT JENNIFER KIUSALAAS - PROJECT MANAGER 1101 E. PIKE ST. 231 SUMMIT AVENUE EAST DAVID BURNING - PROJECT MANAGER SEATTLE, WA 98122 SEATTLE, WA 98102 PH: (360) 3444616 PH: 206- 322 -3322 PH: (206) 323 -7919 FAX: 206 - 322 -9323 FAX: (206) 323 -9242 EMAIL: wheeler @arcarchitects.com EMAIL: jenniferk @macleodreckord.com CIVIL ENGINEER: STRUCTURAL ENGINEER: MECHANICAL ENGINEER: TELEGRAPH ENGINEERING SWENSON SAY FAGET KEEN ENGINEERING SCOTT WENGER PAUL FAGET - PRINCIPAL FRANK LUFKIN 1920 MAIN STREET, SUITE 17 LARA SIMMONS - PROJECT ENGINEER JOHNPAUL PETERSON FERNDALE, WA 98248 2124 THIRD AVE, SUITE 100 1932 1ST AVENUE, SUITE 307 PH: (360) 380 -1873 SEATTLE, WA 98121 SEATTLE, WA 98101 FAX: (360) 312 -0641 PH: (206) 956 -3745 PH: (206) 770 -7779 EMAIL: Scott @telegraph- engineering.com FAX: (206) 443 -4870 FAX: (206) 770 -5941 EMAIL: Isimmons @swensonsayfaget.com EMAIL: frank.lulkin @keeneng.com ELECTRICAL ENGINEER: TRAVIS FITZMAURICE KEVIN WARTELLE ROOM NAME 701 DEXTER AVENUE N., SUITE 400 ROOM NUMBER SEATTLE, WA 98109 PH. (206) 285 -7228 FAX: (206) 285 -7294 EMAIL: kevin @travisfitzmaurice.com REF. SHEET A7.1 GENERAL NOTES REF. SHEET A7.1 HISTORIC PRESERVATION: KATE JOHNSON 6512 S HUMPHREY ROAD CLINTON, WA 98236 PH: (360) 341 -2553 FAX: (360) 341 -2553 EMAIL: katejahp @whidbey.com 1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES. IF A A CONFLICT ARISES BETWEEN WHAT IS SHOWN IN THE CONTRACT DOCUMENTS AND AN APPLICABLE CODE, PROMPTLY NOTIFY ARCHITECT FOR DETERMINATION ON HOW TO PROCEED. 2. WHERE A CONFLICT ARISES BETWEEN ONE ASPECT OF THE CONTRACT DOCUMENTS AND ANOTHER, SUCH AS A DISCREPANCY BETWEEN THE DRAWINGS AND THE SPEI- FICATIONS, NOTIFY THE ARCHITECT PROMPTLY FOR DETERMINATION ON HOW TO PROCEED. 3. THE CONTRACT DOCUMENTS ARE COMPRISED OF THE DRAWINGS, PROJECT MANUAL, AND ADDENDA, (IF ANY). THE CONTRACT DOCUMENTS ARE CONSIDERED INCOMPLETE UNLESS ALL ELEMENTS LISTED ARE PRESENT. GEOTECHNICAL- ZIPPER ZEMAN DAVE BASKA 5113 PACIFIC HIGHWAY EAST SUITE #1 -P FIFE WA 98424 PH: (253) 896 -5082 FAX: (253) 896 -5086 4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. 5. THE LOCATION OF EXISTING CONSTRUCTION IS SHOWN BASED UPON AVAILABLE AS -BUILT INFORMATION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. 6. DO NOT SCALE THE DRAWINGS FOR DIMENSIONS. WHERE THERE IS A DISCREPANCY BETWEEN WRITTEN DIMENSIONS AND ACTUAL CONDITIONS, CONTACT THE ARCHITECT FOR INTERPRETATION. LEGAL DESCRIPTION LOTS 6,7, & 8 WITHIN BLOCK 44, ORIGINAL TOWN OF PORT TOWNSEND IN THE SW 1/4, SECTION 1, TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M.; CITY OF PORT TOWNSEND, JEFFERSON COUNTY, WASHINGTON VICINITY MAP O F�g00 is NO xa�s: x xa s:x�s�n�s a rc.a� x a� DRAWING LIST T1.1 GENERAL INFORMATION T1.2 ZONING AND CODE T1.3 SITE SURVEY All SITE PLAN CIVIL C1.0 DEMOLITION PLAN C1.1 EROSION AND SEDIMENTATION CONTROL PLAN C1.2 DIMENSION PLAN C2.0 GRADING AND DRAINAGE PLAN C2.1 UTILITY PLAN C3.0 SITE DETAILS C3.1 UTILITY DETAILS C3.2 SECTION AND DETAILS LANDSCAPE L1 SITE LAYOUT PLAN L1.1 SITE SCORING LAYOUT PLAN L2 PLANTING PLAN L3 PLANT SCHEDULES AND NOTES L4 DETAILS L5 DETAILS L6 DETAILS L7 DETAILS ARCHITECTURAL A2.1 1ST FLOOR PLAN A2.2 2ND FLOOR PLAN A2.3 3RD FLOOR PLAN A2.4 ROOF PLAN All EXTERIOR ELEVATIONS A3.2 BUILDING & STAIR SECTIONS A3.3 ELEVATOR & STAIR SECTIONS A4.0 WALL SECTIONS A5.1 INTERIOR ELEVATIONS A5.2 INTERIOR ELEVATIONS A5.3 INTERIOR ELEVATIONS A5.4 INTERIOR ELEVATIONS A6.1 1ST FLOOR REFLECTED CEILING PLAN A6.2 2ND FLOOR REFLECTED CEILING PLAN A6.3 3RD FLOOR REFLECTED CEILING PLAN A7.1 DOOR, WINDOW, AND RELITE SCHEDULES A7.2 FINISH SCHEDULES AND PLANS A8.1 DETAILS A8.2 DETAILS A8.3 DETAILS A9.1 DETAILS A92 DETAILS A9.3 DETAILS HISTORIC PRESERVATION H1.1 BASEMENT AND CEILING DEMOLITION PLANS H1.2 1ST FLOOR AND CEILING DEMOLITION PLANS H1.3 2ND FLOOR AND CEILING DEMOLITION PLANS H2.1 BASEMENT FLOOR PLAN / RCP H2.2 1 ST FLOOR PLAN / RCP H2.3 SECOND FLOOR PLAN / RCP H2.4 ROOF PLAN AND DETAILS - -___= ________ _______ =__________ __ __ _____ ----------------- - -- -------------- H3.1 BUILDING CROSS SECTIONS H4.1 SOUTH AND WEST ELEVATION H4.2 NORTH AND EAST ELEVATION H6.1 DETAILS H6.2 DETAILS STRUCTURAL S1.1 GENERAL STRUCTURAL NOTES S1.2 GENERAL STRUCTURAL NOTES S2.1 OCH FOUNDATION PLAN S2.2 OCH 1ST FLOOR FRAMING -ANNEX FOUNDATION S2.3 ANNEX SECOND FLOOR FRAMING S2.4 ANNEX 3RD FLR / OCH 2ND FLR FRAMING PLAN S2.5 ANNEX / OCH ROOF FRAMING PLAN S3.1 FOUNDATION DETAILS S3.2 FOUNDATION DETAILS S4.1 STEEL DETAILS S4.2 BRACED FRAME ELEVATIONS AND DETAILS S4.3 CANOPY FRAMING & LOBBY STAIR / BALCONY FRAMING S5.1 FRAMING DETAILS S5.2 FRAMING DETAILS S5.3 FRAMING DETAILS S6.1 DETAILS S6.2 DETAILS S6.3 DETAILS MECHANICAL MOA SYMBOLS, DRAWING LIST AND NOTES M0.2 MECHANICAL SCHEDULES M03 MECHANICAL SCHEDULES M1.0 SITE AND ROOF PLAN M1.1 FIRST AND SECOND LEVEL H.V.A.C. PLAN M1.2 THIRD LEVEL H.V.A.C. PLAN M2.1 FOUNDATION AND FIRST LEVEL PLUMBING PLAN M2.2 SECOND AND THIRD LEVEL PLUMBING PLAN M3.1 HEATING WATER DIAGRAM M4.1 MECHANICAL DETAILS M4.2 MECHANICAL DETAILS ELECTRICAL E1.0 LEGEND E1.1 ELECTRICAL SITE PLAN E2.1 1ST FLOOR LIGHTING PLAN E22 2ND FLOOR LIGHTING PLAN E2.3 3RD FLOOR LIGHTING PLAN E3.1 1ST FLOOR POWER PLAN E3.2 2ND FLOOR POWER PLAN E3.3 3RD FLOOR POWER PLAN E4.1 1ST FLOOR COMM PLAN E4.1- 2ND FLOOR COMM PLAN E43RD FLOOR COMM PLAN E5. DIAGRAM & SCHEDULES ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM 42898 REGISTERED A HI TECT DA J.RUTHERFORD STATE OF WASHINGT Z O H NZ -O J_ o 00 � z =o � Wa Z X 3 �W o z a 11= °C � °z ISSUE DATE: 06 -18-04 MARK DATE DESCRIPTION CONTENTS: GENERAL INFO. SCALE: NA DRAWN: EGW CHECKED: DR PROJECT NO: 2001564 SHEET: I I 3rd FLOOR PLAN SCALE: 1/16" = 1' -0" 102 5F/ 7= THIS OE L_ FIGE OL.: 1 Id 5F/ = 2 5F /100 = WE MEMOr I I I — — — 4 WfTHE 13RICK - - 2 HR stvAlunoN v+nLt 2nd FLOOR PLAN SCALE: 1/16" = V -0" -- I -- -8- II I I ALLOWABLE PER TABLE 5B: 3 FLOORS/ 14,000 SF X 2 " SQUARE FEET: H - 0 0 0 b THIRD FLOOR: 4,002 SF TOTAL: 11,795 SF PLUMBING FIXTURES: 11,795 SF / 200 SF = 59 PEOPLE 12 SEXES = 30 PER SEX 2 HR 5EPARATION WALL FROM THE CHART - 2 FIXTURES PER SEX ARE REQUIRED 1 FIXTURE PER SEX 1ST AND 2ND FLR PLUS URINAL ON 1 ST FLOOR 1 DRINKING FOUNTAIN IS REQUIRED AND IS LOCATED ON 1ST FLOOR I 1 I � l�� - -,■ 2 5TORA0E OL: LO,MOE OL.: FJ:IT 151 5F/ 300= 1 asm 213 5F/ 15= 14 MOT INCLUDED) *� MDT INCLUDED) •'r �: . - _ OFFICE O.L -- s — — SFlTOD= T � MOT INCLUDED) GONF. OL, ,er9u.� I 22b 5F/ 15= 15 � _ I OFFICE OL • =� • 3rd FLOOR PLAN SCALE: 1/16" = 1' -0" 102 5F/ 7= THIS OE L_ FIGE OL.: 1 Id 5F/ = 2 5F /100 = WE MEMOr I I I — — — 4 WfTHE 13RICK - - 2 HR stvAlunoN v+nLt 2nd FLOOR PLAN SCALE: 1/16" = V -0" OFFI OL 823 F/ 100= Q EcO— — IDO= 2 — 7, 8 LOBBY O.L_ 377 5F/ 7= 54 I Dx T go 1st FLOOR PLAN SCALE: 1116" = 1' -0" 77- I 1 I I w T I IN iC~: 16 1 I — I — 32 NA I fl GENERAL CODE NOTES: O.L. = OCCUPANT LOAD 504.6.4 AREA SEPARATION WALLS SHALL EXTEND VERTICALLY FROM THE FOUNDATION TO AT LEAST 30" ABOVE THE ROOF. PER UBC 1003.2.2.2.1 EXCEPTION: ACCESSORY USE SPACES (SUCH AS OFFICE LOUNGES, STORAGE AREAS AND WORK ROOMS) DO NOT NEED TO BE INCLUDED IN OCCUPANT LOAD OF THE BUILDING. CODE NOTES BY FLOOR: THIRD FLOOR: 20 +2 +23 +7 +37= 89 +14= 103/2= 51 AND 52 AT EACH EXIT NOTE 1: 1 PER UBC 1003.2.223: ONE PERSON FOR EACH 18" OF BENCH LENGTH 11' -0" BENCH / 1.5'X 10 BENCHES = 70 + 7 FOR COUNCIL 7712 = 38 EACH EXIT I I 504.6.4 AREA SEPARATION WALLS - OPENINGS SHALL BE --0 1 -1/2 HR. RATED I a I OEM I SECOND FLOOR: 2 +2 +2 +10 +7 +17 +16 +17 =73/2= 36 AND 37 EACH EXIT FIRST FLOOR 2 +2 +2 +9 +8=23 / 2= 11 +12 = 12 AT EXIT 11 +15 +54 =80 AT LOBBY EXIT PER UBC 1005.2.3: IN OFFICE BUILDINGS ONE EXIT MAY PASS THROUGH A STREET -FLOOR LOBBY, PROVIDED THAT THE ENTIRE FLOOR IS PROTECTED BY A SPRINKLER SYSTEM APPLICABLE CODES 1997 UNIFORM BUILDING CODE 2001 WASHINGTON STATE ENERGY CODE 2000 UNIFORM PLUMBING CODE 1997 UNIFORM MECHANICAL CODE 1997 UNIFORM FIRE CODE ZONING DATA ZONING: CIVIC DISTRICT SITE AREA: 18,143 SF LOT COVERAGE: EXISTING BUILDING: 5,950 SF NEW BUILDINGA145 SF TOTAL: 10,095 SF NEW BLDG. HEIGHT: 38' -0" EXISTING HEIGHT OCH: 40' -2" SETBACKS: ZONING ONLY REQUIRES ZERO LOT LINE ON MADISON STREET PARKING: SEE SITE PLAN SHT. A1.1 EXISTING STREET PARKING MADISON STREET: 10 ANGLE AND 2 PARALLEL = 12 SPACES WASHINGTON STREET: 4 PARALLEL NEW STREET PARKING: MADISON STREET: 18 ANGLE PARKING = ADD OF 6 SPACES WASHINGTON STREET: 2 PARALLEL = LOSS OF 2 SPACES STREET PARKING ADDED = 4 NEW SPACES 7,075 SF OFFICE / 300 = 24 SPACES REQUIRED CREDIT FOR HISTORIC DISTRICT = (10) SPACES CREDIT FOR 4 ADD'L ON STREET SPACES x 2 = (8) SPACES ON SITE PARKING SPACES REQUIRED = 6 SPACES - APPLICANT IS PROVIDING 7 SPACES PER TABLE 11 -F: (1) ACCESSIBLE PARKING SPACE IS REQUIRED PER 1107.1.6: THE ACCESSIBLE PARKING SPACE SHALL BE LOCATED AT "THE SHORTEST POSSIBLE ACCESSIBLE ROUTE OF TRAVEL TO THE ACCESSIBLE BUILDING ENTRANCE." THE ON -SITE PARKING IS FOR CITY VEHICLES AND WILL NOT BE AVAILABLE TO THE PUBLIC PARKING, THE PUBLIC ENTRANCE TO THE ANNEX IS MID -BLOCK ON MADISON AND THE ACCESSIBLE ENTRANCE TO EXISTING CITY HALL IS ALSO ON MADISON, CLOSER TO WATER STREET, THE BEST LOCATION FOR THE ACCESSIBLE PARKING SPACE IS BETWEEN THESE ENTRANCES WITH THE SIDEWALK ACCESS LOCATED AT THE EXISTING CURB CUT FOR THE OLD FIRE HALL. AS SHOWN ON THE PLANS (2) ACCESSIBLE PARKING SPACES WILL BE LOCATED ON MADISON STREET FOR EASE OF ACCESS. BUILDING CODE DATA OLD CITY HALL BUILDING - EXISTING OCCUPANCY: B A.3 COUNCIL CHAMBERS CONSTRUCTION TYPE: TYPE VN ALLOWABLE PER TABLE 5B: 2 FLOORS/ 8,000 SF X 2 PER 504.2 = 16,000 SF EXISTING SQUARE FEET: BASEMENT: 3,389 SF FIRST FLOOR: 4,792 SF MEZZANINE: 462 SF SECOND FLOOR: 5,050 SF TOTAL: 13.693 SF 2 HR. SEPARATION WALL WILL BE REQUIRED PER 504.6.2 THE ADDITION WILL MAINTAIN 30" BELOW THE EXISTING PARAPET PER 504.6.4 FOR TERMINATING SEPARATION WALLS -ALL OPENINGS REQUIRE 1 -112 HOUR RATINGS ANNEX ADDITION - NEW CONSTRUCTION OCCUPANCY: -- I -- -8- II I I ALLOWABLE PER TABLE 5B: 3 FLOORS/ 14,000 SF X 2 " SQUARE FEET: H - -- -- 4 WfTHE HRIGK - b THIRD FLOOR: 4,002 SF TOTAL: 11,795 SF PLUMBING FIXTURES: 11,795 SF / 200 SF = 59 PEOPLE 12 SEXES = 30 PER SEX 2 HR 5EPARATION WALL FROM THE CHART - 2 FIXTURES PER SEX ARE REQUIRED 1 FIXTURE PER SEX 1ST AND 2ND FLR PLUS URINAL ON 1 ST FLOOR 1 DRINKING FOUNTAIN IS REQUIRED AND IS LOCATED ON 1ST FLOOR 2 5TORA0E OL: LO,MOE OL.: FJ:IT 151 5F/ 300= 1 asm 213 5F/ 15= 14 MOT INCLUDED) *� MDT INCLUDED) •'r �: . - _ OFFICE O.L -- s — — SFlTOD= T MOT INCLUDED) GONF. OL, 22b 5F/ 15= 15 - _ OFFICE OL 1525F/10D OFFI OL 823 F/ 100= Q EcO— — IDO= 2 — 7, 8 LOBBY O.L_ 377 5F/ 7= 54 I Dx T go 1st FLOOR PLAN SCALE: 1116" = 1' -0" 77- I 1 I I w T I IN iC~: 16 1 I — I — 32 NA I fl GENERAL CODE NOTES: O.L. = OCCUPANT LOAD 504.6.4 AREA SEPARATION WALLS SHALL EXTEND VERTICALLY FROM THE FOUNDATION TO AT LEAST 30" ABOVE THE ROOF. PER UBC 1003.2.2.2.1 EXCEPTION: ACCESSORY USE SPACES (SUCH AS OFFICE LOUNGES, STORAGE AREAS AND WORK ROOMS) DO NOT NEED TO BE INCLUDED IN OCCUPANT LOAD OF THE BUILDING. CODE NOTES BY FLOOR: THIRD FLOOR: 20 +2 +23 +7 +37= 89 +14= 103/2= 51 AND 52 AT EACH EXIT NOTE 1: 1 PER UBC 1003.2.223: ONE PERSON FOR EACH 18" OF BENCH LENGTH 11' -0" BENCH / 1.5'X 10 BENCHES = 70 + 7 FOR COUNCIL 7712 = 38 EACH EXIT I I 504.6.4 AREA SEPARATION WALLS - OPENINGS SHALL BE --0 1 -1/2 HR. RATED I a I OEM I SECOND FLOOR: 2 +2 +2 +10 +7 +17 +16 +17 =73/2= 36 AND 37 EACH EXIT FIRST FLOOR 2 +2 +2 +9 +8=23 / 2= 11 +12 = 12 AT EXIT 11 +15 +54 =80 AT LOBBY EXIT PER UBC 1005.2.3: IN OFFICE BUILDINGS ONE EXIT MAY PASS THROUGH A STREET -FLOOR LOBBY, PROVIDED THAT THE ENTIRE FLOOR IS PROTECTED BY A SPRINKLER SYSTEM APPLICABLE CODES 1997 UNIFORM BUILDING CODE 2001 WASHINGTON STATE ENERGY CODE 2000 UNIFORM PLUMBING CODE 1997 UNIFORM MECHANICAL CODE 1997 UNIFORM FIRE CODE ZONING DATA ZONING: CIVIC DISTRICT SITE AREA: 18,143 SF LOT COVERAGE: EXISTING BUILDING: 5,950 SF NEW BUILDINGA145 SF TOTAL: 10,095 SF NEW BLDG. HEIGHT: 38' -0" EXISTING HEIGHT OCH: 40' -2" SETBACKS: ZONING ONLY REQUIRES ZERO LOT LINE ON MADISON STREET PARKING: SEE SITE PLAN SHT. A1.1 EXISTING STREET PARKING MADISON STREET: 10 ANGLE AND 2 PARALLEL = 12 SPACES WASHINGTON STREET: 4 PARALLEL NEW STREET PARKING: MADISON STREET: 18 ANGLE PARKING = ADD OF 6 SPACES WASHINGTON STREET: 2 PARALLEL = LOSS OF 2 SPACES STREET PARKING ADDED = 4 NEW SPACES 7,075 SF OFFICE / 300 = 24 SPACES REQUIRED CREDIT FOR HISTORIC DISTRICT = (10) SPACES CREDIT FOR 4 ADD'L ON STREET SPACES x 2 = (8) SPACES ON SITE PARKING SPACES REQUIRED = 6 SPACES - APPLICANT IS PROVIDING 7 SPACES PER TABLE 11 -F: (1) ACCESSIBLE PARKING SPACE IS REQUIRED PER 1107.1.6: THE ACCESSIBLE PARKING SPACE SHALL BE LOCATED AT "THE SHORTEST POSSIBLE ACCESSIBLE ROUTE OF TRAVEL TO THE ACCESSIBLE BUILDING ENTRANCE." THE ON -SITE PARKING IS FOR CITY VEHICLES AND WILL NOT BE AVAILABLE TO THE PUBLIC PARKING, THE PUBLIC ENTRANCE TO THE ANNEX IS MID -BLOCK ON MADISON AND THE ACCESSIBLE ENTRANCE TO EXISTING CITY HALL IS ALSO ON MADISON, CLOSER TO WATER STREET, THE BEST LOCATION FOR THE ACCESSIBLE PARKING SPACE IS BETWEEN THESE ENTRANCES WITH THE SIDEWALK ACCESS LOCATED AT THE EXISTING CURB CUT FOR THE OLD FIRE HALL. AS SHOWN ON THE PLANS (2) ACCESSIBLE PARKING SPACES WILL BE LOCATED ON MADISON STREET FOR EASE OF ACCESS. BUILDING CODE DATA OLD CITY HALL BUILDING - EXISTING OCCUPANCY: B A.3 COUNCIL CHAMBERS CONSTRUCTION TYPE: TYPE VN ALLOWABLE PER TABLE 5B: 2 FLOORS/ 8,000 SF X 2 PER 504.2 = 16,000 SF EXISTING SQUARE FEET: BASEMENT: 3,389 SF FIRST FLOOR: 4,792 SF MEZZANINE: 462 SF SECOND FLOOR: 5,050 SF TOTAL: 13.693 SF 2 HR. SEPARATION WALL WILL BE REQUIRED PER 504.6.2 THE ADDITION WILL MAINTAIN 30" BELOW THE EXISTING PARAPET PER 504.6.4 FOR TERMINATING SEPARATION WALLS -ALL OPENINGS REQUIRE 1 -112 HOUR RATINGS ANNEX ADDITION - NEW CONSTRUCTION OCCUPANCY: B CONSTRUCTION TYPE: TYPE V -1 HR. WITH SPRINKLER SUBSTITUTION ALLOWABLE PER TABLE 5B: 3 FLOORS/ 14,000 SF X 2 PER 5042 = 28,000 SF SQUARE FEET: FIRST FLOOR: 3,879 SF SECOND FLOOR: 3,914 SF THIRD FLOOR: 4,002 SF TOTAL: 11,795 SF PLUMBING FIXTURES: 11,795 SF / 200 SF = 59 PEOPLE 12 SEXES = 30 PER SEX FROM THE CHART - 2 FIXTURES PER SEX ARE REQUIRED 1 FIXTURE PER SEX 1ST AND 2ND FLR PLUS URINAL ON 1 ST FLOOR 1 DRINKING FOUNTAIN IS REQUIRED AND IS LOCATED ON 1ST FLOOR ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM REGISTERED ARCHITECT r rsoy+wow, J. RUTHERFORC OF WASHINGTO Z O Z O � ao W Wa cc Z 3 �W p aZ ~ =a Q O Z L 04 ISSUE DATE: 06 -18-04 MARK DATE DESCRIPTION 6.18 -04 1 BID DOCUMENTS CONTENTS: ZONING & CODE INFORMATION SCALE: DRAWN: EGW - CHECKED: DR PROJECT NO: 2001564 SHEET: T1.2 TOPOGRAPHIC MAP \ STORM CATCH BASIN DGE OF VEMENT RIM EL.=13,87 Pfoo a �� s\ 10' CONC. I.E. =10.8' e e "f 10" �� ° CURB AND ._ IPE DESTINATIONS UNMARKED) WITHIN BLOCK 44, ORIGINAL TOWN OF PORT TOWNSEND IN NGS BENCH MARK \GUTTER THE SW 114, S.S. MANHOLE EL.= 15.02' f RIM EL MANHOLE SECTION 1, TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M.; Ss ss '� —RIM BASIS OF BEARINGS: LN EL. =3.73' WOOD BOARD �� \ I TOWNSEND, FENCEi,; �s CITY OF PORT TOWNSEND JEFFERSON COUNTY, WASHINGTON WASHINGTON COORDINATE SYSTEM OF 1983, ADJUSTMENT 1991, NORTH ZONE, NORTH AMERICAN DATUM (NAD 83191). 55 PREPARED FOR \, ESTABLISHED BY FIELD TIES TO CITY OF PORT TOWNSEND \ t2 "MAPLE% STORM CATCH BASIN GEODETIC CONTROL POINTS #0010170 AND #0010172. 99 7r y OF J�� }�%��,�] =' RIM EL. = 13.69' 10" CONC. OUT I,E, =12.3' Lt C_7 � Y YO VV UU 0INT © (SEE VOL. 19 OF SURVEYS, PAGES 61 -70 FOR FURTHER INFORMATION REGARDING GEODETIC CONTROL POINTS.) EV�i ✓.E9 «; \ Ns (PIPE DESTINATION UNMARKED) S \Q A7HLElIC HELD 14 "MAPLE 5` / ' 1, , 'o' \'< \ \ \� AS -BUILT VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM (NAND OF 1988 ( ) w z GATE �� 9a� �� 9`Z' > 6�P�� \ J' \ STREET CENTERLINE ESTABLISHED BY FIELD TIES TO CITY OF PORT TOWNSEND GEODETIC CONTROL POINTS #0010170 AND 110010172. Y vr. ,, \ R V A WOOD BOARD 14 "MAPLE yg2 \� "' ss FENCE i '` \ n EQUIPMENT: LIE7Z SET -38 3° TOTAL STATION z g V� W 14 "MAPLE \ r rg "' j ° S.S. MANHOLE �I CONCRETE RIM EL.= 15.23' i / �ApIE WALL \ GRAVEL \ "�p'j \ \. \\ FLOWLINE EL. =5.83' 8 \D�,14 P�� / 5° 12 \ c� \ \ NOTE: THIS YAP IS BASED ON FIELD SURVEY CANNON ��` y� 5 15 ''' M�prF `,f PARKIN ��" �\ s A \?,. �j CONDUCTED DURING OCTOBER, 2002. > ENTRANCE -�C _ • s \ � ! BUILDING \',,\ \; / THE LOCATION OF AND INFORMATION REGARDING UNDERGROUND UTILITY LINES AND STRUCTURES IS BASED ON SURFACE MARKINGS TO FIELD i , \ `•, \\ s> i 1 4\ � o , F^ Oo \ \ BY OTHERS AND INFORMATION OF RECORD AS AVAILABLE, AND MUST BE VERIFIED PRIOR TO CONSTRUCTION. CANNON / 1$ s\ \\ \ : �� CATCH BASIN W �` STORM y RIM EL. =8.22' WOOD BOARD j��` r " PVC I.E. -7.3' 4 CONCRETE P FENCE S` g` 4� \ 4" IRON I.E. =7.3' SLAB Gq` ss soti�P PAVE PAM;AG �, /' 12 "MAPLE � 1 .lsso \ I 1 rp \ �,A\\ i� Q LLJ I R 1y i 5£R�\ S. S. MANHOLES ! ' i -� 34 \ \ \ , ss\ a N \\ STORM CATCH BASIN U_ Z EDGE OF 7 55 RIM EL. =14--5 \ \ \ \ PAVEMENT S CONCRETE RAMP \ a/ ,0 1 p 8" PVC�IN 1. E. = 7'� r 0� ' EX -r \.- \ \ s RIM EL. = 12.96' T 8" CONC. OUT I.E. =10.9 2 ~ O W ��P�� • • LOWLINE EL. =7.9 �� (A LT CUR SLAB \ \ \ \ \ y \0 • 3T-ORM TCH�BASIN i \ �`� \ \ \ RIM L.- 4.02'' r% b \ s as.6e PROPANE ° \� %� - - -'`, \ Q (� O Q J � F- V) >Y >` LLJ V) LEGEND: (EXCEPT AS OTHERWISE INDICATED) i 5 8" P� 1. .= 13.4,' ,i' 01 N, �1 1 a TANK W/ o (PIPE dSTlfv#iTION UNMARKE • \ �� +. GUARD POSTS `��,.. F '" ''% • • GRAVEL I � MONUMENT CASE (EMPTY) sN s O p O �( O � U Z Z O .-.,.,CITY PROPERTY LINE PLATTED STREET CENTERLINE s D � � \ ,• • ,., ` � � LA TTED °� ; -'" <� _ , �� ; . AMERICAN LEGION HALL \ GRAVEL \ \ � S.S. MANHOLE \ \ RIM EL. = 14.08' F` Z � O � � - - � l (�. STREET CENTERLINE % \ • �� \ �-;' 3.� � vN FL EL, �- d �-- -- - - -... ASBUILT CENTERLINE ...EDGE OF PAVEMENT < ;' .., ,• �, \ BURRITO i PARKING/ ED E OF'--, T PROPANE \ J •i. N cT �-, �- PAVEMENT � -� � � P � � � TANK W/ � • PLAQUE � i` STORM MANHOLE � RIM EL. ` U C _ - - - - - - _.EDGE _...— ...... _ OF GRAVEL ...GUTTER LINE DEPOT � o \ >\ � � � ,= '; za GUARD POSTS O PAN / �� \ \'. -` \ \ r \� 8" CONC. IN 1. E. =8.1 C. �� (TIDE IN) WATER LEVEL EL. =5,1' � - - - _ - - _ _ _ TOP BACK OF CURB LINE ...BUILDING LIVE 4 v �� CA set [ D' C INC TEO� �'� P \ - -> - - -- i ` \ r \ 1� PRO_ -ANE %' L,� / i' - \ ai 6 "NOEL \ DIVE \ LP LANDSCAPfNG 47+NK W7 LAWN %' �� i A GUARD POSTS S.S. MANHOLE I RIM EL. =14.10 �L -ss ss— EDGE OF CONCRETE ...LANDSCAPE LINE UNDERGROUND SANITARY LINE ...UNDERGROUND STORM LINE CONCRETE WALL \ ,,. �1yP _Ai \ \ 0 J EDG OF \ �, ®� LAWN r % -\ y y �P� -- pe p CONCRETE CfR' HALL AND - GRA VEL SLAB �/� o �� ,trNrgr< '.<, � � � MUSEUM i LAWN yt,_._.% `� �• WOOD FENCE " ss FLOWLINE EL. = -0.8' j _ s ,1�� _ w -ST sr— _UNDERGROUND WATER LINE FENCE LINE PARKING 8 "MA.P f / p BRUSH _ \2 /L � %�' ; -F �+ � �, FINISHED, F�QOR � f .. \y o� t � \ `tp�0. �� \ EL =7.90' BASEMENT " , CONTROL VALVE BELOW MANHOLE ' f , ' -- -�cr U„ . UNDERGROUND TELEPHONE LINE PQ� ® - -._ -� ✓ STAIRWAY -i� vv/ 5� y� j :'% \� ,r -% ? O 6+, (BASEMENT) SANITARY SEWER PUMP STATION 15 STRIPING LINE ..INDEX CONTOUR 5 FOOT INTERVAL ( ) 6 % �' ` , ` - < "� f' \ \may STAIRWAY P G` �/ '" PP ;% /` GRAVEL \ a \ , \\ (ENTRANCE) OED Q J 9LgL 55 /1 WOOD BOARD �� > 12,, .',, i C ` / r STORM MANHOLE RIM EL= 14.10' V CONTOUR 1 FOOT INTERI /AL ,..DECIDUOUS TREE, (TRUNK DIAMETER % L FENCE \/ \ ��/ i i `L % ,; %' / STORM CATCH ASIN DECK RIM EL. = 13.63' \\ ' (TIDE IN) WATER LEVEL EL. =5.0' AND SPECIES IF KNOWN) 8;" CONC. OUT 1, =12.0 - CONIFEROUS TREE, (TRUNK DIAMETER � • � S P� -� %' . � -' % � ' / /`�- 'WATER VALVE GE i' � � °O } AND SPECIES IF KNOWN) ...SUSH /SHRUB MOVABLE GRASS EL SARAPE FENCES \ i 5 ' "PINE Ln o • ._.GUARD POST FOR PROPANE TANK MOVABLE n GRO v .: % 8 RESTAURANT / I BUILDING PROPANE TANK . -- .. SANITARY SEWER MANHOLE�y t GRAVEL S �� \' Ln SURVEY MONUMENT ...STORM MANHOLE \ pE 8j y r' j� P��gipv"- CTfY PARK IV r ono ®...WATER METEP, ...UTILITY POLE BELOW MANHOLE �1 0 a 0�0 00 ....GUY WIRE ANCHOR \ GROyy� / STORM MANHOLE �1 o <c a PLANTER ° v o D4 ...TELEPHONE RISER WATER VALVE GRAVEL RIM EL. = 14.56' STREET MONUMENT !` S.S. MANHOLE PATH 8" CONC. IN LE =10.1' LEAD �y .,.FIRE HYDRANT STREET LIGHT PLUG IN CONCRETE ;..E; ®8" RIM EL.= 14,60' EDGE OF 10" CONC. IN I.E. =7,5' INSIDE STEEL CASE FLOWLINE EL. =0.2' PAVEMENT (TIDE !N) WATER LEVEL EL. =4.9' TOP OF LEAD PLUG EL.= X4.09' \ o z o a- 8 y \O�wPX� / STORM EI..,STORM ...SIGN CATCH BASIN CATCH BASIN i RIM EL. = 13.57' POLICE 10' CONC. OUT LE =8.7' ® ...POWER BOX / STATION �.l 74.6,0 -'- ...GROUND ELEVATION (U.S. SURVEY FEET) TELEPHONE BOOTH V / SHEET J�NALLAN�� -30' 0 30' 60• 90' - MnM J/ °.2/04 T1*3 CONTOUR INTERVAL = 1 F007 DATE; N�oi JOB NO. 00213 - • or I — CUT AND REPAIR ASPHALT STREET AS REQUIRED - 5EE CIVIL I II EXIST. MANHOLE - SEE CIVIL CUT AID REPAIR ASPHALT 5TREET A5 REQUIRED TO MAKE CONFECTION TO EXIST. STORM - SEE CIVIL r' (� E) GB SITE PLAN SCALE: 1" = 10'-0" TP EXI5TIN6 MANHOLE - SEE GIVL FOR NEW WORK TRANSFORMER 4 BELOW 6RADE VAULT PER ELEG. LANP%APIW6 AND LOW. MADISON STREET 0 5 10 16 20 PROJECT NORTH NORTH LIMITS OF C 61RXTION FENDING - TEMPORARY EXTEN51OW CAN BE ARRAWGED WITH THE CITY AS REQUIRED. GENERAL NOTES: 1. FOR PARKING AND OTHER CODE INFORMATION SEE SHEET T1.2 2. REFERENCE SURVEY AND SOILS REPORTS FOR ADDITIONAL SITE INFORMATION. 1 ALL WORK TO BE COORDINATED WITH CIVIL AND LANDSCAPE DRAWINGS 4. COORDINATE WITH MECHANICAL AND ELECTRICAL WORK ION MAINTAIN ON WATER 5CAFFOLDIN6 PROTECT H W H C9 Fm ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM REGISTERED HITS T J.RUTHERFORC OF WASHINGTO Z O N aZ ~o J_ a ao Z = Q W Wa U) 3: mi W O aZ F. = Z a _Z 014 ISSUE DATE: 06 -18-04 MARK DATE DESCRIPTION 6 -1804 7BID DOCUMENTS CONTENTS: SITE PLAN SCALE: 1" = W -0' : EGW CHECKED: DR CUT AID REPAIR ASPHALT 5TREET A5 REQUIRED TO MAKE CONFECTION TO EXIST. STORM - SEE CIVIL r' (� E) GB SITE PLAN SCALE: 1" = 10'-0" TP EXI5TIN6 MANHOLE - SEE GIVL FOR NEW WORK TRANSFORMER 4 BELOW 6RADE VAULT PER ELEG. LANP%APIW6 AND LOW. MADISON STREET 0 5 10 16 20 PROJECT NORTH NORTH LIMITS OF C 61RXTION FENDING - TEMPORARY EXTEN51OW CAN BE ARRAWGED WITH THE CITY AS REQUIRED. GENERAL NOTES: 1. FOR PARKING AND OTHER CODE INFORMATION SEE SHEET T1.2 2. REFERENCE SURVEY AND SOILS REPORTS FOR ADDITIONAL SITE INFORMATION. 1 ALL WORK TO BE COORDINATED WITH CIVIL AND LANDSCAPE DRAWINGS 4. COORDINATE WITH MECHANICAL AND ELECTRICAL WORK ION MAINTAIN ON WATER 5CAFFOLDIN6 PROTECT H W H C9 Fm ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM REGISTERED HITS T J.RUTHERFORC OF WASHINGTO Z O N aZ ~o J_ a ao Z = Q W Wa U) 3: mi W O aZ F. = Z a _Z 014 ISSUE DATE: 06 -18-04 MARK DATE DESCRIPTION 6 -1804 7BID DOCUMENTS CONTENTS: SITE PLAN SCALE: 1" = W -0' DRAWN: EGW CHECKED: DR PROJECT NO: 2001564 Iq • j: CUT AID REPAIR ASPHALT 5TREET A5 REQUIRED TO MAKE CONFECTION TO EXIST. STORM - SEE CIVIL r' (� E) GB SITE PLAN SCALE: 1" = 10'-0" TP EXI5TIN6 MANHOLE - SEE GIVL FOR NEW WORK TRANSFORMER 4 BELOW 6RADE VAULT PER ELEG. LANP%APIW6 AND LOW. MADISON STREET 0 5 10 16 20 PROJECT NORTH NORTH LIMITS OF C 61RXTION FENDING - TEMPORARY EXTEN51OW CAN BE ARRAWGED WITH THE CITY AS REQUIRED. GENERAL NOTES: 1. FOR PARKING AND OTHER CODE INFORMATION SEE SHEET T1.2 2. REFERENCE SURVEY AND SOILS REPORTS FOR ADDITIONAL SITE INFORMATION. 1 ALL WORK TO BE COORDINATED WITH CIVIL AND LANDSCAPE DRAWINGS 4. COORDINATE WITH MECHANICAL AND ELECTRICAL WORK ION MAINTAIN ON WATER 5CAFFOLDIN6 PROTECT H W H C9 Fm ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM REGISTERED HITS T J.RUTHERFORC OF WASHINGTO Z O N aZ ~o J_ a ao Z = Q W Wa U) 3: mi W O aZ F. = Z a _Z 014 ISSUE DATE: 06 -18-04 MARK DATE DESCRIPTION 6 -1804 7BID DOCUMENTS CONTENTS: SITE PLAN SCALE: 1" = W -0' DRAWN: EGW CHECKED: DR PROJECT NO: 2001564 SHEET: Al A 3 3 n ;4 2 ZK STA 2 +19 FROM EXISTING CURB TO 25' L STA 2 +09 FROM 25' L TO 15' L ' PRESERVE EXISTING SIGN — I W STA 2 +44 TO STA 2 +19 ---- -ft END REMOVE SIDEWALK AT JOINT AT EXIST WATER METER REMOVE EXISTING CURB REMOVE TREE —J '-- SAWCFLT AND ftEMOVE _ - - �.A£ "PA'VE,MFNT•FOR_ - UTTLyTY "R+ISTALLATION 2 0 STA 2 +01 TO STA 2 +09 STA 2 +01 FROM EXISTI STA 2 +09 TO STA 2 +19 CURB TO 1F L t W Run V I O K SAWCUT ASPHAL PROTECT PROTECT REMOVE AND EXISTING SIGN EXISTING BUILDING PRESERVE EXISTING STORMWATER INFILTRATION SYSTEM (APPROX LOCATION) AS -BUILT INFORMATION UNKNOWN REMOVE Y f REMQVE SIGN `,. EXISTING CURB 1, & SAl UAGE _SS— — — a ABANDON EXISTING SSMH AFTER REROUTING SEWER / I STA 1 +51 ' REMOVE ASPHALT PAVEMENT 2' BEYOND PROPOSED FACE OF CURB I REMOVE & RELOCATE "DO NOT ENTER" SIGN I � - I - V 1j/ WA REMOVE AC PAVEMENT FOR STORM DRAIN INSTALLATION PLUG AND ABANDON AFTER CONNECTION TO SD SYSTEM EXISTING INFILTRATION SYSTEM (APPROXIMATE LOCATION) ZZ y�1yy REMOVE SIGNS & SALVAGE TO CITY d� GRAPHIC SCALE 10 0 6 10 20 (IN S) 1 inch = 10 fL 15' CONSTRUCTION EASEMENT j 5' UTILITY EASEMENT CITY HALL E N MUSEUM N 30'32'36" W w T/ 293.00' —o- STA 2 +61 o MADISON STREET ST Illm DEMOLITION LEGEND: ...ASPHALT REMOVAL .- CONCRETE REMOVAL ... CURB REMOVAL ...COLD PLANE AC PAVEMENT ST ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 96122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM TELEGRAPH ENGINEERING, LLC 1920 Main Street, Suite 17 Ferndale, Washington 98248 Ph (360) 380 -1873 Fax (360) 312 -0641 en gruel egraph —engin eering.com �� 12/18705 ❑ z 0 JO H OW El z LLI 3 JZ � a2 ~ =Q � �O ISSUE DATE 6122104 MARK DATE DESCRIPTION CONTENTS: DEMOLITION PLAN SCALE: 1 " =10' 1 DRAWN: CAH C� CHECKED: SDW PROJECT NO: 02072 VIEW: SP2 SHEET: .air C1.0 Via, a Y g gg _SS— — — a ABANDON EXISTING SSMH AFTER REROUTING SEWER / I STA 1 +51 ' REMOVE ASPHALT PAVEMENT 2' BEYOND PROPOSED FACE OF CURB I REMOVE & RELOCATE "DO NOT ENTER" SIGN I � - I - V 1j/ WA REMOVE AC PAVEMENT FOR STORM DRAIN INSTALLATION PLUG AND ABANDON AFTER CONNECTION TO SD SYSTEM EXISTING INFILTRATION SYSTEM (APPROXIMATE LOCATION) ZZ y�1yy REMOVE SIGNS & SALVAGE TO CITY d� GRAPHIC SCALE 10 0 6 10 20 (IN S) 1 inch = 10 fL 15' CONSTRUCTION EASEMENT j 5' UTILITY EASEMENT CITY HALL E N MUSEUM N 30'32'36" W w T/ 293.00' —o- STA 2 +61 o MADISON STREET ST Illm DEMOLITION LEGEND: ...ASPHALT REMOVAL .- CONCRETE REMOVAL ... CURB REMOVAL ...COLD PLANE AC PAVEMENT ST ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 96122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM TELEGRAPH ENGINEERING, LLC 1920 Main Street, Suite 17 Ferndale, Washington 98248 Ph (360) 380 -1873 Fax (360) 312 -0641 en gruel egraph —engin eering.com �� 12/18705 ❑ z 0 JO H OW El z LLI 3 JZ � a2 ~ =Q � �O ISSUE DATE 6122104 MARK DATE DESCRIPTION CONTENTS: DEMOLITION PLAN SCALE: 1 " =10' 1 DRAWN: CAH C� CHECKED: SDW PROJECT NO: 02072 VIEW: SP2 SHEET: C1.0 Ma GRAPHIC SCALE 20 a 10 20 40 IN FEET 1 inch = 20 M LEGEND. WASHINGTON STATE DEPT. OF ECOLOGY SYMBOL BEST MANAGEMENT PRACTICES (BMP) REF.: STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, 2001. PS CE DC SR CD FF Ee BMP C101 PRESERVE NATURAL VEGETATION PERFORM CLEARING ONLY PRIOR TO CONSTRUCTION BMP C120 TEMPORARY & PERMANENT SEEDING WITH PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BMP C105 STABILIZED CONSTRUCTION ENTRANCE AND TIRE WASH SEE DETAIL THIS SHEET BMP C140 DUST CONTROL BY STREET SWEEPING AND SPRAYING WITH DUST PALLIATIVE AS NEEDED BMP C130 SURFACE ROUGHENING BY TRACK — MOUNTED MACHINERY PERPENDICULAR TO SLOPE. BMP C207 CHECK DAMS CONSTRUCTED OF QUARRY SPALLS IN DRAINAGE DITCHES BMP C233 FILTER FENCE — SEE DETAIL THIS SHEET BMP C230 STRAW BALE BARRIER BMP C220 INLET PROTECTION — PLACE SEDIMENT FILTER AROUND OR OVER CATCH BASINS BMP C240 SEDIMENT BASIN — TRAP SEDIMENT IN DETEN11ON POND DURING SITE CONSTRUCTION. REMOVE SEDIMENT AND SEDIMENTATION RISER PIPE AFTER CONSTRUCTION. GRAVEL FILTER BERM — SLOW WATER VELOCITY IN ESTABLISHED DITCHES WITH 2' HIGH BERM CONSTRUCTED OF 1 1/4 INCH WASHED CRUSHED OR 1 INCH BMP E1.15 MULCHING AND MATTING: VEGETATION AND WOOD CHIPPINGS ARE TO BE PLACED ON EXPOSED SOIL WHICH IS NOT FEASIBLE TO SEED DUE TO WEATHER. �x ( x X I x I X I X I X I x I X >r 1 i 3 0 MAD150N STREET OF CONSTRUCTION lj ® EL SARAPE BURRITO RESTAURANT DEPOT E:l µ ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHTTECTS COM TELEGRAPH ENGINEERING, LLC 1920 Main Street, Suite 17 Ferndale, Washington 98248 Ph (360) 380 -1873 Fax (360) 312 -0641 engr®tel egraph— engineering. com �'� 12/16Ppfj� Z O Z O J_ Q 0 Z =0 W N W a Z 19 X mi W p az =z H a L° 0a ISSUE DATE: 6122104 CONTENTS: EROSION AND SEDIMENTATION CONTROL PLAN SCALE: 1' =10' DRAWN: CAH CHECKED: SDW PROJECT N0: 02072 VIEW: SP2 SHEET: cl A STA 2 +44, 27' R END PROP CURB MATCH EXISTING PROPOSED FACE OF LU �II O �I PROPOSED SIDEWALK STA 1+47, 21' R --' 2'0R =5.0' 00 PC STA 14-32. 21' R---f- 11 111'/ {�r 6' N N L 1t )r PROPOSED SIDEWALK SEE LANDSCAPE ARCH 19' 1j; I- RELOCATED STOP SIGN FACE OF CURB 25' L (T'P) 59' 9' N L D �0 15' i + N 0 1r h CAH CHECKED. SDW PROJECT NO: ...CITY PROPERTY LINE �H ...DECIDUOUS TREE ...PLATTED STREET CENTERLINE 4 \ 1V STA 1+52, 11' L STA 1 +51, 8' L w.. w O F ta' - (TYP) GRAPHIC SCALE 10 0 5 10 20 IN Fm) finch= 10& 2 +80, CURB CITY HALL M ND MUS + I N 30'32'36" W w $ 293.00' to 0 MAI) I SON STREET LEGEND: CAH CHECKED. SDW PROJECT NO: ...CITY PROPERTY LINE VIEW: ...DECIDUOUS TREE ...PLATTED STREET CENTERLINE . „CONIFEROUS TREE ...ASSUILT CEN7ERUNE ...BUSH /SHRUB ...EDGE OF PAVEMENT ,,,GUARD POST FOR PROPANE TANK ...EDGE OF GRAVEL ...PROPANE TANK ...GUTTER LINE O •. SANITARY SEWER MANHOLE ...TOP BACK OF CURB LINE ...BUILDING LINE ® ... SURVEY MONUMENT ...EDGE OF CONCRETE @ ...STORM MANHOLE – LANDSCAPE LINE ® ...WATER METER SS SS ...EXISTING SANITARY LINE -0- .- ,UTILITY POLE ST ST ... EXIS7ING STORM LINE E—.... GUY WIRE ANCHOR — -W IN ...PROPOSED WATER LINE DI m ...TELEPHONE RISER FENCE LINE ... WATER VALVE —UG7 UGT - UNDERGROUND TELEPHONE LINE 0 „ -FIRE HYDRANT 14 ...CONTOUR STREET LIGHT ...PROPOSED SEWER LINE ...SIGN 13.8 ,PROPOSED ASPHALT FINISH GRADE 0 .. • STORM CATCH BASIN 1185 FIG - ---"max ...PROPOSED CONCRETE FINISH GRADE IB ...SDCO 13.85 TBC 0 ...PROPSED STORM CATCH BASIN � ...70P BACK OF CURB ELEVATION 0 ...PROPOSED SDCO ...PAVEMENT REPAIR UG7 f m fV N 3 iq N f� N 0) w w LU � I ARC A R C ARCHITECTS 1101 EAST PIKE; ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM TELEGRAPH ENGINEERING, LLC 1920 Main Street, Suite 17 Ferndale, Washington 98248 Ph (360) 380 -1873 Fax (360) 312 -0641 en gr®tel egraph —en gin eerin g. com SK D' w y�' Q WASy 20744 wa R�clsTecc� L Imm 12f18/Oj Z O - F Z -o z W W Q Z 09 X ?1: J W o az =z °L a ISSUE DATE: 6122104 CONTENTS: DIMENSION PLAN SCALE: 1 " =10' DRAWN: CAH CHECKED. SDW PROJECT NO: 02072 VIEW: SP2 SHEET: C1.2 CITY PROPERTY UNE ® ...DECIDUOUS TREE ARC A R C ARCHITECTS 1I01 EAST PIKE ST SEATTLE, NIA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM TELEGRAPH ENGINEERING, LLC 1920 Main Street, Suite 17 Ferndale, Washington 98248 Ph (360) 380 -1873 Fax (360) 312 -0641 engr®telegraph— engineering.com o. W�^'c y �pFWAgk �9 h 4 29744 wQr CIS T �IONn I k U`t,�v 6�2Z�o4- FxN�a 12/t8ros z 0 a Fz -o ° ao z =� W Wa Z 0: W o az � =z � a ce ° IL a ISSUE DATE: 6122104 MARK DATE DESCRIPTION 6-18.04 BID SET CONTENTS: GRADING & DRAINAGE PLAN SCALE: 1 " =10' DRAWN: CAH CHECKED: SOW PROJECT NO: 02072 VIEW. SP2 SHEET: C2mO 3 EX J= FL= 3 w 1` N W ---� PROPANE TANK LOCATION ;RTCM3E.CHANICAI DRAWINGS PAA, T REPAIR APPROX 7444555 SQ FT STATION 2+15, 171 INSTALL 8-,X 6 "/ T EE 6` GV WITH VALVE B T�OUST ( BE INST B STATION 2+12, 171 I C31 IN ALL 1 l /2' SERVICE TAP 1 /2` GV_ yATH yA4VE_BOx = -jH _UST B . - ` ` j BE INSt BY CITY, CONTRACTOR DIGS)_ 14i _LF P.VG- STATION 2 +05, 81 CONNECT TO EXISTING SAN. SEWER V) _7 W z �1,fI TO VERIFY - AND TYPE EX 8" SIDE SEWER pq REPLACE EXISTING SIDE SEWER INSTALL: 39 LF 6` PVC, S = 0.01 MW. FERNCO COUPLER PROVIDE C.O. COVER COORDINATION WITH - ELECTRICAL REQUIRED SCHEMATIC LOCATIONS SHOWN 144 LF 6` DI FIRE PROTECTION WL 153 IF 1 112` COPPER POTABLE WL � � V o [n EX SSMH RIM= 14.61 8" PVC INV= 9.7 FL= 7.9 TO BE ABANDONED ST — x LOC) r-PROPANE LINE UNDER ASPHALT PER MECHANICAL DRAWINGS K a m z 14 6` DA. INV. 10.40 AT THIS POINT` i " Ih k S /\ l GRAPHIC SCALE 1 1 10 0 5 10 20 t � (IN FEET } 1 inch = 10 ft { I N CA .-6` X 6` WYE\ I 6` SSCO a—= _ INK - 9.15 6, SSW 28 INV - 9.75 1 4`x 6` REDUCER ST ST N + I 0 0 MAD 150N S LEGEND: 1' =10' DRAWN: CAH CHECKED: ...CITY PROPERTY LINE ...DECIDUOUS TREE ...PLATTED STREET CENTERLINE ...CONIFEROUS TREE ...ASBUILT CENTERLINE ^ L„�,,,3 •••BUSH/SHRUB ...EDGE OF PAVEMENT • ...GUARD POST FOR PROPANE TANK EDGE OF GRAVEL f� ••, PROPANE TANK ...GUTTER LINE O ••• SANITARY SEWER MANHOLE ...TOP BACK OF CURB LINE ® ••• SURVEY MONUMENT ...BUILDING LINE ...EDGE OF CONCRETE ...STORM MANHOLE ...LANDSCAPE LINE ...WATER METER SS SS ...EXISTING SANITARY LINE .o- UTILITY POLE S7 ST ...EXISTING STORM LINE GUY WIRE ANCHOR —Wryy PROPOSED WATER LINE Ill ...TELEPHONE RISER ...FENCE LINE ...WATER VALVE UGT -------- UGT ...UNDERGROUND TELEPHONE LINE FIRE HYDRANT 74 ...CONTOUR .STREET LIGHT ...PROPOSED SEWER LINE 13.85 FIG PROPOSED ASPHALT FINISH GRADE 0 - •• STORM CATCH BASIN 13.85 FG PROPOSED CONCRETE KNISH GRADE B "'SDCO 13.85 TBC -may ...TOP BACK O� CURB ELEVATION ...PROP STORM CAT SIN SED SDCO ...PR - ne�surur n�nero t 15' CONSTR CTION EASEMENT x / 5' UTILITY EASEMENT CITY HALL AN MUSEUM N 3032'36° W �+ 293.00' o 0 T - ST UGT C �i W J ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM TELEGRAPH ENGINEERING, LLC 1920 Main Street, Suite 17 Ferndale, Washington 98248 Ph (360) 380 -1873 Fax (360) 312 -0641 en grOtelegraph— engineering.com EXPIRES 1v18/o5 Z 0 a �z J � ° ao ° W Uj Q Z oG X ?� mi W p aZ � =z � Q ST _ ISSUE DATE: 6122!04 MARK DATE DESCRIPTION 6.18-04 BID SET >4' CONTENTS: UTILITY PLAN SCALE: 1' =10' DRAWN: CAH CHECKED: SDW PROJECT N0: D2D72 VIEW: SP2 SHEET: C2.1 PLAZA SIDEWALK AND NTS TECTUP.AL PLANS AVING SECTION @ COLD PLANE HALF WIDTH 3/8" SS ANCHOO BOLTS INSTALL METAL (SEE ABOVE) MADISON STREET DETAIL c3u EXISTING 4 18" CORR. 1 NTS VANED GRATE PER STD SW -7A SOLID COVER PER STD SW -7B 2 "x4 "x8" SOLID BRICK USED FOR FINAL ADJUSTMENT TO GRADE. 6" HIGH MAX 6" OR 12" CONCRETE RISER SECTION CLASS 4000 CONC 6" CONCRETE REDUCING TOP SLAB CLASS 4000 CONC PRECAST CONC BASE SECTION W /MAX OF ONE 28 -0 KNOCKOUT PER SID. ENTRANCE ANGLE TO BE LIMITED BY KNOCKOUTS CLASS 4000 CONC PIPE OUTER DIA PLUS CB WALL THICKNESS SHALL NOT EXCEED 28" NOTES: 1. ALL JOINTS WILL BE MOTARED IN AND OUT. 2. CATCH BASIN TO CONFORM TO WSDOT STANDARD PLAN B -1A 6" OR 12" CB CL STORMWATER CATCH BASIN TYPE IL NTS SEE WSDOT STANDARD PLAN FOR THE TYPE 1 REFERENCED SOIL RED DOT BUILT —IN LOCK BLOCK FOR GRATE LOCKDOWN (TYP) CONCRETE FLOOR SLAB OR PAVEMENT � I a a a i a ° -o z - - w INLET BAFFLE )MING SEWER i" SS PLATE 13.88 LE RING AND COVER DOMING BOLTS, D "DRAIN" STEPS OSED 12" /E DISCHARGE FITTING AND ABANDON EXISTING SDCB TYPE 2 48"0 LOCK DOWN BOLT REMOVABLE DUCTILE / IRON GRATE DUCTILE RON FRAME a 4 a- _a Q 1/2 " -13 U,N(�x 3 -1/2" 44RCHOKP�OLT (TYP) NET ACCO TRENCH DRAIN Q C3.2f 1 AC PAVEMENT AR 4000 TOPPED W /SAND FINISH GRADE i PC CONCRETE—," -~ STRUCTURE 6" NOTES. ALL FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE AFTER THE FINAL LIFT OF PAVING HAS BEEN COMPLETED. THE FOLLOWING PROCEDURE SHALL BE USED: 1. CUT THE ASPHALT IN AN EVEN CIRCLE AROUND THE STRUCTURE CASTING TO BE ADJUS -ED. 1 REMOVE THE FILL MATERIAL WITHIN THE CUT PAVEMENT AREA TO 6 INCHES MIN. BELOW FINISH GRADE. 3. PLACE THE CASTING AT FINISH GRADE. 4. PLACE PORTLAND CEMENT CONCRETE TO WITHIN THE TOP 2 INCHES OF FINISH GRADE. 5. APPLY TACK TO THE STRUCTURE CASTING, CUT PAVEMENT, AND PC CONCRETE. 6. PLACE AND COMPACT 2 INCHES OF ASPHALT CONCRETE CLASS B TO FINISH GRADE. 7. SEAL PAVEMENT JOINTS WITH HOT AR4000 AND TOP WITH SAND. ADJUSTING CASTINGS TO FINISH GRADEo NTS NOTES: t. DRAWN: 1. CONSTRUCIION OF CURB DETAILS SHALL BE IN ACCORDANCE WITH THE STRUCTURE CASTING PROJECT NO: PC CONCRETE—," -~ STRUCTURE 6" NOTES. ALL FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE AFTER THE FINAL LIFT OF PAVING HAS BEEN COMPLETED. THE FOLLOWING PROCEDURE SHALL BE USED: 1. CUT THE ASPHALT IN AN EVEN CIRCLE AROUND THE STRUCTURE CASTING TO BE ADJUS -ED. 1 REMOVE THE FILL MATERIAL WITHIN THE CUT PAVEMENT AREA TO 6 INCHES MIN. BELOW FINISH GRADE. 3. PLACE THE CASTING AT FINISH GRADE. 4. PLACE PORTLAND CEMENT CONCRETE TO WITHIN THE TOP 2 INCHES OF FINISH GRADE. 5. APPLY TACK TO THE STRUCTURE CASTING, CUT PAVEMENT, AND PC CONCRETE. 6. PLACE AND COMPACT 2 INCHES OF ASPHALT CONCRETE CLASS B TO FINISH GRADE. 7. SEAL PAVEMENT JOINTS WITH HOT AR4000 AND TOP WITH SAND. ADJUSTING CASTINGS TO FINISH GRADEo NTS SIDEWALK AND JOINTING DET NTS -TE 8 C3.0 NOTES: CONSTRUCTION OF SIDEWALKS SHALL BE IN ACCOPDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND, MUNICIPAL CONSTRUCTION AS PUBLISHED BY THE WSDOT AND THE APWA UNLESS MODIFIED BELOW. ALL CONCRETE SHALT_ BE AIR ENTRAINED CONCRETE CLASS 3000. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED, STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS. WOOD FORMS MAY BE USED ON CURVED SECTIONS. 3. EXPANSION JOINTS CONSISTING OF 3/8" FULL DEPTH -.REMOLDED JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS, POLES, ME —ER BOXES, AND OTHER OBSTRUCTIONS AND ALONG WALLS OR STRUCTURES IN PAVED AREAS. EXPANSION JOINTS SHALL ALSC BE PLACED AT THE BEGINNING AND THE END OF EACH CURVE, ON EACH SIDE OF STRUCTURES, DROP CURVE DRIVEWAYS AND CURVE RAMPS, BETWEEN SIDEWALK AIND BACK OF CURB WHEN POURED SEPARATELY, AND AT OTHER LOCATIONS AS DIRECTED BY THE ENGINEER, FULL EXPANSION JOINS SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN ADJACENT CURB WITH A MINIMUM SPACING OF 20 FEET AND A MAXIMUM SPACING OF 80 FEET. 4 SEE LANDSCAPE ARCHITECTURAL FOR JOINTING DETAIL WHEN SIDEWALKS ARE PLACED BY SUP— FORMING, A PREMCLDED STRIP OF 3/8" AND UP TO FULL DEPTH MAY BE USED. CONTRACTION JONTS IN SIDEWALKS SHALL BE LOCATED SO AS TO MATCH THE JOINTS IN THE CURB WHETHER THE SIDE "WALK IS ADJACENT TO THE CURB OR SEPARA -ED BY A PLANTING STRIP. JOINT SEALANTS FOR SAWED CONSTRUCTION JOINTS SHALL MEET THE REQUIREMENTS OF SECTION 9 -04.2 OF THE DOT /APWA SPECIFICATIONS. 5. ALL JOINTS SHALL BE CLEANED AND EDGED WITH 1/4" RADIUS. 6. SEE LANDSCAPE ARCHITECTURAL FOR JOINTING DETAIL. 7. ADDITIONAL WIDTH TO MAINTAIN A MINIMUM OF 5 FEET OF CLEAR SIDEWALK SHALL BE PROVIDED WHEN OBSIRUCTIONS SUCH AS UTILITIES EXIS1. 8. FiNSH SHALL BE A LIGHT BROOM FINISH. 9 2" MINIMUM OF WASHED ROCK GRADED BETWEEN 1/4" AND 1 -1/2 ", OR GRAVEL BORROW (9- 03.14) AS REQUIRED BY THE ENGINEER. 10. UNDISTURBED SUBGRADE OR APPROVED MATERIAL COMPACTED TO 95% OPTIMUM DENSITY, ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHiTECTS COM TELEGRAPH ENGINEERING, LLC 1920 Main Street, Suite 17 Ferndale, Washington 98248 Ph (360) 380 -1873 Fax (360) 312 -0641 engr®telegraph— engineerin g.com z O a ~O ° ao z =° W Wa Z : J W O az =z 04 ISSUE DATE: 6/22104 CONTENTS: SITE DETAILS NOTES: nts DRAWN: 1. CONSTRUCIION OF CURB DETAILS SHALL BE IN ACCORDANCE WITH THE SDW PROJECT NO: 02072 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND, MUNICIPAL SP2 CONSTRUCTION AS PUBLISHED BY THE WSDOT AND APWA UNLESS OTHERWISE NOTED BELOW. ALL CONCRETE SHALL BE AIR ENTRAINED CONCRETE CLASS 3ODC 3. FORMS SHALL BE TRUE -0 LINE AND GRADE AND SECURELY STAKED. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS. WOOD FORMS MAY BE USED ON CURVED SECTIONS. 4. FULL DEPTH EXPANSION JOINTS CONSISTING OF 3/8 INCH MINIMUM 1/2" R PREIJOLDED JOINT MATERIAL SHALL BE PLACED ADJACENT TO CATCH 6" 5 1/2 1 BASINS, INLETS, AND AT POINTS OF TANGENCY ON STREETS AND DRIVEWAY RETURNS. MINIMUM SPACING SHALL BE 20 FEET, MAXIMUM SPACING SHALL TOP OF CURB AT APPROACH BE SC FEE?. 5. CONTRAC -IOK JOINTS (DUMMY JOINTS) CONSISTING OF 3/8" MIN. x 2" OF -_ -- PREMOLDED JOINT MATERIAL SHALL BE CONSTRUCTED AT INTERVALS OF ♦ a 1' 10 FEET. 6,. ,' -_ °'" iti %2n• �" - - 6. ALL JOINTS SHALL BE CLEANED AND EDGED. _ _" Y -�' - '_ • -= k - -•= �' %_,_ ,:�-� - � - -i •.. 7. FINISH SHALL BE A LIGHT BROOM FINISH. 8. FINISHED CURBS AND GUTTERS SHALL BE SPRAYED WITH A CLEAR CURNG 18 COMPOUND. 1" 9. VERTICAL CURB WILL BE REQUIRED FOR ALL CURBED ROADWAYS. CURB AND GUTTER DETAIL 0 CURB DRAINS OTHER MATERIAL OE h APPROVAL OF THE ENGINEER, CUT TO LENGTH TO PASS FROM THE BACK OF CURB THROUGH THE CURB TO THE FACE OF THE CURB NTS AT THE GUTTER LINE. SPACING WILL BE MAXIMUM OF 20 FEET, CENTER TO CENTER, AND /OR EACH SIDE OF THE DRIVEWAYS AND AT SUCH LOCATIONS AS DESIGNATED BY THE ENGINEER. SIDEWALK AND JOINTING DET NTS -TE 8 C3.0 NOTES: CONSTRUCTION OF SIDEWALKS SHALL BE IN ACCOPDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND, MUNICIPAL CONSTRUCTION AS PUBLISHED BY THE WSDOT AND THE APWA UNLESS MODIFIED BELOW. ALL CONCRETE SHALT_ BE AIR ENTRAINED CONCRETE CLASS 3000. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED, STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS. WOOD FORMS MAY BE USED ON CURVED SECTIONS. 3. EXPANSION JOINTS CONSISTING OF 3/8" FULL DEPTH -.REMOLDED JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS, POLES, ME —ER BOXES, AND OTHER OBSTRUCTIONS AND ALONG WALLS OR STRUCTURES IN PAVED AREAS. EXPANSION JOINTS SHALL ALSC BE PLACED AT THE BEGINNING AND THE END OF EACH CURVE, ON EACH SIDE OF STRUCTURES, DROP CURVE DRIVEWAYS AND CURVE RAMPS, BETWEEN SIDEWALK AIND BACK OF CURB WHEN POURED SEPARATELY, AND AT OTHER LOCATIONS AS DIRECTED BY THE ENGINEER, FULL EXPANSION JOINS SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN ADJACENT CURB WITH A MINIMUM SPACING OF 20 FEET AND A MAXIMUM SPACING OF 80 FEET. 4 SEE LANDSCAPE ARCHITECTURAL FOR JOINTING DETAIL WHEN SIDEWALKS ARE PLACED BY SUP— FORMING, A PREMCLDED STRIP OF 3/8" AND UP TO FULL DEPTH MAY BE USED. CONTRACTION JONTS IN SIDEWALKS SHALL BE LOCATED SO AS TO MATCH THE JOINTS IN THE CURB WHETHER THE SIDE "WALK IS ADJACENT TO THE CURB OR SEPARA -ED BY A PLANTING STRIP. JOINT SEALANTS FOR SAWED CONSTRUCTION JOINTS SHALL MEET THE REQUIREMENTS OF SECTION 9 -04.2 OF THE DOT /APWA SPECIFICATIONS. 5. ALL JOINTS SHALL BE CLEANED AND EDGED WITH 1/4" RADIUS. 6. SEE LANDSCAPE ARCHITECTURAL FOR JOINTING DETAIL. 7. ADDITIONAL WIDTH TO MAINTAIN A MINIMUM OF 5 FEET OF CLEAR SIDEWALK SHALL BE PROVIDED WHEN OBSIRUCTIONS SUCH AS UTILITIES EXIS1. 8. FiNSH SHALL BE A LIGHT BROOM FINISH. 9 2" MINIMUM OF WASHED ROCK GRADED BETWEEN 1/4" AND 1 -1/2 ", OR GRAVEL BORROW (9- 03.14) AS REQUIRED BY THE ENGINEER. 10. UNDISTURBED SUBGRADE OR APPROVED MATERIAL COMPACTED TO 95% OPTIMUM DENSITY, ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHiTECTS COM TELEGRAPH ENGINEERING, LLC 1920 Main Street, Suite 17 Ferndale, Washington 98248 Ph (360) 380 -1873 Fax (360) 312 -0641 engr®telegraph— engineerin g.com z O a ~O ° ao z =° W Wa Z : J W O az =z 04 ISSUE DATE: 6/22104 CONTENTS: SITE DETAILS SHEET; C3mO ) --' SCALE: nts DRAWN: CAH CHECKED: SDW PROJECT NO: 02072 VIEW: SP2 SHEET; C3mO ) --' CAST IRON VALVE BOX 18" x 24" WITH LID MARKED WATER 2" IRON BODY GATE VALVE, MUELLER A- 2360 -08, OR 1 1/2 GRINNEL BRASS HAND GATE VALVE, G -3000, OR EQUIVALENTS - STREET ELS. CORP STOP INLET IRON PIPE THREAD OUTLET FOR STREET EL CONNECTION, EQUAL TO MUELLER #H9969, OR EQUIVALENT SERVICE SADDLE WITH SST BAND TAP SIZE AS REQUIRED ROMAC MODEL #2002S, OR EQUIVALENT FEMALE x METER ANGLE STOP MUELLER B- 24276, OR EQUIVALENT NOTE: 1. X: INDICATES TO BE INSTALLED BY CITY. R IVISHED GRADE 6" - -45' PVC ELBOW PVC WYE 70 RT GMWY SEWER A141N CUSTOMER RESPONSIBILITY CARSON PVC METER BOX 1730 - JUMBO METER BOX, OR EQUIVALENT PROPERTY I � LINE 6 "MIN 2'MAX � I cl I I METER SENSUS SRII BED WITH PEA GRAVEL OR WASHED ROCK TO PROVIDE POSITIVE DRAIN OUT OF BOX IRON STUB OUT * CHECK VALVE GR 3.300 WATER SERVICE DETAIL NTS 6" PVC 2'A'4O'36" PAINTED MARKER. LABEL :SS. S7VB' IND104TE DEPTH 70 SERVICE 70 NEAREST FOOT, ON RAM MARKER POST NOT REQUIRED FOR CONNEC7ED SEWERS w 12 GAUGE G4LV WIRE 1 z ATTACHED 70 PIPE AND It J STAKE w a o I a 2.00X MIN. SLOPE PER 07Y 1.00X MIN. SLOPE PER DOE NOTES. - 1. ROTA7E THE 45' ELBOW 70 ACHIEVE THE PROPER ANGLE rO WACH THE PROPERTY LINE WITH 5' OF COVER 7H£ MINIMUM ALLOWABLE SLOPE IS 2X. 2. 3' MINIMUM TO ADJOINING LOT LINE 3. SERVICE 70 SINGLE RESIDENCE A44Y BE REDUCED TO 4" BEYOND PLUG. SEWER SERVICE DETAIL NTS 9 C3.1 NOTES: cli FG T6 "0 CASTING 4" PVC 8"0 CASTING " PVC 4" PVC CHECK VALVE �4" X 4" FLEXIBLE COUPLER �4" X 6" REDUCER ROMAC OR APPROVED EQUAL SS CONNECTION @ VANED GRATE PER STD SW -7A SOLID COVER PER STD SW -7B 2 "x4 "x8" SOLID BRICK USED FOR FINAL ADJUSTMENT TO GRADE. 6" HIGH MAX 6" OR 12" CONCRETE RISER SECTION CLASS 4000 CONC TOP SLAP WITH 24" ROUND ACCESS OR 20 "x24" RECTANGULAR ACCESS 3 I ALL TYPE 2 CB'S EQUIPPED WITH OPEN GRATES SHALL BE LOCKING TYPE. 2 ALL TYPE 2 CB'S NOT IN PAVED AREAS SHALL BE EQUIPPED WITH LOCKING LIDS, d o� 0 3 CB'S SHALL BE SET SO THAT STEPS w ARE DIRECTLY UNDER OPENING. 4 ALL TYPE 2 CB'S SHAD. BE EQUIPPED PLUG END (7YP) WITH STEPS AND LADDER PER STD SW -8 •d• HOIF 5 CONCRETE SHALL BE CLASS 4000. N o W M 6 MIN DISTANCE FROM INVERT TO CB a N BOTTOM SHALL BE 2.0'. `n 48" OR 54" 7 CB SECTIONS AND LID WILL BE HS20 TRAFFIC LOAD CERTIFIED BY MFG. 8 HOLE SIZE = PIPE OD + 5 ". MAX 48'0 =6" MAX HOLE SIZE = 36" (48 "' CB) 54 00 =8' MAX HOLE SIZE = 42" (54 "' CB) CATCH BASIN TO CONFORM TO WSDOT STANDARD PLAN 8-1E C31 )RMWATER CATCH BASIN NTS TYPE 2 48;;0 27 C3.1 RUBBER GASKET STAINLESS— STEEL BAND 16V�G. vN CAST IRON HUB FOWLER -TYPE 8 "x 6" TAPPING TEE OR EQUIVALENT DRILL 3/4" BORE HOLES FOR TAPPING MAIN SANITARY SERVICE SADDLE DETAIL C3.1 NTS LIVE TAP 2' TYP. T' 1 = ON TAPPING VALVE v ::• ::7 4 A.. 9. THRUST BLOCK (TYP) FL x MJ I L ROMAC STAINLESS STEEL TAPPING SLEEVE VALVE AND SLEEVE SHALL BE SUPPORTED AND BACKFILLED AS FLANGED COUPLING ADAPTER (BOTH ENDS) CUT —IN —TEE nwiwu. UTILITY DETAILS SCALE: POURED WIDTH OF TRENCH, TWO DRAWN: CAH FEET PAST VALVE FLANGE UNDISTURBED PROJECT N0: STARTING 1' ABOVE THE PIPE GROUND IF GATE VALVE FL x MJ 1' ABOVE PIPE tl�l�l� SHOWN BELOW - RIGHT. CONTROLLED DENSITY BACKFILL CONNECTION NTS TO EXISTING MAIN 15 C3.1 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARGARCHITECTS COM TELEGRAPH ENGINEERING, LLC 1920 Main Street, Suite 17 Ferndale, Washington 98248 Ph (360) 380 -1873 Fax (360) 312 -0641 engr* telegraph— engineering.com yG� oe wASy h � .a ,p 28744 4r� C< FOlSTBR�'V TONA 0 6IVZ104- SAES 12118Paf Z O z O ° ao Z W =° cc W Q Z 12 X ?: jW Q a Z ISSUE DATE: 6122104 MARK DATE DESCRIPTION CONTENTS: UTILITY DETAILS SCALE: POURED WIDTH OF TRENCH, TWO DRAWN: CAH FEET PAST VALVE FLANGE UNDISTURBED PROJECT N0: STARTING 1' ABOVE THE PIPE GROUND SP2 GATE VALVE FL x MJ 1' ABOVE PIPE -- APPROVED PEA GRAVEL OR�r':' -: =' SAND BEDDING MATERIAL COMPACTED SOLID BRICK SUPPORT CONCRETE THRUST BLOCK - NOTE: 1. 11 MIL PLASTIC OR CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. 2. CONTROLLED DENSITY BACKFILL IS A PLANT MIX CONSISTING OF: 3100# SAND, 450# WATER, AND ONE SACK (94 #) OF CEMENT. 3. MJ CUT IN TEES SHALL NOT BE PERMITTED. 4. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALLATION. 5. ALL THRUST BLOCKS TO BE PLACED AGAINST UNDISTURBED GROUND. 6. FOR ROAD REPAIR SEE STREET STANDARDS. CONNECTION NTS TO EXISTING MAIN 15 C3.1 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARGARCHITECTS COM TELEGRAPH ENGINEERING, LLC 1920 Main Street, Suite 17 Ferndale, Washington 98248 Ph (360) 380 -1873 Fax (360) 312 -0641 engr* telegraph— engineering.com yG� oe wASy h � .a ,p 28744 4r� C< FOlSTBR�'V TONA 0 6IVZ104- SAES 12118Paf Z O z O ° ao Z W =° cc W Q Z 12 X ?: jW Q a Z ISSUE DATE: 6122104 MARK DATE DESCRIPTION CONTENTS: UTILITY DETAILS SCALE: nts DRAWN: CAH CHECKED: SOW PROJECT N0: 02072 VIEW: SP2 SHEET: C3.1 DOWNSPOUT AND FOOTING DRAINS FOOTING 6 "0 77GH7LINE DOWNSPOUT DRAIN CPDP OR PVC SDR 35 PERF. F0077NG DRAIN 6 O CPDP (SEE ARCHITECTS DRAWING FOR DETAILS) DRAIN DETAIL DIAMOND PLATE LID 37" �t6» C �23 TOP RISER BOX 12" BASE BOX 54' .5" L NUMBER 2 METER BOX NTS NOTES: 1. PARALLEL TRENCH — 2" ASPHALT CONCRETE CLASS 8 FULL ROADWAY WIDTH OVERLAY EXTENDING 10 FEET LONGITUDINALLY 7ROM PATCH END. A PP.ELEVEI_ MAY 3= REQUIRED PRIOR TO OVERLAY. TRANSVERSE TRENCH — 2" ASPHALT CONCRETE CLASS B FULL ROADWAY WIDTH, REPLACEMENT OR OVERLAY, EXTENDING 10 FEET LONGITUDINALLY BEYOND PATCHED AREA. A PRELEVEI_ MAY BE REQUIRED PRIOR TO OVERLAY. 2 PARALLEL TRENCH — MINIMUM 6" ASPHALT CONCRETE CLASS B. TRANSVERSE TRENCH — MINIMUM 6" ASPHALT CONCRETE CLASS B ENTRE TRENCH BACKFILLED WITH CRUSHED SURFACING MATERIAL. 3. BANK RUN GRAVEL, CRUSHED SURFACE MATERIAL, OR CONTROLLED DENSITY FILL. S. NEAT CUT LINE, CLEAN, HEAT & TACK EDGES WITH SEALER SS -1 & SEAL WITH HOT ASPHALT CEMENT. 5. TEMPORARY RESTORATION OF TRENCHES FOR OVERNIGHT USE SHALL BE ACCOMPLISHED BY !SING COLD MIX, ATB, OR STEEL PLATES. 6. PATCH SHALL BE MACHINE ROLLED FLUSH WITH EXISTING PAVEMENT AND SHALL BE PLACED PER 7. SECTION 5 -06 OF THE DOT /APWA, SPECIFICATIONS. REFER. TO DOT /APWA SPECIFICATIONS FOR DEPTH OF COVER AND TRENCH WIDTH FOR EACH UTILITY. 12 C3 5 1/2" 4e e - a 1 e 6" PAVEMENT —i ___�_- a 1/2"1 ° 1' -4" TOP OF CURB AT APPROACH A e 4 u t7- 3/4 " -- CEMENT CONCRETE BARRIER CURB NTS EXISTING PAVEMENT I O C i O r- UTILITY TRENCH DETAIL NTS CAST IRON RING AND COVER PER WSDOT STANDARD. PLAN 6- 18b. COVER MARKED SEWER. CALL FL7R FaW 4WPECAON BY C/7Y PAW 70 POURM CaVOM BARRIER CURB CUR GAP ISO WASHED ROCK APRON AT DISCHARGE: 1.25" X 3" COBBLES 6" DEPTH al 6" PAVEMENT TRIC VIE 3' CURB GAP PLAN VIEW TO MANHOLE REMOVABLE SCREW -ON CAP �— FIN /SHED GRADE CONCRETE ENCASEMENT 6" PVC RISER 6" 45' BENDS _ 6" PVC SANITARY SEWER PIPE l M /N. 7. NOT TO SCALE SEWER CLEANOUT DETAIL NTS 13 Q C3. FULL DEPTH EXPANSIOt JOINT 318" MINIMUM THICKNESS 2 (MIN, 16 "x 1, RECYCLED PLASTIC CURB DETAIL NTS BLIND FLANGE BLIND FLANG) I 45' BEND 22 1/2' BEND 90' BEND TEE TEE BLIND FLANGE OR SMALLER SIZE PIPE GATE VALVE 11 1/4' BEND NOTES: THRUST BLOCK - TABLE MIN. BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET PIPE SIZE I Q Fr= I Q FT° © F.I.= I OD FT2 I ( Fl: O 4" 3 1 1 1 1 12 4 4 4 2 1 P. NONE 8" 7 6 4 2 1 4 10" 11 10 6 3 2 6 12" 16 14 9 5 3 9 14" 22 19 12 6 3 12 METALLIC DETECTION TAPE 29 25 16 8 4 16 18" = F'; =• : -- " <: 31 12 GAUGE INSULATED 10 5 20 \ 45 39 24 13 6 COPPER WIRE 22" 54 47 29 15 I O C i O r- UTILITY TRENCH DETAIL NTS CAST IRON RING AND COVER PER WSDOT STANDARD. PLAN 6- 18b. COVER MARKED SEWER. CALL FL7R FaW 4WPECAON BY C/7Y PAW 70 POURM CaVOM BARRIER CURB CUR GAP ISO WASHED ROCK APRON AT DISCHARGE: 1.25" X 3" COBBLES 6" DEPTH al 6" PAVEMENT TRIC VIE 3' CURB GAP PLAN VIEW TO MANHOLE REMOVABLE SCREW -ON CAP �— FIN /SHED GRADE CONCRETE ENCASEMENT 6" PVC RISER 6" 45' BENDS _ 6" PVC SANITARY SEWER PIPE l M /N. 7. NOT TO SCALE SEWER CLEANOUT DETAIL NTS 13 Q C3. FULL DEPTH EXPANSIOt JOINT 318" MINIMUM THICKNESS 2 (MIN, 16 "x 1, RECYCLED PLASTIC CURB DETAIL NTS BLIND FLANGE BLIND FLANG) I 45' BEND 22 1/2' BEND 90' BEND TEE TEE BLIND FLANGE OR SMALLER SIZE PIPE GATE VALVE 11 1/4' BEND NOTES: THRUST BLOCK - TABLE MIN. BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET PIPE SIZE I Q Fr= I Q FT° © F.I.= I OD FT2 I ( Fl: QX FI: 4" 3 1 1 1 1 NONE 6" 4 4 2 1 1 NONE 8" 7 6 4 2 1 4 10" 11 10 6 3 2 6 12" 16 14 9 5 3 9 14" 22 19 12 6 3 12 16" 29 25 16 8 4 16 18" 36 31 20 10 5 20 20" 45 39 24 13 6 24 22" 54 47 29 15 8 29 24" 64 56 35 18 9 35 28" 87 76 48 24 12 48 30" 101 87 55 28 14 55 36" 175 125 78 40 20 78 42" 197 171 107 55 27 f07 48" 257 223 140 71 36 140 CROSS 1. BEARING AREA OF CONCRETE THRUST - BLOCK BASED ON 200 PSI PRESSURE AND SAFE SOIL - BEARING LOAD OF 2,000 POUNDS PER SQUARE FOOT. 2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS. 3. CONCRETE BLOCKING (CLASS 3000) SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING OF JOINT. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE UNDER ALL CONDITIONS OF SERVICE. S. MINIMUM ROD DIAMETER SHALL BE 3/4" ASTM A -307 WITH 36KSI YIELD STRENGTH. THRUST BLOCKING DETAIL 1P 24' DETAIL 1— DROP CURB TRANSITION GENERAL NOTES 1. FULL DEPTH EXPANSION JOINT, 3/8" MINIMUM THICKNESS. 2. FULL DEPTH EXPANSION JOINT, 3/8" MINIMUM THICKNESS IF WIDTH OF DRIVEWAY IS 15 FEET OR GREATER. 3. ACCESS POINT DRIVEWAY IS TO BE SURFACED WITH CLASS 3000 CONCRETE. 4. CEMENT CONCRETE SHALL BE A MINIMUM OF 6" THICK AND PLACED ON COMPACTED GRADE. 5. CLEAN EDGE ALL JOINTS. �3/8" EXPANSION JOINT i 6" MIN 18" THICKENED EDGE APPROACH SECTION AA TO FULL DEPTH OF CURB DRIVEWAY SECTION NTS A RC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM TELEGRAPH ENGINEERING, LLC 1920 Main Street, Suite 17 Ferndale, Washington 98248 Ph (360) 380 -1873 Fax (360) 312 -0641 engr®telegraph— engineerin g.com <t D. WEN yF� WAS 04c A O $e 297 19 TS �sl ©NAL E�Ot 16 /ZZ�p�"� EXPiPES 12110f0g z 0 0 z O ° ao ° W Wa z X ?� �W O az =z ° Q ISSUE DATE: 6122104 MARK DATE DESCRIPTION 16-18-041 BID SET CONTENTS: SHEET C3.2 ADDITIONAL DETAILS SCALE: nts DRAWN: CAH CHECKED: SOW PROJECT NO: 02072 VIEW: SP2 SHEET C3.2 TOW W ELEV j' T� BE LEA AND Ir U-y 1 C� J V i— 5#= ATWALL r i I l � — e; <r, l; t � II rT� I' I ' V� � � I to r1 if t F— JJ 1 j X11 \I. r STING TRf B GRATE -LAR CTR3 Izv N W CLuf 4r-; N j PAVING.' -� ,i ADA RAMP N ,1 � t . i I t161_�u - -- — - - ...... -- _.. —. _ ... - -- - -- — - — . - -- - LEGEND LAYOUT NOTES_ SYMBOL DESCRIPTION 1. STAKE OR PAINT LOCATION OF THE FOLLOWING l .. j i die .... ... A -. . .. 1 u r` EXISTING BUILDING CURD 1-nil R= o 0 :. 0 CURB PER CIVIL DRAWINGS (5) FIXED 5 AR BOLLLARDS J ELEMENTS FOR APPROVAL PRIOR TO ' O FIXED BOLLARD (F.O.I.C.) CONSTRUCTION. r 0 LIGHTED BOLLARD (F.O.I.C.) CONTRACTOR TO COORDINATE ALL F.O.I.C. ITEMS WITH OWNER PRIOR TO INSTALLATION, SEATWALUCURBWALL J • BICYCLE RACK (F.O.I.C.) A. BOLLARDS (F.O.I.C.) B. TREE GRATES AND FRAMES (F.O.I.C.) C. SEATWALLS +CURBWALLS - TRENCH DRAIN D. LIGHT POLES • PER ARCH & ELEC I E. OTHER ITEMS AS NOTED ON DRAWINGS TREE GRATE (F.O.I.C.) WI�EELSTD SI'i 2. ALL DIMENSIONS ARE TO FACE OF CURB OR - WALL UNLESS OTHERWISE INDICATED. PAR CIVIL D s- yWrRC�5 - -' NEW CONCRETE PAVEMENT - -- -_� PEDESTRIAN CURB 3. ALL CURVE LINE EDGES AND WALL FACES SHALL O NEW CONCRETE PAVEMENT BE HORIZONTALLY SMOOTH WITH CONTINUOUS ra VEHICULAR ARCS AND TANGENTS AS SHOWN. -all RECESSED GRILL W/ DRAIN PER ARCHITECTURAL DWGS 4. ALL ANGLES SHALL BE 90• UNLESS NOTED ABOVE AND BELOW GROUND UTILITY FIXTURE OTHERWISE. yi „ 121 \ t'i (SEE CIVIL AND ELECTRICAL DRAWINGS) 5. FIELD VERIFY ALL DIMENSIONS. -- � ; `-��- j � -- � - -- - - - i i 6. SEE CIVIL DRAWINGS FOR STREET, CURB RICAL TRANSFORMER AND VAULT AND BUILDING HORIZONTAL LAYOUT. BY OWNER 7. SEE ELECTRICAL AND ARCHITECTURAL O I FUTURE BIKE LOCI' r•- __ - - -- _ , DRAWINGS FOR LIGHTING POLES. BELOW GRADE PROPANE TANK -- ! ` - - -- - - - - -- -- ---- -, t. SEE ARCHITECTURAL DRAWINGS. �I EXISTING STORM SEWER O 1 MANHOLE 9. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL SITE DETAILS. G.LP. CONCRETE RETAINING WALL O-O LIGHT POLE 10. STRIPING AND SIGNAGE PER CIVIL AND T.D W. ELEVATION ARCHITECTURAL DRAWINGS. r - - - - -� TO BE LEVEL, Tfi'P. 11. SEE SPECS. I d = I I \ ' 12. SEE SHEET L1.1 FOR CONCRETE PAVEMENT - - -. __ -, SCORING PLAN. I .Ij REMAIN NCRET E 4TE F.Q.I.CJ Q 1 I I j ' u iI ' y S r -------- __ � I �. ::.. ... ............. 1..... _ ............... .I......... E l ....... m i -- = -- �. r- . -- .. ... J...... . - ALIGN � ._._. `._ .._.._ , - -- - �........ I I SEATWALL O I — — TRI =NGH DRAIN I Lu ° j I 0 CITNI' HALL ANNEX 1 `\ , • :� I r i CURB WALL ,_ II li - -I.�•. .II .-. ' -IOy 11' 14' -gl/11 u- -�" EDGE OF CURBWALL TO END Ali BLDG WALL BUMPOUT I i ALIGN CENTERLINE OF CURBWALL r�c1 /� Q1 `. W/ CENTERLINE OF WINDOWS TY - CE1 UNIT Lu \+... ' CURB WAL -- — - - ................... / PAVING c TRASH RECYCLE TI `, PER ARCHITECTURAL DWGS L; CURB PER CML'DRAWINGS ' 241-011 fNE OF OLD FIREHALL DOORS I i — —-- �I ``I �p• I II /A /A 1 . . +..'.' ' i I LYG C.fC 'Bit ... ... 4_ 11 ... . .`. a � - ........ �Q r- I u .. i f 1` EXISTING CITY HALL -- - - - - -- - -- - � . ..... .. t: ' ..... B1KE CK ADA GCE55IB E RAMP IM T7� 1 � 1 C� z_ W TREE ATES DI=51C TED 5NO T TERM ARKING /t - r „� NEW CURB PER CIVIL DRAWINGS (1) VAN ACCESSEBLE PARKING STALL 1 1 II 3 � 30' 12 �r�J e A . P - - -- - - - -- - -- - - - - - - ._._.. _ . -- ' - - - -- - - — -- _ — - — - - - - - -- - - - -- - - UNIT f'AVINCs..... AND .. _. t -- -- - ' - -- - - - < -- j e - \ 1 IADISCN STREET r, � � �, � i L)_ -. tai , I I , V A� P' OFF Q, r 0 5 10 20 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM MacLeod Reckord Landscape Architects 231 Summit Ave East Seattle, Washington 98102 206- 323 -7919 FAX 323 -9242 z 0 4 J °ao Wz _ W F z x 3: W p a z Sm O H z o. U Q STATE OF WASHINGTON RE61STEMED ISSUE DATE: 06118104 PHASE: BID SET CONTENTS: SITE LAYOUT PLAN SCALE: 1"= 10' DRAWN: TD CHECKED: JK PROJECT NO: 03120 VIEW: VARIES SHEET: L I uj flI c1b, v, N LJ VI l/11 y I Ir ti 1111 SEATUJALL I V f ... :1 A A F--� I JOINTS, TYP if II A r ----- i I IN r ....L . ....... ... .... k� --- -. -e,, _nil L ------ v Ln i. If 1 0 ....... I ...... ? . . . . . . . . . . . . . . . . . . . OF BUILDING 8 A E x..T A .11 N11iI ,_ I IL". ...... 77- ----- "t—ALIGN UJ/ TREE - GRATE ONC �- J - .IGN W1 E SCORING LINES PAVERS EDGE OF UJALKC —T - — - — - — GRATES, TYP. ALIGN UJ/ ---- ALIGN LU/ EDGE OF OF PAVERS DELETE EXP. ITS IN EXISTNCaj I I SEAT WALL TREE OPEN INGL 1111 LEGEND V=10' DRAWN: JT CHECKED: JK SYMBOL DESCRIPTION VIEW: VARIES 0 FIXED BOLLARD (F.O.I.C.) V L.L LIGHTED BOLLARD (F.O.I.C.) I SEATWALIJCURBWALL BICYCLE RACK (F.O.I.O.) TRENCH DRAIN TREE GRATE (F.W.C.) NEW CONCRETE PAVEMENT PEDESTRIAN NEW CONCRETE PAVEMENT VEHICULAR RECESSED GRILL W/ DRAIN PER ARCHITECTURAL DWGS ABOVE AND BELOW GROUND UTILITY FIXTURE (SEE CIVIL AND ELECTRICAL DRAWINGS) n ELECTRICAL TRANSFORMER AND VAULT L-- - - - - -J r-v ------- 11 BELOW GRADE PROPANE TANK 0 EXISTING STORM SEWER MANHOLE &-0 LIGHT POLE Ed EXPANSION JOINT I i . ...... I .... 1 % TREE GRATE if ....... ... . A GN Lutl\ , LIEN W1 EDGE ..... OF PAVERS CUR5111ALL ALIGN W1 CUR5WALL ALIGN SCORELINE W1 A IGN UJ/ BACK - ------ AND PAVER EDGE ACE OF BUILDING Q1 .... .... ..... W/ Lu INES UJ/ OF Cul�z' ALIGN W1 Lu ALIGN SCOREL . . . . . . . . . . . . EDGE OF REE GRATE/ `12) EQ FAvERs . . . . . . . . . . ..... ..... ......... ------ ----------- E J ....... ..... ....... ..1 . . . .......... .......... ............... ........... ---- ----- ---- 711-77-4- . - .............. ... ..... ... . ... -- ------------ ----- ---- ------ .... ........ ... ........... .......... LLI ..... . L -- --- ---- -- ------ --- --- ....... . -- ---- 21 1 0 I) EQ gf E- ...... L... ES SFAC 6 Q SFAC 8 -7 . ............. F FA 1 7 zo=- 1 c ALIGN rmGi IGN W/ F E ALIGN ORELINE .` OF FA MENT IBUILDI tu 1111 TREE RATE C014TOL INT, Tr 4 - C� ±C31-011 I L r=Q SPA ES A 07 \A 3 C 2 35 6 -- -------- - - -------- ---------- SEE SHEET Ll FOR SITE LAYOUT V=10' DRAWN: JT CHECKED: JK PROJECT NO: 03120 VIEW: VARIES 1F V L.L I 0 EXISTING STORM SEWER MANHOLE &-0 LIGHT POLE Ed EXPANSION JOINT I i . ...... I .... 1 % TREE GRATE if ....... ... . A GN Lutl\ , LIEN W1 EDGE ..... OF PAVERS CUR5111ALL ALIGN W1 CUR5WALL ALIGN SCORELINE W1 A IGN UJ/ BACK - ------ AND PAVER EDGE ACE OF BUILDING Q1 .... .... ..... W/ Lu INES UJ/ OF Cul�z' ALIGN W1 Lu ALIGN SCOREL . . . . . . . . . . . . EDGE OF REE GRATE/ `12) EQ FAvERs . . . . . . . . . . ..... ..... ......... ------ ----------- E J ....... ..... ....... ..1 . . . .......... .......... ............... ........... ---- ----- ---- 711-77-4- . - .............. ... ..... ... . ... -- ------------ ----- ---- ------ .... ........ ... ........... .......... LLI ..... . L -- --- ---- -- ------ --- --- ....... . -- ---- 21 1 0 I) EQ gf E- ...... L... ES SFAC 6 Q SFAC 8 -7 . ............. F FA 1 7 zo=- 1 c ALIGN rmGi IGN W/ F E ALIGN ORELINE .` OF FA MENT IBUILDI tu 1111 TREE RATE C014TOL INT, Tr 4 - C� ±C31-011 I L r=Q SPA ES A 07 \A 3 C 2 35 6 -- -------- - - -------- ---------- SEE SHEET Ll FOR SITE LAYOUT ( A r 0 5 --,10 20 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM MacLeod Reckord Landscape Architects 231 Summit Ave East Seattle, Washington 98102 206-323-7919 FAX 323-9242 z Z 4 0 lu W 0 Z o�� ISSUE DATE: 061104 PHASE: BID SET SITE SCORING LAYOUT PLAN SCALE: V=10' DRAWN: JT CHECKED: JK PROJECT NO: 03120 VIEW: VARIES V L.L ( A r 0 5 --,10 20 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM MacLeod Reckord Landscape Architects 231 Summit Ave East Seattle, Washington 98102 206-323-7919 FAX 323-9242 z Z 4 0 lu W 0 Z o�� ISSUE DATE: 061104 PHASE: BID SET SITE SCORING LAYOUT PLAN SCALE: V=10' DRAWN: JT CHECKED: JK PROJECT NO: 03120 VIEW: VARIES SHEET: Ll m I ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM MacLeod Reckord Landscape Architects 231 Summit Ave East Seattle, Washington 96102 206 - 323 -7919 FAX 323 9242 0 W H z 0 Iml �c 0 n z 0 _ a m a W J z 0 F- W z z a �a ISSUE DATE 06/16/04 CONTENTS. PLANTING PLAN SCALE- 1 " =10' DRAWN. MBM, JT CHECKED- JK PROJECT NO. 03120 VIEW, PLAN SHEET L2 t PLANT SCHEDULE SYMBOL S OS 0 IG O 0 BOTANICAL NAMEI COMMONNAME DECIDUOUS TREES k Acer griseum/ Paperbark Maple Cercis occidentalisl Western Redbud Froxinus pennsylvanics 'Marshall's Seedless? Marshall's Seedless Ash SIZE QUART. REMARKS 21/r cal. 10' height 21/" cal. LARGE EVERGREEN SHRUBS 6 B &B, specimen quality, symmetrical, branched to T min., well matched 2 Multi -trunk min. (3) trunks, B &B, specimen quality, symmetrical, branched to 4' min. 4 Myrics californica/ 30" 3 Pacific Wax Myrtle height Osmanthus delavayU 24" 12 Delavay Osmanthus height Sarcococce ruscifolla/ 24" 3 Sarcoococca height SMALL EVERGREEN SHRUBS Daphne burkwoodll/ 15" 22 Burkwood Daphne height B &B, specimen quality, symmetrical, branched to 5' min., well matched B &B or cont, full & bushy, 5' o.c. max. B &B or cunt, full & bushy, 4' o.c. max. B &B or Cont., full & bushy, 4' o.c. max. B &B or Cont., full & bushy, 3' o.c. max. Ilex crsnata'Compacta'l 24" 17 B &B or cont., full & bushy, Compact Japanese height 3' o.c. max. Holly Nandina Domestics 15" 15 B &B or cunt, full & bushy, 'Moon Bey/ height 30" o.c. max. Moon Bay Nandins Nandina domestica 15" 3 B &B or cent., full & bushy, 'Harbour Dwgrr/ height 3' o.c. max. Harbour Dwarf Nandina BOTANICAL NAME/ SYMBOL COMMON NAME SIZE QUART. REMARKS FERNS as Polystichum munitum/ 1 gal noted Western Sword fern cont, 26 Wall rooted, 24 "o.c. max. triangular spacing, first row max. 10" from edge of bed, full & healthy plants GROUNDCOVERS Arctostaphylos uva ursf 1 gal 292 Point Reyes'/ cont, Point Reyes Bearberry Epimedlum Rubruml 1 gal Epimedium Rubrum conk PERENNIALS & ORNAMENTAL GRASSES Lavandula angustifo0a 1 gal 'Munstead7 coat. Munstead English Lavender 525 Well rooted,li "o.c. triang. spacing, first row max 12" from edge of bad, min (6) 64" runners, full & healthy plants Well rooted, 12 "o.c. triang. spacing, first row max. 9" from edge of bad, fug & healthy plants. 26 Well rooted, full & bushy plants, 1E "o.c. max., first row max ON from edge of bed PLANTING NOTES 1. VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICTS. 2. STAKE LOCATIONS OF ALL TREES FOR APPROVAL PRIOR TO PLANTING. ADJUST LOCATIONS OF SHRUBS AND TREES IN FIELD AS DIRECTED. 3. PRESERVE AND PROTECT ALL EXISTING VEGETATION TO REMAIN. DO NOT DRIVE MACHINERY OVER ROOTS WITHIN EXISTING TREE DRIPLINES, 4. ALL PLANT MATERIAL SHALL BE IN ACCORDANCE WITH MINIMUM SIZES AND TYPES IDENTIFIED IN THE PLANT SCHEDULE. S. PRUNE EXISTING VEGETATION AND NEW VEGETATION ONLY AS DIRECTED. 6. TOPSOIL DEPTHS SHALL BE MINIMUM 6" AT ALL PLANT BEDS OR PER SPECIFICATIONS. SEE SPECIFICATIONS. 7. PROVIDE 2" MINIMUM DEPTH OF MULCH IN ALL SHRUB, FERN AND GROUNDCOVER PLANT BEDS, AND AS INDICATED PER PLAN AND SPECIFICATIONS. E. ALL GROUNDCOVERS SHALL BE PLANTED THROUGHOUT PLANT BEDS INCLUDING UNDER LARGE AND MEDIUM SIZED SHRUBS AND TREES UNLESS OTHERWISE NOTED. 9. ROOT BARRIER SHALL BE INSTALLED AT ALL TREE PLANTINGS IN GRATES AND AT ALL LOCATIONS WHERE TREES ARE LOCATED 4' -0" OR LESS FROM ANY PAVED SURFACE, CURB, WALL, AND /OR FACE OF BUILDING, ROOT BARRIER PER SPECIFICATION SHALL BE INSTALLED AT THE EDGE OF PAVEMENT, CURB, WALL, AND/OR FACE OF BUILDING FROM TREE TO A DISTANCE OF NO LESS THAN V-ON FROM THE TREE IN ANY DIRECTION. SEE SPECIFICATIONS. 10. SEE CIVIL DRAWINGS FOR DRAINAGE LINE LOCATIONS AT RAISED PLANT BEDS. ARC A R C ARCHMECTS 1101 EAST PIKE ST SEAT I-9, ANA 98122 206 322 3322 TEL 2,06 322, 9323 FAX ARCARCHIT15CTS COM MacLeod Reckord Landscape Architects 231 Summit Ave East Seattle, Washington 96102 206 -323 -7919 FAX 323 -9242 0 z W cc z 19 0 a z 0 tl� J W J a Z O F- W Z Z Q D Z d ISSUE DATE 06/16/04 PHASE' BID SET CONTENTS: PLANT SCHEDULE & NOTES SCALE: VARIES DRAWN' TD CHECKED. JK PROJECT NO 03120 VIEW: VARIES SHEET: L3 NOTES: 1. PROVIDE %" EXPANSION JOINT AT ALL INTERFACES WITH BUILDINGS, WALLS AND EXISTING CONCRETE PAVEMENT. SEE PLANS 4 SPECS. 2. SPACE ALL EXPANSION 4 CONTROL JOINTS PER PLANS. 3. SEE SITE LAYOUT PLAN FOR LOCATION OF PEDESTRIAN OR VEHICULAR PAVING CROSS SECTION 4. LIGHT BROOM FINISH TYP. DIRECTION PERPENDICULAR TO PEDESTRIAN TRAFFIC OR AS NOTED ON PLANS. VERIFY WITH LANDSCAPE ARCHITECT IF DIRECTION IS NOT CLEAR 2'1'2" CONTROL JOINT PREMOULDED JOINT FILLER. RECESS EXP, JT. MATERIAL 4 CAULK MIN. - 3/8" DEPTH. DISCONTINUE W.U1M. AT JOINT. 2" WIDE SMOOTH TROWEL FINISH EA. SIDE OF JOINT AS SHOWN, AT EXPANSION AND CONTROL JOINTS, TYP. 1/2" DIA. x 6" LONG SMOOTH STEEL DOWEL W/ SLIP CAP AT 3' -0" O.G. MAX. TOOLED JOINT MIN 1/5 CONC. THICKNESS. SEE PLANS FOR LOCATIONS. 2" WIDE SMOOTH y4„ CHAMFER: TROWEL FINISH AND TYP Y4 CHAMFER a EDGE, TYP. GONG. SLAB W/ 61,x6 "x10/10 uJUS✓I CENTERED IN SLAB. PITCC4 TO DRAIN PER d PL 4" DEPTH sits MINUS GR. ROCK BASE. COMPACT �` TO 9590 $ "� � COMPACT SUEIGRADE TO 959'0 THICKEND CONIC. PEDESTRIAN PAYING EDGE AS SHOWN. 2" WIDE SMOOTH CHAMFER TROUIEL FINISH AND Y14" HA1- I/4" CHAMFER A EDGE, TYP. CONC. SLAB W/ 6 "x9R"xIO /10 WWM CENTERED IN SLAB. %D PITCH TO DRAIN PER III ' w PLANS. 4" DEPTH %11 MINUS CR VEH{CitLAR pAYNa ROCK BASE. COMPACT TO 9590 COMPACT SUISGR:ADE TO 95% CONCfiRETE FAVING N.T.S. NOTES 1. SEATWALL TO BE LEVEL, TRUE AND PLUMB. 2. TROWEL FINISH PER SPEC. SEE SPECS. 3. PROVIDE EXPANSION JOINTS AT ALL INTERFACES WITH NEW WALLS AND BUILDING. 4. SEE SPECS. 3/41, CHAMFER ON ALL (4) SIDES �c PLANT BED "I DRAINROCK PER 4" PERF. PVC DRAINPIPE TIE TO STORM DRAIN SYSTEM PER CIVIL PITCH TO DRAIN TYP. M 1� , r, i 1. X10:5 :t;7 PHASE- 61D SET MARK DATE ddd Itl��3� "7 n 1��0iii�l =1_ivl l itl i 2" SECTION 5EATWALL 1211 ICI d d �I' od 24" NIS 2 P%L EXISTING LDING - T.O.W. To BE LEVEL FIELD VERIFY ELEVATION W/ LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 04 REBAR, 12" O.C. BOTH WAYS CIP CONCRETE SEATWALL ,-EXPANSION JOINT FIN. GRADE KEY TO FOOTING c� 04 REBAR (50TH WAYS) cl�l -- COMPACT SUBGR4DE TO 95% CIP CONCRETE SEAT WALL SIM TO 4 L4 DRAINAGE MAT/ FABRIC. COMPACT SUBGRADE TO 950 5EATWALL CONDITION EXISTING 5UILIDING; 3/4" =1' —O" 1' -O" -- PLANTBED 3/4 FINISH d do I a .I CUR5WALL 3/411=11-011 EXIST. BLDG. PLANT BED X- 1 t . NOTES: 1. SAND SET PAVING TYPICAL. SAND SET PAYERS ON CONC. BASE AT PLAZA BENCHES ONLY. S" DEPTH s/a" MINUS CR. ROCK, COMPACT TO 9550. I" DEPTH BEDDING= SAND 23/91, DEPTH CONC. UNIT PAVERS PER SPEC, F JOINT SAND PER SPEC. FLUSH W/ CONC. PAVEMENT d a ` COMPACT SUBGRADE TO 955'0 SAND SET PAVERS UNIT FAVINCB N.T.S. _ T.O.W. TO 5E LEVEL FIELD VERIFY ELEVATION WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION X3/4" CHAMFER ON ALL (4) SIDES lqz FINISH GRADE O EXP. JT. i "4 REBAR 6 12" OC BOTH WAYS CIP CONCRETE CURBWALL %" MINUS CR. ROCK COMPACT TO 950 COMPACT SUBGRADE TO 9590 *4 REBAR a 12" OC BOTH WAYS DRAINAGE MAT / FABRIC COMPACT SUBGRADE TO 95% CURD PLANT 5EID 4 EX15TING WALL 3/411=11-011 RECESS EXP. JT. MATERIAL AS 54M 1/4' SEALANT, COLOR TO -MATCH WALL 318 �--t�CESS EXP. JT. � i MATERIAL AS SHOWN NSET A NOTEg 1. DISCONTNUE MMAR • EXP. A AND PIWVIDE 1/2' DIA x W LONG SMOOTH STEEL DOWELS • 12" O-C, W/SLIP CAP. Fir=CESS EXP JTS. 4 CAULK SEE INSET A 2. PROVIDE 31W EXP. JT. 04EW WALL AWTS (BUILDINGS, OR CONC, PAVEMENT TYP. 3. PROVIDE VERTICAL EXPANSION JOINTS • MIN. 30' or,, 4. FIELD VERIFY TOP OF WALL ELEVATION PRIOR TO INSTALLATION. 4" DEPTH s/8" MINUS CR. ROCK, COMPACT TO 95%. 4" DEPTH CONC. BASE P DEPTH BEDDING SAND 23 /s" DEPTH CONC. UNIT FLUSH W/ PAVERS PER SPEC. CONC. JOINT SAND PAVEMENT PER SPEC. COMPACT SUBGRADE TO 955'0 SAND SET PAVERS ON CONCRETE BASE CHAMFER AT ALL EXPOSED EDGES C.I.F. CONCRETE WALL 1/211=11-011 AC PAVEMENT ®PARKINCa 4 EXIST. BLDG. 04 REBAR a 12" OC •I BOTH WAYS DRAINAGE MAT •I / FABRIC IIIH COMPACT SUBGRADE TO 9550 CUfiR5 i=AIT04P;::�'KING 4 EX15TINCA WALL- 3/4"=I'-O" d EXP. JOINT 1' -0' MIN. WIDTH LEVEL SURFACE PLANTED AREAS ADJACENT TO BACK OF WALL TYP. FINISH GRADE SHALL 6E 1" BELOW TOP OF WALL AT PLANT BEDS TYP. UN..ESS OTHERWISE NOTED. 2" CLR (TYP) W WIDE ORAN ROCK 4' DIA SCAMP. 40 PVC PERF PIPE, COMIECT TO SD SYSTEM. # RE6AR * I'-O" O.C. TYP. 60TH WAYS — 5/9, MNUS CR ROCK COMPACT TO 95X COMPACT 81,1512-R4DE TO 95A ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM MacLeod Reckord Landscape Architects 231 Summit Ave East Seattle, Washington 96102 206 -323 -7919 FAX 323 -9242 Z O r_ a ° o_ W Co = �- cc W Cd g wi paz I IIIIIIIN a 10:� o O Z ISSUE DATE 061104 PHASE- 61D SET MARK DATE DESCRIPTION CONTENTS. DETAILS SCALE VARIES DRAWN. TD CHECKED JK PROJECT NO 03120 VIEW. VARIES SHEET. L4 V��V m zwt VA Q 1r 1 `o !!u!l��uu!! N iiuou ou!! !!!!!!!lllsf!!!Y !!!!N!!!1!!UH: V !. !!!I!N!I!!!!f!!M! !!lllf6lill!!!!!i! !!!!!!!!!!!!!!!! ri M v PLAN SCALE: 3/4" UNIT PAVING SEE SECTION THIS DETAIL 2 V WIDE GIP CONCRETE COLLAR - ALL FOUR SIDES 4' SQ. TREE GRATE 4 FRAME PER SPEC (RO.LC.) TREE GRATE FRAME (F.O.I.C.) TREE GRATE (F.o.i.ca PEA GRAVEL GIP CONCRETE 2%1l �`COLLAR /,UNIT PAVING NOTE: I. SEE ALSO TREE GRATE 4 PLANTING DETAIL. 2. SEE SPECS SECTION SCALE: 1Y2" = I' -O" CONCRETE COLLAR e TREE GRATE IN PLAZA �1' -5 3/4" v m L, 1 4Y6 "xBYs" (STANDARD) NATURAL COLOR PAVERS W/ SHOTBLAST FINISH 4W6 11 x8Ys" (STANDARD) CHARCOAL COLOR PAYERS W/ SHOTBLAST FINISH TYPICAL FIELD PATTERN TYPICAL PERIMETER BORDER PATTERN Is Ys"xBYa" (DOUBLE STANDARD) NATURAL COLOR PAYERS W/ SHOTBLAST FINISH. TYP. f=AVER LAYOUT DETAIL 3/411=11-011 d a VMINUS CR ROCK COMPACT TO 950 COMPACT SUBGRADE TO 9596 ROOT BARRIER 4'-B 1/4" 4' SQ. TREE GRATE 4 -1 FRAME W/ CIP CONCRETE COLLAR WAVER LAYOUT DETAIL 3/41'=11 -011 LIN 1 V TRENCH DRAIN 4YI I[XaYs" (STANDARD, NATURAL COLOR PAVERS W/ SHOTBLAST FINISH 4YI6 "xBYs'1 (STANDARD) CHARCOAL COLOR PAVERS W/ SHOTBLAST FINISH 1'-5 3/4" SYs "xsYs" (DOUBLE STANDARD) NATURAL COLOR PAVERS W/ SHOTBLAST FINISH. NOTES: 1. FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 2. COORDINATE W/ MANUFACTURER FOR LENGTH OF FRAME AND GRATE. >' `o !!u!l��uu!! N iiuou ou!! !!!!!!!lllsf!!!Y !!!!N!!!1!!UH: V !. !!!I!N!I!!!!f!!M! !!lllf6lill!!!!!i! !!!!!!!!!!!!!!!! ri 4' SQ. TREE GRATE 4 -1 FRAME W/ CIP CONCRETE COLLAR WAVER LAYOUT DETAIL 3/41'=11 -011 LIN 1 V TRENCH DRAIN 4YI I[XaYs" (STANDARD, NATURAL COLOR PAVERS W/ SHOTBLAST FINISH 4YI6 "xBYs'1 (STANDARD) CHARCOAL COLOR PAVERS W/ SHOTBLAST FINISH 1'-5 3/4" SYs "xsYs" (DOUBLE STANDARD) NATURAL COLOR PAVERS W/ SHOTBLAST FINISH. NOTES: 1. FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 2. COORDINATE W/ MANUFACTURER FOR LENGTH OF FRAME AND GRATE. PROVIDE TRINCATED DONEE TEXTURED SURFACE PER ADA STANDARDS (SEE DETAIL). TRIANGULAR "WING:" SECTIONS TO RECEIVE MED. BROOM FINISH, PERPENDICULAR TO CURB. MID BROOM FINISH (TYP) CONTROL JOINT (TYP IF- 2'-O' b" HT. CURB 6" PLAN VARIES CUR13AVALK FNISH GRADE EXPANSION JOINT TYPICAL ALL SIDES I" TOOLED BORDER c.l . `o !!u!l��uu!! N iiuou ou!! !!!!!!!lllsf!!!Y !!!!N!!!1!!UH: V !. !!!I!N!I!!!!f!!M! !!lllf6lill!!!!!i! !!!!!!!!!!!!!!!! ri gig i —• • i • PROVIDE TRINCATED DONEE TEXTURED SURFACE PER ADA STANDARDS (SEE DETAIL). TRIANGULAR "WING:" SECTIONS TO RECEIVE MED. BROOM FINISH, PERPENDICULAR TO CURB. MID BROOM FINISH (TYP) CONTROL JOINT (TYP IF- 2'-O' b" HT. CURB 6" PLAN VARIES CUR13AVALK FNISH GRADE EXPANSION JOINT TYPICAL ALL SIDES I" TOOLED BORDER c.l . VARIES RAMP SLOPE • RAMP SLOPE • 10:1 10:1 PARKING LOT FINISH GRADE HOTE- L CURB RAMP PER WSDOT STANDARDS. 2. SEE SPECS FOR RAMP FINISH. ELEVATION FROM PARKING LOT ADA C;UR5 RX„IF SO v0- T{p. PLAN 2" H, TYPTYR ELEVATION 11W 235" OL. BOTH WAYS, TYR NOTE: DETECTABLE WARNING PATTERNS MAY BE CREATED BY ANY METHOD THAT WILL ACHIEVE THE TRUNCATED DOME DIMENSIONS AND SPACING SHORN. DETECTABLE WARNINCs PATTERN DETAIL ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM MacLeod Reckord Landscape Architects 231 Summit Ave East Seattle, Washington 98102 208323 -7919 FAX 323 -9242 O lot J Co Z Z a 0 W = N cc Wa z X W J O ,Q Z O F- Z L a ISSUE DATE 06/18104 PHASE BID SET CONTENTS DETAILS SCALE VARIES DRAWN- TD CHECKED- JK PROJECT NO. 03120 VIEW: VARIES SHEET L5 `o !!u!l��uu!! N iiuou ou!! !!!!!!!lllsf!!!Y !!!!N!!!1!!UH: V !. !!!I!N!I!!!!f!!M! !!lllf6lill!!!!!i! !!!!!!!!!!!!!!!! ri VARIES RAMP SLOPE • RAMP SLOPE • 10:1 10:1 PARKING LOT FINISH GRADE HOTE- L CURB RAMP PER WSDOT STANDARDS. 2. SEE SPECS FOR RAMP FINISH. ELEVATION FROM PARKING LOT ADA C;UR5 RX„IF SO v0- T{p. PLAN 2" H, TYPTYR ELEVATION 11W 235" OL. BOTH WAYS, TYR NOTE: DETECTABLE WARNING PATTERNS MAY BE CREATED BY ANY METHOD THAT WILL ACHIEVE THE TRUNCATED DOME DIMENSIONS AND SPACING SHORN. DETECTABLE WARNINCs PATTERN DETAIL ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM MacLeod Reckord Landscape Architects 231 Summit Ave East Seattle, Washington 98102 208323 -7919 FAX 323 -9242 O lot J Co Z Z a 0 W = N cc Wa z X W J O ,Q Z O F- Z L a ISSUE DATE 06/18104 PHASE BID SET CONTENTS DETAILS SCALE VARIES DRAWN- TD CHECKED- JK PROJECT NO. 03120 VIEW: VARIES SHEET L5 FERT TABLETS 0 ROOTBALL. PLACE TABLETS a OUTER EDGES OF ROOTBALL, 1 -2" BELOW TOPSOIL SURFACE. — FINISH GRADE VARIES 6" MIN, au THAN ROOTBALL 6HRU5 FLANTINCA N.T.S. 12 GA. WIRE 2" MULCH 2" HT SAUCER BERM SCARIFY SIDES AND BOTTOM OF PIT b" MIN. 1' -6" MIN. PLANT AT SAME GRADE AS NURSERY. PROVIDE MIN. 2" MULCH OVER ENTIRE PLANTING BED. PLANTING SOIL BACKFILL PER SPECS, SETTLE WITH WATER DO NOT LEAVE AIR POCKETS. DO NOT DAMAGE ROOTS DURING PLANTING OPERATIONS. FOR PLANTING ON SLOPES, INSTALL PLAIT UPRIGHT AND LEVEL SOIL TO ASSURE COVERAGE OF ROOTS ON DOWNHILL SIDE OF PLANT. PROVIDE A 2" SAUCER BERM ON THE DOWNHILL SIDE, TYP, SCARIFY SIDES AND BOTTOM OF PIT. REMOVE ALL BURLAP, WIRE AND NON - BIODEGRADABLE ITEMS FROM ROOTBALL PLANTING SOIL BACKFILL PER SPEC UNDER SHRUB SETTLE WITH WATER UNDISTURBED SUBGRADE, COMMON FILL OR PLANTER SOIL PER SPEC. COMPACT TO SO3o PRIOR TO SCARIFYING PIT. /! /1/41 .I` q �� 1 X1/1/1 �� ►� !� �1 /! �� /11111 ii /� �� `�i>,�` � ''1�►�• 1i1 /11,1 /1�� ► '� .lJ& 'e N �� ►t�! /1 /1/1//1 '� � i �1 ��111 h ✓� 'i��:t, � 1 ►� 11 /1 /11t1�111 � ►� � `�y►� `�11 2011 GREATER THAN ROOTBALL DECIDUOUS TREE PLANTING N.T.S. GUY WIRE ENCASED IN BLACK RUBBER HOSE a TRUNK WHITE PLASTIC TAPE FLAGS 2X2 WOOD STAKE, (2) PER TREE, SEE SPEC. PLANT TREE AT SAME GRADE AS NURSERY. PROVIDE MIN. 2" MULCH OVER ENTIRE PLANTING BED. REMOVE BURLAP, WIRE BASKETS, AND ALL NON - BIODEGRADABLE ITEMS FROM TOP 1/3 OF ROOTBALL. FERTILIZER TABLET'S AT ROOT BALL. PLACE TABLETS AT OUTER EDGES OF ROOTBALL, 1 -2" BELOW THE TOPSOIL SURFACE. FOR PLANTING ON SLOPES, INSTALL PLANT UPRIGHT AND LEVEL SOIL TO ASSURE COVERAGE OF ROOTS ON DOWNHILL SIDE OF PLANT AND PROVIDE A 2' HT SAUCER BERM ON THE DOWNHILL SIDE, TYP. PLANTING SOIL BACKFILL PER SPEC. SETTLE WITH WATER DO NOT LEAVE AIR POCKETS. COMPACT PLANTING SOIL BACKFILL TO SO%. COMPACT PLANTING SOIL BACKFILL UNDISTURBED SUBGRADE OR COMMON FILL TO SPEC. COMPACT TO 9030 PRIOR TO SCARIFYING PIT. a MIN. SPACING TRIANGULAR 0 0 o ° EDGE OF PLANTING BED ° ° 0 0 ° CENTER OF PLANT, TYP. ° MIN 6" FROM EDGE OF BED FOR GROUNDCOVERS MIN. 12" FROM EDGE OF ° BED FOR SHRUBS, LOCATE TREES AS SHOWN 'SPACING PER PLANT SCHEDULE, TYP. TYP. GROUND COVER SPACING TYPICAL GI?OUND COVER PLANTED RT NURSERY LEVEL (POTTED PLANTS OR ROOTED CUTTINGS) FINISH GRADE PLANTING (PERSPEC) DECIDUOUS PLANTING. $, RUNNERS BRANCHES MH� b MIN. 2" MULCH (PER SPECS.) i Ilillill l l �— SCARIFIED SUB -GRADE (PER PLANTER TYP. SPACING PER PLANT SCHEDULE GROUNDCOVEfR FLANTING N.T.S. 4' -O" SQUARE TREE GRATE 4 FRAME_ PER SPEC TREE PLANTING W1 GRATE N.T.S. >EPTH PEA GRAVEL BOTTOM OF GRATE GRADE BACKFILL 3H GRADE ED MAT PER SPEC. SEE SPECS. )T BARRIER AT ALL FOUR SIDES rREE PIT, TYP. SEE SPECS. SITING SOIL BACKFILL PER SPEC. 11N. DEPTH TOPSAND PER SPEC. 1PACT SUBGRADE. NOTE: 1. SEE DETAIL 5, SHEET L5, FOR CONCRETE COLLAR AT TREE GRATES LOCATED IN PLAZA WITH UNIT PAVING. 2. SEE SPECS. ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM MacLeod Reckord Landscape Architects 231 Summit Ave East Seattle, Washington 98102 206- 323 -7919 FAX 323 -9242 z W ca Z O Z O a J IIII� ca a W J a Z O F- W Z Z Q D Z a ISSUE DATE 06/18104 PHASE BID SET MARK DATE DESCRIPTION CONTENTS. DETAILS SCALE, VARIES DRAWN TD CHECKED JK PROJECT NO, 03120 VIEW VARIES SHEET. L6 NOTE; 1. INSTALL TRUE AND PLUMB T`YP. 2, STAKE LOCATIONS IN FIELD FOR APPROVAL PRIOR TO INSTALLATION. 3. INSTALL PER MANUFACTURERS INSTRUCTIONS. 4. POWDER COATING PER SPEC. SEE SPECS. 5. BOLLARDS ARE F.O.I.C. (FURNISHED BY OWNER, INSTALLED BY CONTRACTOR) FIN. GRADE a CONCRETE PAVEMENT l 3/4" IA. CAST ALUMINUM TOP (2) %" - 18X38 HEX SOCKET BUTTON HEAD CAP SCREWS SS. 6" STRUCTURAL STEEL 03 PIPE (6 %H DIA.) C14 • • DIA. SPUN. COVER RING :ir $i:� j}{y�y!y.!��j,, l.ir.11w^' %Y N !s � 'r � •Y r i LONG 04 REIBAR HOLES c• • —D 5ASE COMPACT _ -•D TO - 2' -0" MIN DIA. FIXED 5OLLARD CF_O.I.CJ 3/411=11-011 LOW VOLTAGE L IGHT- FIXTURE W/ LOCK NUT AND ADJUSTING SCREW FIXTURE WIRE--, CONNECTOR SUPPLY WIRE a� e N FIN. GRADE CONCRETE NOTE PAVEMENT 1. INSTALL TRUE AND PLUMB TYP. 2. STAKE LOCATIONS W FIELD FOR APPROVAL PRIOR TO INSTALLATION. 3. INSTALL PER M ANUFACTURERS H I `12" LONG 114 REBAR M 1 , INSTRUCTIONS. _ _ __- li— I I f —I H —I I L- 4. POWDER COATING PER 11 1111 —�I—I II I SPEC. SEE SPECS. l —I I —I I1 -1 I i 1I i -1 I i 5. SEE ALSO ELECTRICAL DRAWINGS. 6. LIGHT BOLLARDS ARE F.O.I.C. (FURNISHED BY OWNER, INSTALLED BY CONTRACTOR ,LIGHT 5OLLAIRD �i one '1 3/4" CAST ALUMINUM TOP W/ IA LIGHT DIFFUSER (2) 51f6" - ISXYS HEX SOCKET BUTTON HEAD CAP SCREWS S.S. 6" STRUCTURAL STEEL �� PIPE (6 %11 DIA.) SLEEVING (1) 10 -3 /.�" DIA. SPUN. ALUMINUM COVER RING .'r it rdi3�i r • 2' -O" MIN DIA. THROUGH I" HOLES IN TII, BOLLARD BASE - COMPACT SUBGRADE TO 950 3/411211 -011 ARC A R C ARCHITECTS 1101 EAST PIKE: ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM MacLeod Reckord Landscape Architects 231 Summit Ave East Seattle, Washington 98102 206- 323 -7919 FAX 323 -9242 z O a omz z =o cc W F Z ne g ?3: J W 0 ~= a o�z STATE OF WASHINGTON REGISTERED ISSUE DATE. 06/18!04 PHASE: BID SET CONTENTS DETAILS SCALE. VARIES DRAWN' TO CHECKED. JK PROJECT NO 03120 VIEW, VARIES SHEET L7 m1w 4 WA ANNEX G0N5TRUGTION EXI5TIN2 CITY HALL A3.1 REHR TO 15 ORIG PRE5ERVAN ARCHITECT COMPLETE SLOPE OF NOW lla:. r ar r jj5... _ FIRST FLOOR PLAN JECT TH SCALE: 1/8" =1' -O" rd WALL TYPES GENERAL NOTES 1. REFERENCE HISTORIC PRESERVATION DRAWINGS FOR EXTENT OF WORK AT THE BASEMENT LEVEL OF THE EXISTING BUILDING. 2. REFERENCE STRUCTURAL DRAWINGS FOR SEISMIC RENOVATION WORK ON THE EXISTING STRUCTURE 3 REFERENCE HISTORIC PRESERVATION DRAWINGS FOR EXTENT OF DEMOLITION/ REPAIR TO THE INTERIOR SPACES REQUIRED FOR THE INSTALLATION OF THE SEISMIC UPGRADES 4. REFERENCE HISTORIC PRESERVATION DRAWINGS FOR EXTERIOR ENVELOPE AND WINDOW RESTORATION WORK ON THE EXISTING CITY HALL. 5. REFERENCE SHEET A3.2 AND A3.3 FOR STAIR SECTIONS AND ENLARGED FLOOR PLANS 6. REF SHEET A7.2 FOR FINISHES IJi 2.5 o ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM REGISTERED J z O a ~o ° ao z =o W Wa to Z 12 9C 3: J W p az zz � a ° L 0a ISSUE DATE, 06 -18-04 MARK DATE DESCRIPTION CONTENTS OIST FLOOR PLAN SCALE: 1 />S" =1'-0' rrr ��° ♦ � ♦rr :►tea ♦ PROJECT N0- 2001564 ►�, IBM ►� E © Q ® r lw ♦ r ^►�: r= _.� ►" .�, a �r rte: w WALL TYPES GENERAL NOTES 1. REFERENCE HISTORIC PRESERVATION DRAWINGS FOR EXTENT OF WORK AT THE BASEMENT LEVEL OF THE EXISTING BUILDING. 2. REFERENCE STRUCTURAL DRAWINGS FOR SEISMIC RENOVATION WORK ON THE EXISTING STRUCTURE 3 REFERENCE HISTORIC PRESERVATION DRAWINGS FOR EXTENT OF DEMOLITION/ REPAIR TO THE INTERIOR SPACES REQUIRED FOR THE INSTALLATION OF THE SEISMIC UPGRADES 4. REFERENCE HISTORIC PRESERVATION DRAWINGS FOR EXTERIOR ENVELOPE AND WINDOW RESTORATION WORK ON THE EXISTING CITY HALL. 5. REFERENCE SHEET A3.2 AND A3.3 FOR STAIR SECTIONS AND ENLARGED FLOOR PLANS 6. REF SHEET A7.2 FOR FINISHES IJi 2.5 o ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM REGISTERED J z O a ~o ° ao z =o W Wa to Z 12 9C 3: J W p az zz � a ° L 0a ISSUE DATE, 06 -18-04 MARK DATE DESCRIPTION CONTENTS OIST FLOOR PLAN SCALE: 1 />S" =1'-0' DRAWN. EGW CHECKED. DR PROJECT N0- 2001564 SHEET A2.1 A3 4 4 NEW ANNEX CONSTRUCTION EXISTING CITY HALL A3.1 REFER TO HISTORIC PRESERVATION A"TEGT Qf.P.A) DRAWINGS FOR COMPLETE SCOPE OF WORK N SECOND FLOOR PLAN SCALE: 1/8" =1'-0" WALL TYPES GENERAL NOTES 1. NOTE EXISTING SECOND FLOOR IS ACCESSED FROM NEW THIRD FLOOR REFERENCE A2.3 FOR NEW WORK AT EXISTING SECOND FLOOR. 2. REFERENCE STRUCTURAL DRAWINGS FOR SEISMIC RENOVATION WORK ON THE EXISTING STRUCTURE 3 REFERENCE HISTORIC PRESERVATION DRAWINGS FOR EXTENT OF DEMOLITION / REPAIR TO THE INTERIOR SPACES REQUIRED FOR THE INSTALLATION OF THE SEISMIC UPGRADES 4 REFERENCE HISTORIC PRESERVATION DRAWINGS FOR EXTERIOR ENVELOPE AND WINDOW RESTORATION WORK AT EXISTING CITY HALL. 5 REFERENCE SHEET A3.2 AND A3 3 FOR STAIR SECTIONS AND ENLARGED FLOOR PLANS B. REF SHEET A7.2 FOR FINISHES ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM z 0 Z 0 ° ao z =o cc Wa z oc x ?: JW 0 az =z � a L 04 ISSUE DATE 06 -1E-04 MARK DATE DESCRIPTION 6-18-041 BID DOCUMENTS CONTENTS 2ND FLOOR PLAN SCALE 1!6" =1'-V r E r v :r : PROJECT NO 2001564 INDICATED 6r TYPE cl _ � i 6m AS INDICATED "r• EA. SIDE TYPE a r• Vii =6►�' © .. 2)(b I W RATED SHEAR KNILL 2x4 I W RATED 5WHAR Kql ------ 2X41 HP, RATED KALL 67A FILE I 3514 SIM. 6A FILE NO. I .,`r ,� < - I • . • _ -1:r GWGAL 'a ` u r : ? ii! AS INDICATED BY EA. SIDE EA, SIDE TYPE a Ewa J Pi"I% HALL ® 2* KALL RATED KALL :r i 6A FILE NO. WALL TYPES GENERAL NOTES 1. NOTE EXISTING SECOND FLOOR IS ACCESSED FROM NEW THIRD FLOOR REFERENCE A2.3 FOR NEW WORK AT EXISTING SECOND FLOOR. 2. REFERENCE STRUCTURAL DRAWINGS FOR SEISMIC RENOVATION WORK ON THE EXISTING STRUCTURE 3 REFERENCE HISTORIC PRESERVATION DRAWINGS FOR EXTENT OF DEMOLITION / REPAIR TO THE INTERIOR SPACES REQUIRED FOR THE INSTALLATION OF THE SEISMIC UPGRADES 4 REFERENCE HISTORIC PRESERVATION DRAWINGS FOR EXTERIOR ENVELOPE AND WINDOW RESTORATION WORK AT EXISTING CITY HALL. 5 REFERENCE SHEET A3.2 AND A3 3 FOR STAIR SECTIONS AND ENLARGED FLOOR PLANS B. REF SHEET A7.2 FOR FINISHES ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM z 0 Z 0 ° ao z =o cc Wa z oc x ?: JW 0 az =z � a L 04 ISSUE DATE 06 -1E-04 MARK DATE DESCRIPTION 6-18-041 BID DOCUMENTS CONTENTS 2ND FLOOR PLAN SCALE 1!6" =1'-V DRAWN. EGW CHECKED- DR PROJECT NO 2001564 SHEET - Q2.2 mw 4 tfA ANNEX C40%lVUGTION I EXISTING G11 Y HALL REFER TO HISTORIC PRE5ERVATTON ARCHITECT (H.PA) DRANING5 FOR COMPLETE SCOPE OF NORK E l ^J _I.. n5 lrl . _i.. lul I THIRD FLOOR PLAN SCALE: 1/8" =1'-O" 2 :-r-r a.•.. • • �► • WALL TYPES RADIATORS - SEE MEGH. �JECT N TH 2x ND. TRIM FIAT HT. AT ever wei i exenn _ rva GENERAL NOTES 1. NOTE EXISTING SECOND FLOOR IS ACCESSED FROM NEW THIRD FLOOR. REFERENCE BUILDING SECTION A3 2 2 REFERENCE STRUCTURAL DRAWINGS FOR SEISMIC RENOVATION WORK ON THE EXISTING STRUCTURE 3. REFERENCE HISTORIC PRESERVATION DRAWINGS FOR EXTENT OF DEMOLITION/ REPAIR TO THE INTERIOR SPACES REQUIRED FOR THE INSTALLATION OF THE SEISMIC UPGRADES 4 REFERENCE HISTORIC PRESERVATION DRAWINGS FOR EXTERIOR ENVELOPE AND WINDOW RESTORATION WORK 5. REFERENCE SHEET A3.2 AND A3.3 FOR STAIR SECTIONS AND ENLARGED FLOOR PLANS 6 REF SHEET A7.2 FOR FINISHES H J K 1.8 25 — 3.3 4.3 5 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM z 0 a ~o ° ao z W Wa z 19 x : mi ld p az z H° — Z 04 ISSUE DATE 06 -18-04 MARK DATE DESCRIPTION CONTENTS 3RD FLOOR PLAN SCALE 1/8"= DRAWN. INDICATED I CHECKED: ` INDICATED : • f + I • - INDICATED BY r % .G r I EAL r r 0 2X4 SHEAR KALL 2X4 KAU 2* 1 HR. RATED SHEAR KALL 2X4 1 HP, RATED 5HEAR Kkl 201 HR. RATED MALL 6A FILE NO. 3514 SIM. • I NO. MP 3514 ••r :nor SIM 1. i wom NMI . I :r m . • WALL TYPES RADIATORS - SEE MEGH. �JECT N TH 2x ND. TRIM FIAT HT. AT ever wei i exenn _ rva GENERAL NOTES 1. NOTE EXISTING SECOND FLOOR IS ACCESSED FROM NEW THIRD FLOOR. REFERENCE BUILDING SECTION A3 2 2 REFERENCE STRUCTURAL DRAWINGS FOR SEISMIC RENOVATION WORK ON THE EXISTING STRUCTURE 3. REFERENCE HISTORIC PRESERVATION DRAWINGS FOR EXTENT OF DEMOLITION/ REPAIR TO THE INTERIOR SPACES REQUIRED FOR THE INSTALLATION OF THE SEISMIC UPGRADES 4 REFERENCE HISTORIC PRESERVATION DRAWINGS FOR EXTERIOR ENVELOPE AND WINDOW RESTORATION WORK 5. REFERENCE SHEET A3.2 AND A3.3 FOR STAIR SECTIONS AND ENLARGED FLOOR PLANS 6 REF SHEET A7.2 FOR FINISHES H J K 1.8 25 — 3.3 4.3 5 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM z 0 a ~o ° ao z W Wa z 19 x : mi ld p az z H° — Z 04 ISSUE DATE 06 -18-04 MARK DATE DESCRIPTION CONTENTS 3RD FLOOR PLAN SCALE 1/8"= DRAWN. EGW CHECKED: DR PROJECT NO 2001564 SHEET: A2.3 m w 4 wN ANNEX GON5TRUGTION EXISTING GITY HALL 8 Rnnl= DI A AI 0 2 4 8 P .IECT TH 16 GENERAL NOTES 1. COORDINATE WITH ELEVATIONS AND WALL SECTIONS 2. REFERENCE HISTORIC PRESERVATION DRAWINGS FOR EXTENT OF WORK ON THE HISTORIC CITY HALL ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM z O _ a ~o ° ao z =o W Wa Z 1% J W p az =z F a IL Q ISSUE DATE. 06 -18-04 MARK DATE DESCRIPTION 63-18-041 81D DOCUMENTS CONTENTS - ROOF PLAN SCALE 1f6" = T -T DRAM EGW CHECKED- DR PROJECT NO 2001564 SHEET. A2.4 z w z N X 1U 7 n H.B. - SEE MECH. I RECEPTACLE I I _SEE ELEC. I i I I I I I I I I I I I I I I I I I I I I WEST ELEVATION SCALE: 1/8" = T -0" 1^ A83 I I 1 E I I ! I I EAST ELEVATION SCALE: 118" = T -0" I I n "N' RECEPTACLE I I Jc�E ELEG. I I I I I I I I I I i t I I I I I I I I I I i t i t I I,c METAL PARAPET PRE -CAST GONG. EL. 3 t'-6" rl T.O. PARAPET VARIES T.O. PLATE -► •tr E:L. N`-4; GONG. PLANTER SEE LANDSCAPE PILES # FDN. SEE STRUGT. V I ZID z, z Ip II L� II �II z II I n n IXI r I.e 0 I I I - - - - - -L rJ� PILES d FDN. SEE 5Ti2UGT. I I I I I I I i i I I 1 I I I I I I SOU TH EELVAON E. REFERENCE H.P.A. DRAWIN65 FOR SCOPE: OF WORK ON EXI5TING CITY HALL 4. VARIES ft TOP BAND TYPE A MIDDLE BAND, TYP. 01,4► 5' M.-Ill :., TYPE B I" 1I" 3�"` MIDDLE BAND - NORTH WALL TYPE E VARIE5 4 . PRECAST CONCRETE NOTES. k * I. CORNER CONDITIONS VARY v 2. FIELD VERIFY LEN&TH 3. SEE WALL SECTIONS AND DETAILS ON A8.1 4. REFERENGE 5714GT. NOTES SILL5 TYPE G F GI A. TYPICAL CORNER - NO MITERS �3 L3. PRECAST SCHEDULE - TYP. SCALE: 318" =1' -0" HOSE BIB I 1 r� I 1 I I i I i I �c NORTH ELEVATION SCALE: 1/8" = 1'-0" I i 1 I I I I I I I I I MIDDLE BAND - 5" }"TALL TYPE F ffil I' 21R q I D.i I 1 IJ I I I 1 I I I I I I I PRE -GA5T TYPE E ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM REGISTERED JF OF a 0 a Z J0 � ao a =o W Wa cc Z oC X ?� JW 0 Z a F. = a I, a 0. 04 ISSUE DATE 06 -18-04 MARK DATE DESCRIPTION CONTENTS: ELEVATIONS SCALE 118" =1' -0" DRAWN: EGW CHECKED DR PROJECT NO- SHEET A3.1 VARIES :o PRECAST SCHEDULE - TYP. SCALE: 318" =1' -0" HOSE BIB I 1 r� I 1 I I i I i I �c NORTH ELEVATION SCALE: 1/8" = 1'-0" I i 1 I I I I I I I I I MIDDLE BAND - 5" }"TALL TYPE F ffil I' 21R q I D.i I 1 IJ I I I 1 I I I I I I I PRE -GA5T TYPE E ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM REGISTERED JF OF a 0 a Z J0 � ao a =o W Wa cc Z oC X ?� JW 0 Z a F. = a I, a 0. 04 ISSUE DATE 06 -18-04 MARK DATE DESCRIPTION CONTENTS: ELEVATIONS SCALE 118" =1' -0" DRAWN: EGW CHECKED DR PROJECT NO- SHEET A3.1 18 As. f OGII BRICK WALL BEYOND ELEVATOR EXTEtL510N _ TJI FRAMING - BEYOND �SLOPEO STEPPED GL6. FIN15H - DUGTS - SEE MEGi. - - VENT 6W6 CLG. -SEE MEGH. A5.4 TA. PLATE � I s — OFFICE AREA I I CONFERENCE ROOM LI TA. RADIANT SLAB 2 \ GO ROOM I I T.O. RADIANT 5LAB - - -- CANOPY, REFER TO % / \ O STRGTRAL DW6 ROOM - - -- I I T.O. RADIANT SLAB — 6 2 A53 A3.2 R -10 UNDER SLAB INSIATION, TYP. 4.0 BUILDING & STAIR #3 SECTION SCALE: 1/8" =1' -0" STAIR # 3 NOTES 1. ALL TREADS WILL BE RECLAIMED LUMBER PROVIDED BY OWNER 2. WD. BENCH TOP TO BE RECLAIMED LUMBER PROVIDED BY OWNER 3. STL. STAIR STRINGERS PER STRUCT. FOR STAIR # 3. 4. STAIR # 1 AND # 2 TO BE BIDDER DESIGN. 5. HANDRAILS AS NOTED BY OTHERS WILL BE WELDED STEEL DESIGN PROVIDED BY OWNER. CONTRACTOR TO COORDINATE WITH STEEL STAIR SHOP DRAWINGS AND FINAL INSTALLATION. W. FRAMING AND 5TAI16 5 STAIR #3 SECTION SCALE: 1/4" = 1' -0" 4e N i 1 1 1 I i 1 I l; I 1 1 1 ` TPO ROOFING SYSTEM R-21 R16,I0 INSULATION PLYWOOD, SEE STRUGTURAL SLOPED TJI JOI5T5, 5EE 5TRUCTURAL CEILING FINISH, SEE RGP .• � STANDARD BRIGK I? AIR SPACE BUILDING PAPER PLYWOOD, SEE 5TRILnFAI_ 2X6 A I6' O.G. R-1q GATT INSULATION 5/8' 6W6 fir i FLOOR FINISH, SEE PLAN5 I } TOPPING 5LA8, 5EE MECHANICAL PLYWOOD, 5EE 571WTLPAL TJIs, SEE 5TIWTWAL CEILING FIN154, 5EE RGP I �' TOPPING 5LAB, 5EE MECHANICAL CONCRETE SLAB, SEE 5TRUCR RAL R -10 RIGID INSULATION 2' SAND 10 MIL V15MEEN 2' SAND 4' GRAVEL I I I I I OPEN OFFICE T.O. RADIANT SLAB I I I OPEN OFFICE I 11'-4' TA. RADIANT SLAB i I OPEN OFFICE O' -0' I T.O. RADIANT SLAB I I 4.0 BUILDING SECTION SCALE: 1/8" = 1' -0" 2 STAIR #3 SECTION SCALE: 1/4" = T -0" D E STEEL PIPE RAIL AT FRAMED WALL PROVIDE BLKG FOR WALL 2' -1' BRACKETS — — 4 I'-0 ' 4' 7 ",p A43 3 I3' EA A 4 I WIN KALL EPDXY 1\ :. BRACKETS ALL OTHER ��i� � �� !■ ' AM I. . .COORDINATE ■!ice V T/ 4.0 3 STAIR #3 - 2ND FLOOR SCALE: 1/4' = 1' -0" • r � f1 ililil�ilfl �ilf1/Ii A1r!'�iif1i11.mom I� l imiiiliiiiiii��f1•_ iill 7il�iii� /i�i��iil�liiii�11r,11 ILI ■_ i��iiiiiiiiiiiiiil •iiltliiiiiiiiiiiitiii!� AUGERCAST PILE'S AND EXCAVATE 51 TO - GRADE BEAMS PER STIWT. PROVIDE WATERPROOFING AT EXI5T. BRICK WALL IL7 2 HR BLDG. SEPARATION - MT. BRICK WALL AT WALL PENETRATIONS PROVIDE UL APPROVED FIRE RATED SY5TEM5 CLERESTORY - BEYOND EXISTING HISTORIC CITY HALL SEE HPA DRAWINGS FOR FULL SCOPE ROOF FRAMING - SEE 5TRUCT. ROOFING #INSULATION -SEE HPA REF. A53 AND A5.4 FOR INT. ELEVATIONS RADIATOR PIPING - 5EE MEGH. FIRE HALL / M1.6" ir:1J1� ► J' i _r �r a FIRST FLOOR � J ECT Tll TH COUNCIL CHAMBERS L N JAIL BASEMENT ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM Z O I• I• Z �0 in ao Z ° W W Z X Lu p aZ '' = a %' ° Z IL ISSUE DATE: 06 -18-04 MARK DATE DESCRIPTION 618-04 BID DOCUMENTS CONTENTS: BUILDING & STAIR SECTIONS SCALE: AS NOTED DRAWN: EGW CHECKED: DR PROJECT NO: 2DO1564 SHEET. A3.2 J (@)- OPP� /8VI1EW b U- m -. R_i2 - ELEVATOR TO ALLOW FOR r- -- - - - - -1 RTURE STOP i I i � 8. i- z I TA. HISTORIC � `� CITY HALL PARAPET UNION WIN ELEVATOR SECTION SCALE: 1/8" =1' -0" in Q m FIELD VERIFY HEIGHT 17 (Ei STONE FON. PROTEGT DURING EXCAVATION 4 PILE INSTALLATION STAIR #o SECTION 2 0 8 RAJ PIP -SE ELEV. PIT STAIR #2 SECTION _ 3 SCALE: 1/8" = T -0" 6 ST/ AI R #1 PLAN -3RD FLR SCLE: 8 16 r DIMENSIONS WITH ELEV. MFR. BEFORE FRAMING HOLY ELEC. 41 DER AND ACCESS GH JGE - TYR 8 16 7 1 STAIR #2 PLAN -3RD FLR r 8 L/ SCALE: 1/8" ELEVATOR PLAN -3RD FLR STAIR #1 PLAN -1 ST FLR 5 SCALE: 1/4" = T -0" 0 4 8 1 O SCALE: 1/4" = 1'-0" 2X 5ENT STEEL 5TRIN6ER - 51PPER DE516N W/ 1 -112" VIA. PIPE RAILINGS 5/4 x CLEAR FIR GAP 2 x 3 FRAMIN6 1/2" COS - SEALANT, TYP. AT Cam. WALL NO SEALANT AT 0 BRICK WAIL .2 x 5TL 5TRINGER BIDDER DE516N CONC. PAN5 ON 5TL. ANGLES - BIDDER DESIGN HANDRAIL DETAIL \,�� SCALE: 3" =I '-0' 3311 IC GENERAL STAIR NOTES - STAIRS #1 & #2 1. ALL PORTIONS OF THE STAIR ENCLOSURES & MACHINE ROOM ARE 1 HR. RATED ASSEMBLIES. 2. SPACES UNDER STAIRS ALLOWED PER U.B.C. 1005.3.3.6. 1 SEE 3 /A9.1 & 8/A9.1 FOR TYP. STAIR DETAILS. 4. R= RISER, T= TREAD, TYP. 5. STAIRS ARE BIDDER -DESIGNED PER THE DETAILS & ELEVATIONS. 6. REF A32 FOR STAIR 113 7. REF A5.3 FOR STAIR @ 3RD FLOOR 8. HANDRAILS AT EXIST. BRICK WALL, INSTALL HANDRAIL WALL BRACKETS WITH EPDXY BOLTS FOR SUPPORT MEET MEMO - I...fi_ (� n 8 / STAIR #2 PLAN -2ND FLR 8 SCALE: 1/4" = 1' -0" ♦• 4♦ all MOW 12 STAI"R#2 PLAN -1 ST FLR SCALE: 1-0" MEMEM 1' -0" WOOD GAP ON PARTIAL HT. 2x3 WALL -REF/-71 F1115FI W/ FF. HECK ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM Z O a ~o J � m ~ z a° W u Q Z 1 3 W p aZ =Z ° IL 04 ISSUE DATE: 06 -18.04 MARK DATE DESCRIPTIDN CONTENTS: ELEVATOR & How OPB STAIR SECTIONS SCALE AS NOTED DRAWN: EGW CHECKED: DR PROJECT NO: 2001564 SHEET: A3.3 GENERAL NOTES 1. REF SHEET A3.2 FOR BUILDING SECTIONS AND ASSEMBLY DESCRIPTIONS. SEE A4.0 FOR 2, -8, T.D. 5LAB PRE -GA5T SHAPE AS INDICATED ON BLDG ELEVATIONS SHEET A3.1 PRE -CAST LINTEL - 2 BRICK GORSE HIGH - LENGTH AS INDICATED ON ELEVATION5 44T�.13F' L PLATE ALUMINUM GLAD WINDOW - SEE SCHEDULE I - i PRE -CAST 51H - 2 BRICK COURSE HI6H - LENGTH AS INDICATED Ic ON ELEVATIONS M •; •.•i•. •.•..... •y; a e _ . . e . e . _ . .e T.O. SILL PLATE EL. = 3' -7 1/2" T.O. GONG T.O. I GONG. WALL PER 5TPUGT. FIN15H 6RAD1=-SEE CIVIL WALL SECTION SCALE: 1/2" = 1 ' -0" EL = 0' -0" /14.25' T.O. SLAB ME—MV I O •.49 •.4 •. O O •.O O O O❖. � I HIE 6 I;le� I I I \ METAL CORNICE \I PLASHING { - -METAL PREFIN. PANELS SLOPED PR ME EFIN. TAL ��FLA5HING �PRE -GA5T AS INDICATE ON ELEVATION5 ALUMINUM GLAD WINDOW - SEE 5GHEDULE PRE -GA5T - 2 BRICK �2" COURSE HIGH - LENGTH =td AS INDICATED ON tiT ELEVATIONS = ALUMINUM GLAD NINDOW o -SEE SCHEDULE � O T5. BRAGIN6 PRE -GAST SHAPE AS INDICATED ON ELEVATION5 T.S.:1 'L' ANGLE PER 5TRUGT. T.O. BRICK 6N5. 5OFFITT N/ DOWNLIGHf ALUM. REVEAL MOLDING IN1M GLAD STOREFRONT A5 INDIGATED ON ELEVATIONS METAL 516NA6E ANCHOR AT 51DE NALL5 �H iii• BACXER BOARD ON 9iui _Ii• . • :' I I Ion �2" ALUM. DROP BOX 1/4' PAINTED 5TL PLATE SEE DETAIL 18 A8. T.O. GONG ADA DOOR ACTUATOR SWITGH METAL GRATE PER PLAN 4 DETAIL 13 /FLR VRAIR 5EE GIVIL DNGS FOR CONTINUATION SLOPE A, EL. = 0' -0" / 14.25' WALL SECTION SCALE: 1/2" = T -0" 34'5-1/6" 22' -6" EL. = Ob" I i ••I �w {lily 0TH l \ 'METAL CORNICE 1 FLA5HING T —_ METAL PREFIN. PANELS 5LOPED PREFIN. METAL _,_�FLA5HIN6 PRE -CAST AS INDICATE ON ELEVATIONS ALUMINUM GLAD WINDOW - SEE 5GHEDULE PRE -CAST SHAPE - 2 BRICK COURSE HIGH - LEN6TH AS INDICATED ON BLDG ELEVATIONS 5HEET A3.1 Y' ALUMINUM GLAD WINDOW - SEE SCHEDULE PRE -GA5T SHAPE AS INDICATED ON ELEVATIONS ALUMINUM GLAD WINDOW - SEE 5GHEDULE METAL PANEL A5 INDIGATED ON ELEVAT10N5 ALUMINUM GLAD WINDOW - SEE SCHEDULE O tY O 3 Qo m V �A .dill 4•,•,•.•,•,•,y,•,• m O WALL SECTION 54'5-1/5n T.O. PLATE T.O.P. AT EAST WALL 33' 8-5/8` HE16 4T TO VARY ALONG NORTH WALL GOORD. W/ TOP OF BEAM PER STPUGT. 22'-6" mm ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAx ARCARCHITECTS COM z O _ aZ ~o z W uA a Z cc X mi w p az Z _ Z IL 04 ISSUE DATE 06.1&04 MARK DATE DESCRIPTION 618-04 BID DOCUMENTS CONTENTS: WALL SECTIONS SCALE: AS NOTED DRAWN. EGW CHECKED. DR PROJECT N0: 20015M SHEET: A4mO LIGHT FIXTURE - - - - -- - - - - -- - r LIGHT FIXTURE ADA SHOWER SEE ELEG. STALL MIRROR SOFFIT FRAMING MIRROR 24" X ONE PIEGE - 24" X 36" W/ GWB. FINISH SEE MEGH. COORD. W/ 6 DODR SWING" 5HOWER MFR. — ARC DISAPENSER 3• 3' I' -10' `. 3,$, D, GTR. HANDSET ` \ PLAM. GORNER CURTAIN ROD REGEPTACLE SURFACE- MOUNTED PER MFR. SHELF W/ STLS. TSPD PER ELEG 1 g. PAPER TOWEL ` \ 5TL. BRACKETS GOATHOOK5 DISPENSER ' e e ARC ARCHITECTS ' ® I 1 1101 EAST PIKE ST DUAL FLUSH BABY CHANGING TOILET p o `( TABLE P SEATTLE, WA 98122 206 322 3322 TEL 11-5" MIN. TO AR ARCHI ECTS C M 1' -1" MAX. (3T-112" MAY, _ 6" TILE BASE TO TOP OF SEAT TfPIGAL WOMENS TOILET 112 & 212, TYP. 2 SHOWER 113 2696 REGISTERED 1 EAST SOUTH WEST NORTH SOUTH NORTH WEST HITE T FRAMING PER PLAN I DA J. RUTHERFORC] I I I 3' -0' 2'$" 2'$" 2-64 3` -0' WALL CABINETS STATE OF WASHINGTq W/ SOLID POOP5 4 ADJUSTABLE -- 5HELVE5 - - - -- SOAP LIGSHT FIXTURE EXIT - - - - -- r DISPENSER BASE GA81NET5 I I MIRROR I REGEPTAGLE 24" X 36" `� — - - `� OR SWING / 1 =1 PER ELEG. 3 -0� 3� 12' 3'$" J N DOOR 51GNAGE \ DOORS 4 _ c c ADJUSTABLE `d ' `. SHELVES Lj BABY CHANGING : 1' 5 TSPD TABLE P ❑ ❑ OF0,1' ` Li 00 0 00 SURFACE- MOUNTED DUAL FLUSH c� PAPER TOPEL TOILET DISPENSER x 1' -5" MIN. TO 1' -1" MAX. RANGE - !SEE MEGH) TO TOP OF SEAT OFOI PROVIDE REGPTL MENS TOILET 111 BREAKROOM 108 3 EAST SOUTH WEST NORTH EAST Z O F-1 Z _ SOAP - - - --- r- -- -- DISPENSER (4) ADJ. O i REGEPTACLE MIRROR `� SHELVES ON i J ---DOOR SWING ILI PER ELEG. 3'-0' 3' 24" X 36" E2, 5 P DOOR 51GNAGE N STD5. MOP HOLDER a PAPER TOWEL 1'3 PLAM ° Q m ivy Q I DISPENSER . TSPD \ SURROUND- � % PLAM !WALL MTV) FLOOR SINK Q ` ` SEAL BETWEEN N Y o ITO,, E LUSH PLAM 4 SINK 1'$' r z I' -5" FLOOR SINK MIN. TO 3i' -1122` MAX. P -1" %,TAX. 3 W TO TOP OF SEAT Z az MENS TOILET 211 G JANITOR'S CLOSET 211B 1 SIM 111B 5 EAST SOUTH WEST NORTH V WEST SOUTH > 0 o Iz I. 0 a LIGHT FIXTURE ISSUE DATE: 06-16 -04 SEE ELEG. MARK DATE DESCRIPTION 6-18-D941 BID DOCUMENTS LIGHT FIXTURE SOAP EXTERIOR DISPENSER MIRROR 2'X 5' r5, WINDOW (4) ADJ. 3' 3' -0' PER ELEG 5URFA6E-MOUNTED • DOOR SWING 3'$' 12' SHELVES ON TSPD in SP5N° ` STDS PAPER .1 V N CABINETS W/ SOLID DOORS 4 ADJUSTABLE TOILET LUSH —� ❑ zo ❑ SHELVES CONTENTS: MINI -5" MIN. TOr 4 OFOIFRIDGE INTERIOR - ELEVATIONS -1 MAX. 3T' -I /2 MAx. HW TANK END PANEL TO TOP OF SEAT (`-� UGH) 2'$' 2'$' 2'$" SCALE: 1/4'= l'-V DRAWN: EJW RESTROOM 308 KITCHEN & STORAGE 307 CHECKED: DJR Q PROJECT NO 2001564.030 EAST SOUTH WEST NORTH 8 EAST VIEW: SHEET: Q5.1 I ADJUSTABLE SHELF I FIXED SHELF W/UNDERLIGHT SEE ELEG. VERIFY W/ OWNER EQUIP. WORK ROOM 109 EAST WORK ROOM 209 WEST RECEPTION ' DESK WITH OPEN SHELVES d n - LI6HT5 PER FI -(2) 12" SHELVE5- ADJU5TABLE BASE CABINETS— W/ 50LID DOORS d ADJU5TA13LE SHELVES WALL MOUNTED CABINETS W/ SOLID DOORS 4 ADJUSTABLE 5HELVE-5 5 ADJUSTABLE SHELVES AT 12" DEEP 4" B� TYPIC 4" B.4GY�rvi�rr EAST 2' -0' 11 3' -0' I. Y -0' SOUTH RECEPTION 203, LOUNGE WEST OCC I 3` -10' I 10\O` I LOBBY / I NORTH NTAKE 301 MAPLE BULLN05E TRIM OFOI FURNITURE SUSP. GE PER PLA (2) WALL MOUNTED SHELVES FILE CABINETS OFOI FINANCE 104 NORTH BASE GABINET5 W/ SOLID DOORS d ADJUSTABLE 5HELVE-5 WORK NORTH ROOM 309 RTH 4 5HELVE-5 ON METAL 5TANDARDE BASE GABIh W/ SOLID DOORS 8 ADJU5TABL 5HELVE5 SOUTH DESK a 30" EAST SOUTH EAST BRIGK FGI TOP WEST ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL. 206 322 9323 FAX ARCARCHITECTS COM z O a O � a0 z 0 W Wa Z �W p az IL V a ISSUE DATE: 06.18 -04 MARK DATE DESCRIPTION 6-18-041 BID DOCUMENTS CONTENTS INTERIOR ELEVATIONS SCALE: U4" =1' -0" DRAWN: EJW CHECKED: DJR PROJECT NO: 2001564.030 VIEW: SHEET: A5.2 0 .\ 6PEN To SPACE BEYCSND 3 Ll 14 IF RECEPTION 203, LOUNGE WEST OCC I 3` -10' I 10\O` I LOBBY / I NORTH NTAKE 301 MAPLE BULLN05E TRIM OFOI FURNITURE SUSP. GE PER PLA (2) WALL MOUNTED SHELVES FILE CABINETS OFOI FINANCE 104 NORTH BASE GABINET5 W/ SOLID DOORS d ADJUSTABLE 5HELVE-5 WORK NORTH ROOM 309 RTH 4 5HELVE-5 ON METAL 5TANDARDE BASE GABIh W/ SOLID DOORS 8 ADJU5TABL 5HELVE5 SOUTH DESK a 30" EAST SOUTH EAST BRIGK FGI TOP WEST ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL. 206 322 9323 FAX ARCARCHITECTS COM z O a O � a0 z 0 W Wa Z �W p az IL V a ISSUE DATE: 06.18 -04 MARK DATE DESCRIPTION 6-18-041 BID DOCUMENTS CONTENTS INTERIOR ELEVATIONS SCALE: U4" =1' -0" DRAWN: EJW CHECKED: DJR PROJECT NO: 2001564.030 VIEW: SHEET: A5.2 1 HALLWAY 313 WEST �— RADIATOR PER MEGH. LOBBY 312 SOUTH O F- -- -- ; / I I I ; I I I I/ I K I I� I I I I � I I � I I � 7 EAST ELEVATOR DOOR ON HOLD —OPEN —SEE ELEG. 1/4" WIRE 6LA55, TYP AT I HR. WALL MALL 5GONCE — 5EE ELEG. COUNTER W/ HIDDEN 5TL. ANGLE SUPPORT5 51M DETAIL5 3 I 9.3 A TYPICAL WORKSTATION DETAI — REF. A9.2 h l - . __ _, COUNTER WORK AREA 314 EAST •' FRAMING 3 GL6. WEST WOOD FRAME 5TAIRS W/ RUBBER TREAD5 8 R15ER5 WORK AREA 314 WAIFS -�� OWNER'S FLAT FILEILE S NORTH 51M. RICK WALL IS GLERE' 6.2 STRUGI SOUTH J (F) N TRIM PREf PILASTER EXTEND TC 6WB. FINIS COORD W/ FIT NEW Y AROUND EXIST. WAIN5GOT, TYP. SOUTH WEST2 (2) ADJ. SHELVES :IGK NALL Ie� t� r w 5TL. SUPF REFRIG. SHELF— NO DOOR5 PROVIDE BACK PANEL ADJUSTABLE LVE5 ON ST05. :HOR TO EX15T. k5TER WALL5 NORTH —PREP 6 PAINT 1/T NEW CORRIDOR WALL —PREP 6 PAINT ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM REGISTERED Z O a Z J0 ° ao z W W a Z OC X 3: J W O aZ ~ IIIIIIIN =a p h' Z I. 04 ISSUE DATE. 06 -18.04 MARK DATE DESCRIPTION CONTENTS: INTERIOR ELEVATIONS SCALE: 114"= l'-V DRAWN: EJW CHECKED: DJR PROJECT NO: 2001564 030 VIEW: SHEET: A5.3 I m!mlAw! �— RADIATOR PER MEGH. LOBBY 312 SOUTH O F- -- -- ; / I I I ; I I I I/ I K I I� I I I I � I I � I I � 7 EAST ELEVATOR DOOR ON HOLD —OPEN —SEE ELEG. 1/4" WIRE 6LA55, TYP AT I HR. WALL MALL 5GONCE — 5EE ELEG. COUNTER W/ HIDDEN 5TL. ANGLE SUPPORT5 51M DETAIL5 3 I 9.3 A TYPICAL WORKSTATION DETAI — REF. A9.2 h l - . __ _, COUNTER WORK AREA 314 EAST •' FRAMING 3 GL6. WEST WOOD FRAME 5TAIRS W/ RUBBER TREAD5 8 R15ER5 WORK AREA 314 WAIFS -�� OWNER'S FLAT FILEILE S NORTH 51M. RICK WALL IS GLERE' 6.2 STRUGI SOUTH J (F) N TRIM PREf PILASTER EXTEND TC 6WB. FINIS COORD W/ FIT NEW Y AROUND EXIST. WAIN5GOT, TYP. SOUTH WEST2 (2) ADJ. SHELVES :IGK NALL Ie� t� r w 5TL. SUPF REFRIG. SHELF— NO DOOR5 PROVIDE BACK PANEL ADJUSTABLE LVE5 ON ST05. :HOR TO EX15T. k5TER WALL5 NORTH —PREP 6 PAINT 1/T NEW CORRIDOR WALL —PREP 6 PAINT ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM REGISTERED Z O a Z J0 ° ao z W W a Z OC X 3: J W O aZ ~ IIIIIIIN =a p h' Z I. 04 ISSUE DATE. 06 -18.04 MARK DATE DESCRIPTION CONTENTS: INTERIOR ELEVATIONS SCALE: 114"= l'-V DRAWN: EJW CHECKED: DJR PROJECT NO: 2001564 030 VIEW: SHEET: A5.3 2ND FLR. FIRE ALP PANEL - ELEG. LOBBY 101 / 201 NORTH R05ETTE-5, PER STRUCTURAL METAL PICTURE RAIL HANDRAIL W/ BRONZE WALL E RACKET5 UPPER FLOOR IN FOREGROUND WOOD BENCH LOBBY 101 / 201 SOUTH FINANCE 104 EAST EAST GROWN MOULDING ALIGN PICTURE ;WL W SOFFIT WOOD WINDOW CASING 4 TRIM (E) BRICK 1cCLl IC7 rll 1n rw. 71 Urn AND TRIM - REF. PLANS AND RELITE SCHEDULE 5HHET A-7.1 TYP. WEST SOUTH 6 METAL )RAWER FINISH, TYP. SCALE 3/8" = I' -0" 10" DEEP W/ RADIUS GO AT 8" 2�4 O PLAN VIEW F. A3.2 FOR STAIR AND BENCH INFO. J ml rjiiw OFFICE 316 & 315 WEST f10 ROLLER SHADES EXIST. WINDOW5, TYP. AT DOUBLE -HUNG ONLY (F) WINDO1^45 -5EE HPA FOR REHABILITATIONS 13 FIT NEW WALLS AROUND EXIST. WAINSCOT, TYP. TYP. WORKSTATION END PANEL OFFICE 316 @)==�EAST BEAMS PER 5TRIJGT. (Fa WAIN5GOT PREP E PAINT, TYP. ALIGN O K11 �. CORNER �r u i 7 10 CASHIER 3 NORTH CORNER 6UARD5 WORK AREA 305 SOUTH TYPICAL WORKSTATION DETAILS - REF. Aq.2 CORNER 6UARD5 36" COUNTER WITH BASE CABINET W/ END PANELS ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAx ARCARCHITECTS COM Z O z � O 2 ° ao z _ ° W W a Z X W 0 aZ F =Z a 11111011 eg >° .Z L 04 ISSUE DATE: 06.18 -D4 MARK DATE DESCRIPTION CONTENTS: INTERIOR ELEVATIONS SCALE: 1/4" =1' -V DRAWN: EJW CHECKED: DJR PROJECT NO: 2001564.030 VIEW. SHEET: A5.4 Li - - - - - -- II Aq.2 - - - -- HALL TO OFFICE 304 4 I i I 1 I f \ f \ f \ r 14 ` I Aq.2 . 1 - ALIGN O K11 �. CORNER �r u i 7 10 CASHIER 3 NORTH CORNER 6UARD5 WORK AREA 305 SOUTH TYPICAL WORKSTATION DETAILS - REF. Aq.2 CORNER 6UARD5 36" COUNTER WITH BASE CABINET W/ END PANELS ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAx ARCARCHITECTS COM Z O z � O 2 ° ao z _ ° W W a Z X W 0 aZ F =Z a 11111011 eg >° .Z L 04 ISSUE DATE: 06.18 -D4 MARK DATE DESCRIPTION CONTENTS: INTERIOR ELEVATIONS SCALE: 1/4" =1' -V DRAWN: EJW CHECKED: DJR PROJECT NO: 2001564.030 VIEW. SHEET: A5.4 n n I.. n _._I.. n roZ. [U._[.. �... ' ' I I I n n n n n r!!Mn-r rl nl AKI a T GENERAL NOTES 1. NOT ALL DEVICES ARE SHOWN. SEE MECHANICAL AND ELECTRICAL DRAWINGS. 2. SEE DETAIL 1/A9.1 FOR TYPICAL CEILING BRACING. 3. ALL A.C.T. TO BE CENTERED IN ROOM, U.N.O. 4. CENTER ALL LIGHTS, SPEAKERS AND OTHER DEVICES IN A.C.T., U.N.O. 5. CENTER FIXTURES IN ROOMS, U.N.O. 6. CONFIRM LIGHTING LAYOUT WITH ARCHITECT BEFORE INSTALLATION OF FIXTURES 7. GWB. CLG HEIGHT AT W -9" IS APPROX. - GWB. IS SECURED TO UNDERSIDE OF TA FLOOR FRAMING. 8. SPRINKLER LINES ARE TO BE CONCEALED IN THE ANNEX ADDITION AND INSTALLED IN THE HISTORIC CITY HALL AS INDICATED BY H.P.A. DOCUMENTS. REFLECTED CEILING PLAN LEGEND FINISH CEILING HEIGHT, A.F.F. z HVAC RETURN GRILLE ®RECESSED 2 X 4 ® HVAC SUPPLY GRILLE FLOURESCENT FIXURE ©RECESSED 2 X 2 FLOURESCENT FIXTURE ® DOWNLIGHT, SEE ELECTRICAL O LINEAR FIXTURE, PENDANT MOUNTED SMALLPENDANT LARGE PENDANT 0 WALLSCONCE > WALL WASHER ® EXIT SIGN - SEE ELECTRICAL ® SPEAKER ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM REGISTERED J. F OF z 0 Fz -o ° ao z =° W Wa cc Z 1% !C 3: mi W 0 aZ �.. = Z � a L �a ISSUE DATE. 06 -18-04 MARK DATE DESCRIPTION CONTENTS: FIRST FLOOR - REFLECTED CEILING PLAN SCALE 118"= 1'-(r DRAWN: EGW CHECKED: DR PROJECT NO: 2001564 SHEET: A6.1 0 nA _.. _i.. (1) L0-02 1U' -Ly t3... SECOND FLOOR PLAN SCALE: 1/8" = V -0" GENERAL NOTES 1. NOT ALL DEVICES ARE SHOWN. SEE MECHANICAL AND ELECTRICAL DRAWINGS. 2. SEE DETAIL 1(A9.1 FOR TYPICAL CEILING BRACING. 3. ALL A.C.T. TO BE CENTERED IN ROOM, U.N.O. 4. CENTER ALL LIGHTS, SPEAKERS AND OTHER DEVICES IN A.C.T., U.N.O. 5. CENTER FIXTURES IN ROOMS, U_N.O. 6. CONFIRM LIGHTING LAYOUT WITH ARCHITECT BEFORE INSTALLATION OF FIXTURES REFLECTED CEILING PLAN LEGEND ZHVAC RETURN GRILLE ® HVAC SUPPLY GRILLE ® EXIT SIGN - SEE ELECTRICAL SPEAKER ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 96122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM REGISTERED J. z O Z O i ° ao z s° W Wa Z !C 3: � W 0 az =z � a CL 0 a ISSUE DATE: 06 -18-04 MARK DATE DESCRIPTION CONTENTS: 2ND FLOOR PLAN REFLECT. CLG, SCALE: 118" = T -0" DRAWN: EGW CHECKED: DR PROJECT NO. 2001564 SHEET: A6.2 FINISH CEILING HEIGHT, A.F.F. RECESSED 2 X 4 u FLOURESCENT FIXURE > ®RECESSED 2 X 2 FLOURESCENT FIXTURE ® DOWNLIGHT, SEE ELECTRICAL LINEAR FIXTURE, PENDANT MOUNTED • ZHVAC RETURN GRILLE ® HVAC SUPPLY GRILLE ® EXIT SIGN - SEE ELECTRICAL SPEAKER ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 96122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM REGISTERED J. z O Z O i ° ao z s° W Wa Z !C 3: � W 0 az =z � a CL 0 a ISSUE DATE: 06 -18-04 MARK DATE DESCRIPTION CONTENTS: 2ND FLOOR PLAN REFLECT. CLG, SCALE: 118" = T -0" DRAWN: EGW CHECKED: DR PROJECT NO. 2001564 SHEET: A6.2 SMALLPENDANT LARGE PENDANT u WALLSCONCE > WALL WASHER ZHVAC RETURN GRILLE ® HVAC SUPPLY GRILLE ® EXIT SIGN - SEE ELECTRICAL SPEAKER ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 96122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM REGISTERED J. z O Z O i ° ao z s° W Wa Z !C 3: � W 0 az =z � a CL 0 a ISSUE DATE: 06 -18-04 MARK DATE DESCRIPTION CONTENTS: 2ND FLOOR PLAN REFLECT. CLG, SCALE: 118" = T -0" DRAWN: EGW CHECKED: DR PROJECT NO. 2001564 SHEET: A6.2 r r C r ". 111 0 -r1 11r%rr r_1 r1^M 171 AKI l GENERAL NOTES 1. NOT ALL DEVICES ARE SHOWN. SEE MECHANICAL AND ELECTRICAL DRAWINGS. 2. SEE DETAIL 1/A9.1 FOR TYPICAL CEILING BRACING. 3. ALL A.C.T. TO BE CENTERED IN ROOM, U.N.O. 4. CENTER ALL LIGHTS, SPEAKERS AND OTHER DEVICES IN A.C.T., U.N.O. 5. CENTER FIXTURES IN ROOMS, U.N.O. 6. CONFIRM LIGHTING LAYOUT WITH ARCHITECT BEFORE INSTALLATION OF FIXTURES 7. CEILING HTS. GIVEN FOR GWB. ARE APPROXIMATE WHERE GWB. IS SECURED TO TJI ROOF FRAMING. B. SPRINKLER LINES ARE TO BE CONCEALED IN THE ANNEX ADDITION AND EXPOSED IN THE HISTORIC CITY HALL AS INDICATED BY H.P.A. DOCUMENTS. REFLECTED CEILING PLAN LEGEND mwol HVAC RETURN GRILLE ® HVAC SUPPLY GRILLE ® EXIT SIGN - SEE ELECTRICAL ® SPEAKER 25 33 43 o ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM z O a O ° ao Z ° W = w Z oG x 3: J W O aZ � =Z ° ISSUE DATE: 06 -16-04 MARK DATE DESCRIPTION CONTENTS: 3RD FLOOR PLAN REFLECT. CLO. SCALE: 1/8" = P -0" DRAWN: EGW CHECKED: DR PROJECT NO: 2001564 SHEET: A6.3 FINISH CEILING HEIGHT, A.F.F. RECESSED 2 X 4 FLOURESCENT FIXURE 2 X 2 ®RECESSED FLOURESCENT FIXTURE 0 DOWNLIGHT, SEE ELECTRICAL LINEAR FIXTURE, PENDANT MOUNTED SMALL PENDANT LARGE PENDANT to WALLSCONCE > WALL WASHER mwol HVAC RETURN GRILLE ® HVAC SUPPLY GRILLE ® EXIT SIGN - SEE ELECTRICAL ® SPEAKER 25 33 43 o ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM z O a O ° ao Z ° W = w Z oG x 3: J W O aZ � =Z ° ISSUE DATE: 06 -16-04 MARK DATE DESCRIPTION CONTENTS: 3RD FLOOR PLAN REFLECT. CLO. SCALE: 1/8" = P -0" DRAWN: EGW CHECKED: DR PROJECT NO: 2001564 SHEET: A6.3 WINDOW SYMBOLS SCHEDULE Q WINDOW TYPE GLAZING TYPE 3� 3'-4- 2� 31 I 3 V-0 Ln In lV ■ O ® V N r fV r V-4' O �o b'-4' O 14'-8' I� N in FIXED 6 Z o ¢ (� z ww Orb w — L) F- Z O z U •� z� 1tLL O Z Z O �z �V w Q a °r 0 2 U' LE 7ELM N 6' -0"x 9 -0" C 13/4" SRI O 14'-8' I� N in FIXED FM IN - - - "-TW- I MEN 46=0 limilmill Ell 77(a:) R9 O GOORDINATE WINDOW 51ZE5 WITH 5TRVTURAL FRAMING - SEE DETAILS N cV GLAZING NOTES 1. KEY FOR GLASS TYPES �7 TEMPERED GLASS 2. REFER TO SPECS. FOR GLASS TYPES 3. FIELD VERIFY WINDOW DIMENSIONS 4. STOREFRONT TYPE ASSEMBLES INCLUDE STRUCTURAL FRAMING - COORDINATE WITH DETAILS. 5. HANDLES FOR OPERABLE WINDOWS SHALL BE LEVER TYPE, MOUNTED AS LOW AS POSSIBLE FOR PROPER OPERATION. 6. REFER TO ELEVATIONS FOR DETAILS 7, PROVIDE TEMPERED GLAZING AT WINDOW ADJACENT TO STAIR # 3 8. REFERENCE 41A3.1 FOR LOUVER SIZE & LOCATIONS. 9. ROLLER SHADES TO BE PROVIDED AT ALL DOUBLE HUNG WINDOWS AT ALL OFFICES & CONFERENCE ROOMS. O DOOR SCHEDULE FIRST FLOOR A C r 7 R co Z 6 Z o ¢ (� z ww Orb w — L) F- Z O z U •� z� 1tLL O Z Z O �z �V w Q a °r 0 2 U' LE 101 N 6' -0"x 9 -0" C 13/4" SRI ST I T I - WD FM IN - - - "-TW- I MEN 46=0 limilmill Ell 77(a:) R9 O GOORDINATE WINDOW 51ZE5 WITH 5TRVTURAL FRAMING - SEE DETAILS N cV GLAZING NOTES 1. KEY FOR GLASS TYPES �7 TEMPERED GLASS 2. REFER TO SPECS. FOR GLASS TYPES 3. FIELD VERIFY WINDOW DIMENSIONS 4. STOREFRONT TYPE ASSEMBLES INCLUDE STRUCTURAL FRAMING - COORDINATE WITH DETAILS. 5. HANDLES FOR OPERABLE WINDOWS SHALL BE LEVER TYPE, MOUNTED AS LOW AS POSSIBLE FOR PROPER OPERATION. 6. REFER TO ELEVATIONS FOR DETAILS 7, PROVIDE TEMPERED GLAZING AT WINDOW ADJACENT TO STAIR # 3 8. REFERENCE 41A3.1 FOR LOUVER SIZE & LOCATIONS. 9. ROLLER SHADES TO BE PROVIDED AT ALL DOUBLE HUNG WINDOWS AT ALL OFFICES & CONFERENCE ROOMS. O DOOR SCHEDULE FIRST FLOOR A C r 7 R co Z 6 Z o ¢ (� z ww Orb w — L) F- Z O z U •� z� 1tLL O Z Z O �z �V w Q a °r 0 2 U' a d' 101 LOBBY 6' -0"x 9 -0" C 13/4" SRI ST I T I - WD 1 PANIC BARS 10113 STAIR #2 T-8'x T-9' A 13/4" WDI ST - 11 hr HM 2 PANIC BAR AND SMOKE SEALS 101C REAR EXIT V -0"x 7'-0" D 13/4" HMI P W - HM 3 MASONRY OPNG / PANIC BAR 101D HALL 101B (2) 2' 6"x 8'4" A 13/4" HM P - 1 hr HM 4 AUTO HOLD -OPEN / FLUSH PANIC BARS 102 CONF. RM. 3' -0'k T -0" C 1314" SR ST T - WD 17 UNDERCUT 314" 102B CONF. RM. 2'-Wx 7' -0" A 1314" WD ST - - WD 6 UNDERCUT 3/4" 102C CONF. RM. 3' -0°k T -0" C 1 -3/4" SR ST T - WD 17 UNDERCUT 314' 103 CASHIER 3' -0'x T -0" C 1 -314" SR ST T - WD 17 WITH RELITE 104 FINANCE 3' -0 "x T -W A 1 -3/4" SR ST - - WD 5 WITH RELITE 105 OFFICE 3' -0 °x T -0" C 1 -3/4" SR ST T - HM 5 PANIC BAR AND SMOKE SEALS 106 OFFICE 3' -0 "x T -0" C 1 -3/4" SR ST - - HM 5 UNDERCUT 2" 107 OFFICE W -0 "x T-W C 1 -3/4" SR ST - - HM 5 UNDERCUT 112" 108 BREAK RM. T -0'x 7' -0' C 1 -3/4" SR ST T - HM 17 1 1/2 1086 STAIR #1 3' -0'x T -0" D 1 -3l4" WD P - 1 hr HM 2 PANIC BAR AND SMOKE SEALS 108C STAIR #1 3' -0"x T -0" A 1 -3/4" HM P - - HM 3 MASONRY OPNG / PANIC BAR 109 WORK RM. W -0 "x T -0' C 1 -3/4" SR ST T - HM 5 UNDERCUT 1 -1/2" 109B SERVER RM. 3' -0 "x 7' -0" A 1 -3(4" WD P - - HM 6 1 hr 110 STORAGE RM. 3' -0 "x T -0" A 13(4" WD P - - HM 3 MASONRY OPNG ! PANIC BAR 1106 ELEC. RM. T -0 "x T -0" A l -3/4" WD P - - HM 7 111 REST. RM. 3' -0 "x T-0' A 13/4" WD ST - - HM 8 111B STORAGE 2'- 6 "x T -0" A 1 -3/4" WD ST - - HM 6 112 REST. RM. T-WxT -0" A 1314" WD ST - - HM 8 113 SHOWER 3' -0 "x T -0" A 1 -314' WD ST - HM 8 SECOND FLOOR (SEE A2.2 FOR LOCATIONS) 201 STAIR # 2 T-D "x 7'-0" D 1314" WD ST W 1 hr HM 2 PANIC BAR AND SMOKE SEALS 202 CONF. RM. 3' -0"x T -W C 1-WV SR ST T WD WD 17 UNDERCUT 1 -1/2' 202B STORAGE 2'-6 "x 7' -W A 13/4" WD ST - SR WD 6 - GLAZING BELOWIW AFF 203 WORK AREA T -0"x T-W C 13/4" SR ST T SR WD 9 - 2038 STAIR #1 3' -0"x T -0" D 13/4" WD ST W 1 hr HM 2 PANIC BAR AND SMOKE SEALS 204 CONE. RM. 3' -0"x 7' -0" C 1314" SR ST - - HM 17 UNDERCUT 3I4" 2046 CONE. RM. 3' -0"x T -0" C 1314° SR ST T WD HM 17 UNDERCUT 3/4" 205 OFFICE 3' -0"x T -0" A 1314" WD ST T - HM 5 WITH RELITE 206 OFFICE T-Oux 7' -0" A 1-3/4" WD ST T - HM 5 WITH RELITE 207 OFFICE 3' -0"x T -0" A 1 -314" WD ST T - HM 5 WITH RELITE 206 MECH. RM. T-Oux T -0" A 1-3/4" WD ST - 1 hr HM 18 PANIC BAR AND SMOKE SEALS 209 WORK RM. 3' -0 "x 7' -0" A 1 -314" WD ST - - I HM 5 UNDERCUT 2" 209B RECORDS T -0"x T -0" A 1 -3/4" WD ST - - HM 5 UNDERCUT 112" 211 REST. RM. 3' -0"x T -0" A 1 -314" WD ST - - HM 8 1 1/2 211B JAN. CL. 2'-6 "x T -0" A 1 -0/4" WD ST - - HM 6 - 212 REST. RM. 3' -0"x T -0' A 1 -3/4" WDI ST - HM HM 8 1 IQ 214 ELEV. MACH. 3' -0'x T -0" A 1 -3i4" WD ST - 1 fir HM 10 SMOKE SEALS HM 14 PANIC BAR AND SMOKE SEALS 314 WORKAREA 3'- 0'x T -0" D 1 -314" WD ST W 1 hr THIRD FLOOR (SEE A2.3 FOR LOCATIONS) 301 LOBBY V-0"x T -0" C P-&4-1 SRI ST - T 0 0 HM 1 17 SR = WOOD - STILE AND RAIL 301B STAIR # 2 T -0 "x T -0" D 1 -3/4" WD ST W 1 hr HM 2 PANIC BAR AND SMOKE SEALS 302 CONF. RM. T-Wx T -0" C 1 -3/4" SR ST T - GLAZING BELOWIW AFF HM 17 W =WIRE GLASS 303 WORK AREA T -0"x T -0" C 1 -3/4' SR ST T - HM 17 304 OFFICE T -0"x T -W C 1 -314" SR ST T - HM 5 305 STAIR # 1 T -0"x 7' -0" D 13/4" WD ST W 1 hr HM 2 PANIC BAR AND SMOKE SEALS 305B CLOSET 6-9'x T -0" F 1314" WD ST - - HM 11 PAIR BI -FOLD 307 CLOSET Z-ON T -0" A 1314" WD ST - - HM 6 UNDERCUT 3/4" 308 RESTRM. T -0"x 7' -0" A 13/4" WD ST - - HM 8 309 WORK RM. 3' -0"x 7' -0" C 13/4' SR ST T - HM 5 UNDERCUT 1 -112" 310 CONF. RM. 3' -0"x T -0" C 13/4" SR ST T - HM 17 3108 CONF. RM. T-ON T -0" A 1314" WD ST - - HM 17 310C CONE. RM. CL 5' -O'x T -0" F 13/4" WD ST - - HM 11 PAIR BI -FOLD 312 LOBBY 3' -0"x 7' -0" A 13/4" HM P - 1 1/2 HM 12 AUTO HOLD OPENING 312B LOBBY T -0"x T -0' C 1314" SR ST T - HM 17 312C LOBBY 4' -0 "x T -0" A 1 -314" HM P - 1 IQ HM 13 AUTO HOLD OPENING / PANIC BAR 313 STAIR # 2 T -0'x T -0" D 1-314" WD ST W 11/2 HM 14 PANIC BAR AND SMOKE SEALS 314 WORKAREA 3'- 0'x T -0" D 1 -314" WD ST W 1 hr HM 15 316 OFFICE VERIFY FIELD C 1 -3l4' SR P T - EXIST. 16 NEW DOOR AT (E) OPN'G +FRAME E208A EXIST DOOR 16 E209C EXIST DOOR 19 4'-2' L V-2' 7. DOOR WEIGHT: THE FORCE REQUIRED TO OPEN A DOOR NTS SHALL NOT EXCEED 8.5 LBS FOR EXTERIOR DOORS 5 LBS n CE o o� ry 14 HM = HOLLOW METAL T 0 0 WD = WOOD - FLUSH ?4 SR = WOOD - STILE AND RAIL 5 RATED kO FRAME 6Q 17 4. FACING AND FINISH: 9 WITH 1/4' IW E CL = CLEAR FINISH SELF - CLOSING DEVICE. GLAZING IN I w WALL RELITTS AT f:J0o% WALL A%L-T%Y PF= PAINT IN FIELD -;N INGRESS AND EGRESS DOORS DOOR PLAN INDICATION SCHEDULE NOM. 4''��WALL WHERE OCCURS NUMBER DOOR TYPES:' m TYPE A TYPE B GENERAL DOOR NOTES: TYPE C TYPE D TYPE E TYPE F 1. RATING: 201=20 MIN. 1= 1 HOUR 7. DOOR WEIGHT: THE FORCE REQUIRED TO OPEN A DOOR NTS SHALL NOT EXCEED 8.5 LBS FOR EXTERIOR DOORS 5 LBS 2. DOOR THICKNESS AS INDICATED FOR INTERIOR DOORS 3. DOOR CONSTRUCTION: 8. HARDWARE GROUP - REFERENCE SPECIFICATIONS HM = HOLLOW METAL WD = WOOD - FLUSH 9, TO DETERMINE FRAME DEPTH, SEE PARTITION SCHEDULE FOR SR = WOOD - STILE AND RAIL WALL CONSTRUCTION AND STRUCTURAL DRAWINGS FOR SHEAR WALL LOCATIONS, AS WELL AS DETAILS 4. FACING AND FINISH: ST = STAIN 10. FIRE DOORS SHALL BE EQUIPPED W/ APPROVED LATCHES & A CL = CLEAR FINISH SELF - CLOSING DEVICE. MP = METAL, FIELD PAINTED P = FACTORY PAINTED 11. SAFETY GLAZING REQUIRED: PF= PAINT IN FIELD -;N INGRESS AND EGRESS DOORS IN GLAZING ADJACENT TO DOORS WHERE THE NEAREST EXPOSED 5. GLASS: EDGE IS WITHIN 24" T = y" TEMPERED - GLAZING BELOWIW AFF I = INSULATED, TEMPERED -AS REQUIRED BY CODES W =WIRE GLASS 6. FRAME CONSTRUCTION: 12. ALSO SEE INTERIOR AND EXTERIOR ELEVATIONS FOR DOOR AND HM = HOLLOW METAL RELITE FRAME DETAIL CALLOUTS. SEE SHEET A9.1 FOR DOOR AND AL = ALUMINUM RELITE FRAME DETAILS NOT SHOWN IN ELEVATIONS. WD = WOOD RELITE SCHEDULE GLAZING NOTES 1. KEY FOR GLASS TYPES TQ TEMPERED GLASS 0 OBSCURE GLASS O WIRE GLASS 13' -1 I/2' SYMBOLS OWINDOW TYPE B - MINI BLINDS Q GLAZING TYPE 2. REFER TO SPECS. FOR GLASS TYPES 3. FIELD VERIFY RELITE DIMENSIONS @ SIM. RELITE TYPES. 4. RELITES HAVE WOOD FRAMES UNLESS NOTED OTHERWISE. 1 FIELD VERIFY Ib 2' -2' i(3 ❑ iv O 3'-4" II 2' -2' A9.1 SIM. b' 9' LL 2' -2" O c RATED WD. FRAhf Vi M - V4' WIRE GLAZING IN I HR. WALL A55E" -Y will cv tV 4'-0 112" 2' -2' lb 9 O I�IVM �� . FIELD VERIFY 10 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM z 0 a 0 ° ao z = W lu a z mi 0 az �I = z � a ISSUE DATE. 06 -18-04 CONTENTS: SCHEDULES SCALE: NTS DRAWN: EJW CHECKED: DJR PROJECT NO: 2001564.030 VIEW: SHEET: A7.1 Q 4 4,A1 OFFIGE ME 4,A,1 12,A,1 5TAIR #1 RE5TRM 4,A,1® 6,A,2 B,B,3 4,A,1 Q i LFA GONE. RK to 6,A,2 _ EQNti. t YYN2K ROOM 4,A,1 P4 � ALL SfDES Ky � 1Y=APEA ` 4,A,1 I o o Q COMM ® NEN " P-15 �! ,. 1 3rd FLOOR PLAN SCALE: 3/32" = 1' -0" >� 2nd FLOOR G SCALE: 3/32" = 1' -0" 1st FLOOR PLAN SCALE:3 /32" = 1r -0" f m �I 7 Y COLOR PLAN INDICATION SCHEDULE rACwrcT rnvlan rc�mnlcna FLOOR /WALL! CEILING — 1,A,3 1 PAINT COLORS RUBBER BASE P1 MATCH PARKER PAINT- COAST POINTE 8202W P9 MATCH PARKER PAINT - GREEK OLIVE 8656N P2 MATCH PARKER PAINT - SPANISH GOLD 7745D P10 MATCH PARKER PAINT - BASQUE BROWN 8265A P3 MATCH PARKER PAINT - ARDMORE GREEN 8185D P11 MATCH PARKER PAINT -TUDOR HOUSE 8806N P4 MATCH PARKER PAINT - ROBUST RED AC114N P12 AEP SPAN - ZACTIQUE 11 OR SIMILAR P5 MATCH PARKER PAINT - TUSCAN CLAY 8264D P13 AEP SPAN - DARK BRONZE OR SIMILAR P6 MATCH PARKER PAINT -SPICE BOUNTY 8204M P14 MATCH PARKER PAINT - DELICATE AIRE CW062W P7 MATCH PARKER PAINT -GROSE BLUE 8563M PREFIN P8 MATCH PARKER PAINT - SPANISH GOLD 7745D SCUPPERS, DOWNSPOUTS ITEM PAINTCOLOK SPECIALGVAIINIi rACwrcT rnvlan rc�mnlcna FLOOR /WALL! CEILING — 1,A,3 1 GWB, LATEX PAINT RUBBER BASE EXTERIOR COLORS: — 2 SLATE - FT -2 B HOLLOW METAL DOOR P-13 ACT PREFIN — HOLLOW METAL FRAME P -13 TILE - FT -1 PREFIN PLASTER REPAIRED, LATEX SCUPPERS, DOWNSPOUTS PA2 COVE TILE BASE PREFIN — GUTTERS P -12 D PREFIN 4 LOUVERS P -13 — PREFIN 5 TUBE STEEL P-12 — 5 — WINDOW FRAMES P -13 — PREFIN CARPET - CPT2 CORNICE P -12 6 PREFIN RUBBER BASE COLUMNS @ CANOPY P -12 7 WALK OFF MATT CANOPY STRUCTURE/ ROOF P -12 RUBBER BASE 8 LINOLEUM - L1 RED RUBBER BASE 9 LINOLEUM - L3 BLUE INTERIOR COLORS: COVE BASE 10 EXIST WOOD REFINISHED EXIST WD. RE- PAINTED WALLS P -1 U.N.O. - SEE FINISH PLANS THIS SHEET GWB CEILING P -14 U.N.O. HOLLOW METAL DOORS P -10 RUBBER RUBBER BASE HOLLOW METAL FRAMES P -11 13 CARPET -CPT3 VG FIR WOOD DOORS P -10 OR CLEAR 14 CARPET -CPT3 RUBBER BASE GRILLES AND REGISTERS to match walls BALCONY ! STAIR STEEL P -11 EXIST. WAINSCOT R TRIM P -9 EXIST. BRICK WALL NO FINISH STAIR STRINGERS P -11 GENERAL NOTES: 1. FOR COLOR SELECTIONS OF OTHER MATERIALS, INCLUDING METAL ROOF, CMU, CARPET, RUBBER FLOORING, ETC. SEE SPEC. 2. SEE FINISH PLANS FOR LOCATIONS OF PAINT COLORS AND OTHER MATERIALS. FINISH SCHEDULE PLAN INDICATION ROOM NAME — ROOM NUMBER — UCILIIVO OFFICE 123 CONC FLOOR /WALL! CEILING — 1,A,3 FLOORI BASE WALL/ WAINSI:V I UCILIIVO 1 CONC A GWB, LATEX PAINT 1 GWB, LATEX PAINT RUBBER BASE — — 2 SLATE - FT -2 B WR GWB, EPDXY PAINT 2 ACT VG FIR — — 3 TILE - FT -1 C PLASTER REPAIRED, LATEX 3 WR GWB, EPDXY PAINT COVE TILE BASE HISTORIC WOOD WAINSCOT — 4 CARPET- CPT1 D — 4 PLASTER, REPAIRED RUBBER BASE — LATEX PAINT 5 CARPET -CPT2 E — 5 — VG FIR — — 6 CARPET - CPT2 F — 6 — RUBBER BASE — — 7 WALK OFF MATT RUBBER BASE 8 LINOLEUM - L1 RED RUBBER BASE 9 LINOLEUM - L3 BLUE COVE BASE 10 EXIST WOOD REFINISHED EXIST WD. RE- PAINTED 11 CARPET -CPT3 EXIST WD. RE- PAINTED 12 RUBBER RUBBER BASE 13 CARPET -CPT3 VG FIR 14 CARPET -CPT3 RUBBER BASE ACT ACOUSTICAL WR WATER RESISTANT CONC CONCRETE EXT EXTERIOR GWB GYPSUM WALL BOARD GENERAL NOTES: 1. DIMENSION ASSUMPTIONS IN PLAN: DIMENSIONS FOR NEW WALL ARE TO FACE OF STUD AND EXIST. WALL TO FINISH FACE, UNLESS OTHERWISE NOTED. 2. FLOOR ELEVATIONS AND CEILING HT. DIMENSIONS ARE FROM CONCRETE SLAB SURFACE U.O.N. 3. COORDINATE FLOOR FINISHES WITH FLOOR DRAWINGS AND OTHER SURFACE ITEMS, TYP. ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM z O Z O 1• � ao Z = W WQ co z ix x Z 0 4x Q O Z 04 ISSUE DATE: 0618-04 MARK DATE DESCRIPTION 16-18-041 BID DOCUMENTS CONTENTS: SCHEDULES SCALE NTS DRAWN: EJW CHECKED: DJR PROJECT NO: 2001564.030 VIEW: SHEET: A7.2 Ix TRIM Ix TRIM 19 BLDG PAPER - LAP OVER PEEL 4 STICK OVER 5TL. ANGLE HEADER VV I" RIGID INSUL. PRE -GA5T SLOPE TOP BACKER ROD AND SEALANT WINDOW AND FRAME W/ BRICK MOLD I: 1 WDW JAMB (c� MASONRY SCALE:1 1/2" = 1' -0" PCH8106 WDW SILL PRE 11 SCALE: 3" = 11 -0" GRID FJE�I!S .TYR IX4 TRIM PAPER LIP PER. MANUF. ROD AND LLD TRIM 4ND FRAME iT SILL DOW AND FRAME '1 AS REQT? GK MOLD 5U851LL EN510N 13Y WDW (TYP) XER ROD AND SLANT (UNDER SILL EXTENSION) E GA5T 51LI 4 MATER SHIELD ER BLDG. PAPER P) IP EDGE 3%T SILL WDW HE PCH8111 1 SCALE: 3" = V -0" Ix — NNDW. LINER WDW HEAL PRE -GA5T GONG.- SEE 50HEDULE ON A3.1 BLDG PAPER - LAP OVER PEEL 4 STICK OVER STL. ANGLE rZr:- 7AiF20irIE.L'.Ey - ANGLE- 5EENOTES IN/ 5TL. TAB PER PRECAST MFR. DRIP EDGE BACKER ROD AND SEALANT -WINDOW AND FRAME W/ BRICK MOLD PRECAST r III III � iiI � ', - : • • � • III III X11 � �� • II,� III I,�� "� .. . •_► III III �II \ \_fir_ :- -•r . i6I •Ir r• • r DRIP EDGE o r BACKER ROD AND 1 SEALANT BACKER ROD 4 I BRICK MOLD TRIM SEALANT 02 1� ii II ii PROVIDE 1/4" GAP ® 5TL ° 13RAGE/5TL PLATE PRECAST KERROD® N d i ' W;B PCH8112 I, Ix — NNDW. LINER WDW HEAL PRE -GA5T GONG.- SEE 50HEDULE ON A3.1 BLDG PAPER - LAP OVER PEEL 4 STICK OVER STL. ANGLE rZr:- 7AiF20irIE.L'.Ey - ANGLE- 5EENOTES IN/ 5TL. TAB PER PRECAST MFR. DRIP EDGE BACKER ROD AND SEALANT -WINDOW AND FRAME W/ BRICK MOLD PRECAST r III III � iiI � ', - : • • � • III III X11 � �� • II,� III I,�� "� .. . •_► III III �II \ \_fir_ :- -•r . i6I •Ir r• • r XOA AND FRAME ?OW SUBSILL AND '.K MOLD 9UB5ILL EKEACH BY WDW MFR �7: �'lIJ.lGiil► DIMENSION i. POINT MT. SLOPE TOP &G. BA5E AT IIuI. c_T2.: u SCALE: 3" = 1'-0" SCALE: 3" = V -0" MASONRY VENEER (BEYOND) Ml? WINDOW AND FRAME SUB SILL PER. WDW MFR (TYP. GROUPED WDW5 4 WDWS ADJACENT TO MTL SPANDREL PANELS) BRICK MOLD SILL N05E SET SUB51LL IN SEALANT 20 GA. PREFIN. MTL. PAN W/ SOLDERED CORNERS 4 DRIP EDGE (TYP) -PREFINI5HED SHEET METAL FLASHING (FINISH TO MATCH ADJACENT LAMINATED METAL PANELS 4 TRIM, TYP) EXTRUDED 2 -PIECE ALUM. TRIM 13Y LAMINATED METAL PANEL MFR (COLOR TO MATCH ADJACENT PANEL) LAMINATED METAL PANEL OVER BLDG PAPER MASONRY VENEER AIR SPACE FF EFIN15HED SHEET METAL FLASHING (FINISH TO MATCH ADJACENT LAMINATED METAL PANELS 4 TRIM, TYP) BACKER ROD 4 SEALANT SEALANT EXTRUDED 2 -PIECE ALUM. TRIM BY LAMINATED METAL PANEL MFR. (COLOR TO MATCH ADJACENT PANEL) LAMINATED METAL PANEL OVER BLDG PAPER GENERAL NOTES: I. ANCHORED MASONRY AND PREGA5T VENEER - SEE 5TRIZ0IRAL REMIREMENT5 2. AT MASONRY WINDOW HEADS PROVIDE STEEL LINTEL5 EKT13,SION MINIMUM 121 FAGH SIDE. FOR WINDO05 UP TO 4' -0" WIDE USE 3 -112' X 3 -U2' X I14' AN&LE5 FOR WINDOWS 4' -01 TO ID' -0" WIDE USE b' X 3 -1/2' X 3/5' AN6LE5 3. SHOP D1,465 REQUIRED FOR PRECAST GONGRETE SHRPE5 DRIP EDGE o a BACKER ROD AND SEALANT BACKER ROD 4 BRICK MOLD TRIM SEALANT WINDOW AND FRAME PERIMETER (TYP) PROVIDE 1/4" GAP ® 5TL ° 13RAGE/5TL PLATE PRECAST KERROD® N d 4 W;B PCH8112 I, PAINTED DIAGONAL STEEL 4 . 13RAGIN6 BEYOND; REFER TO STRUCTURAL DW55 5/6'4) X 10" LONG 6ALV. LAG - 5GREW 4 WASHER; PAINT (TYP) BUILDING PAPER 1/4" THICK SPACER ® EACH LAO SCREW ATTACHMENT (TYP) PEEL 4 STICK OVER //ry NONE MORTAR NET REFER TO DETAIL P /A6.1 FOR IlaY�� WEEP HOLE5 ® Ib' O.G. MEMO 11I ■ �I ilk • . ' �� III a XOA AND FRAME ?OW SUBSILL AND '.K MOLD 9UB5ILL EKEACH BY WDW MFR �7: �'lIJ.lGiil► DIMENSION i. POINT MT. SLOPE TOP &G. BA5E AT IIuI. c_T2.: u SCALE: 3" = 1'-0" SCALE: 3" = V -0" MASONRY VENEER (BEYOND) Ml? WINDOW AND FRAME SUB SILL PER. WDW MFR (TYP. GROUPED WDW5 4 WDWS ADJACENT TO MTL SPANDREL PANELS) BRICK MOLD SILL N05E SET SUB51LL IN SEALANT 20 GA. PREFIN. MTL. PAN W/ SOLDERED CORNERS 4 DRIP EDGE (TYP) -PREFINI5HED SHEET METAL FLASHING (FINISH TO MATCH ADJACENT LAMINATED METAL PANELS 4 TRIM, TYP) EXTRUDED 2 -PIECE ALUM. TRIM 13Y LAMINATED METAL PANEL MFR (COLOR TO MATCH ADJACENT PANEL) LAMINATED METAL PANEL OVER BLDG PAPER MASONRY VENEER AIR SPACE FF EFIN15HED SHEET METAL FLASHING (FINISH TO MATCH ADJACENT LAMINATED METAL PANELS 4 TRIM, TYP) BACKER ROD 4 SEALANT SEALANT EXTRUDED 2 -PIECE ALUM. TRIM BY LAMINATED METAL PANEL MFR. (COLOR TO MATCH ADJACENT PANEL) LAMINATED METAL PANEL OVER BLDG PAPER GENERAL NOTES: I. ANCHORED MASONRY AND PREGA5T VENEER - SEE 5TRIZ0IRAL REMIREMENT5 2. AT MASONRY WINDOW HEADS PROVIDE STEEL LINTEL5 EKT13,SION MINIMUM 121 FAGH SIDE. FOR WINDO05 UP TO 4' -0" WIDE USE 3 -112' X 3 -U2' X I14' AN&LE5 FOR WINDOWS 4' -01 TO ID' -0" WIDE USE b' X 3 -1/2' X 3/5' AN6LE5 3. SHOP D1,465 REQUIRED FOR PRECAST GONGRETE SHRPE5 0 6- d CANT TOP GONG. BASE I WDW , CONC BASE BRICK AT CONIC BASE _ -_- Or SCALE: 3" = l' -0" PCH8116 �1 SCALE: 3" = l' -0" PCH8117 1/4' THICK PAINTED STEEL PLATE; INSTALL IN (2) U- SHAPED HALVES; JOIN HALVES VIA GONT' VELD @ SEAM; GRIND SMOOTH 4 PAINT (TYP) BACKER ROD 4 SEALANT PERIMETER (TYP) 1 p J I L L711/`1 v SCALE: 1 1/2" = 1' -0" I i IIL,� PCH8113 _ER MECH. NT NMI SEALANT) UMBRELLA FLANGE, FLA5HIN6A RLANT PER ROOFfNG = AGTURER RQ'MNTS PLYWD, FRAMING AND INSULATION '1 ROOF PENETRATION DETAIL C5 4 1 ROOF PENE BRICK TRANS 9 SCALE: 1 1/2" = 1' -0" 14 WALL FRAMING WHERE OGLUR5 BUILDING PAPER ON PLYWOOD BRICK VENEER WITH GONG BA-5E BELOW ITION RADIANT SLAB W/ FLR FINISH PER SCHEDULE ° PT SILL PLATES ° Fa(PAN51ON JOINT. SIDEWALK PER LANDSCAPE F.F. ® 0' -0" o' 4 ° d d ° d ° 4 - VARIES SLAB ON GRADE ° Q d GRADE BEAM ON PILES r" "` SCALE: 1 -1/2" = 1' -0" ROOF HATGH (51M. ® MEGH. UNIT) IX MPF TRIM, PAINT 2X ® GURB TPO EXTEND UP AND OVER ARC TOP OF GURB PT CANT A R C ARCHITECTS GRO55 VENTILATION HOLES 1101 EAST PIKE ST " SEATTLE, WA 98122 PER 5TRUGTURAL - MIN 3 PIA. 206 322 3322 TEL 206 322 9323 FAx ARCARCHITECTS COM TJ15 PER 5TRUGTURAL (7N+5 ® ALL 51PB OF OPENING L�il'< «fie �ilV3i�i Ia'� • ALIGN FRAMING GONT. GWB. FIN15H ,_• T-• BUILDING PAPER ON PLYWOOD BRICK VENEER WITH GONG BA5E BELOW BRICK TRANSITION V I RCAI F ., Poa oll� ,a,lM •..' Il� r �I � Ili • . !h -d - -\ 4 - d° ° ° d a d° ° ° d 4 d ° n FND AT PL) O SCALE: 1 112" =1' -0" DRIP EDGE o a BACKER ROD AND SEALANT BACKER ROD 4 BRICK MOLD TRIM SEALANT WINDOW AND FRAME PERIMETER (TYP) PROVIDE 1/4" GAP ® 5TL ° 13RAGE/5TL PLATE PRECAST KERROD® N d 4 W;B PCH8112 I, PAINTED DIAGONAL STEEL 4 . 13RAGIN6 BEYOND; REFER TO STRUCTURAL DW55 5/6'4) X 10" LONG 6ALV. LAG 5GREW 4 WASHER; PAINT (TYP) BUILDING PAPER 1/4" THICK SPACER ® EACH LAO SCREW ATTACHMENT (TYP) PEEL 4 STICK OVER FLASHING WD BLOCKING AS REQV (TYP) MORTAR NET REFER TO DETAIL P /A6.1 FOR NOTES IN COMMON WEEP HOLE5 ® Ib' O.G. 0 6- d CANT TOP GONG. BASE I WDW , CONC BASE BRICK AT CONIC BASE _ -_- Or SCALE: 3" = l' -0" PCH8116 �1 SCALE: 3" = l' -0" PCH8117 1/4' THICK PAINTED STEEL PLATE; INSTALL IN (2) U- SHAPED HALVES; JOIN HALVES VIA GONT' VELD @ SEAM; GRIND SMOOTH 4 PAINT (TYP) BACKER ROD 4 SEALANT PERIMETER (TYP) 1 p J I L L711/`1 v SCALE: 1 1/2" = 1' -0" I i IIL,� PCH8113 _ER MECH. NT NMI SEALANT) UMBRELLA FLANGE, FLA5HIN6A RLANT PER ROOFfNG = AGTURER RQ'MNTS PLYWD, FRAMING AND INSULATION '1 ROOF PENETRATION DETAIL C5 4 1 ROOF PENE BRICK TRANS 9 SCALE: 1 1/2" = 1' -0" 14 WALL FRAMING WHERE OGLUR5 BUILDING PAPER ON PLYWOOD BRICK VENEER WITH GONG BA-5E BELOW ITION RADIANT SLAB W/ FLR FINISH PER SCHEDULE ° PT SILL PLATES ° Fa(PAN51ON JOINT. SIDEWALK PER LANDSCAPE F.F. ® 0' -0" o' 4 ° d d ° d ° 4 - VARIES SLAB ON GRADE ° Q d GRADE BEAM ON PILES r" "` SCALE: 1 -1/2" = 1' -0" ROOF HATGH (51M. ® MEGH. UNIT) IX MPF TRIM, PAINT 2X ® GURB TPO EXTEND UP AND OVER ARC TOP OF GURB PT CANT A R C ARCHITECTS GRO55 VENTILATION HOLES 1101 EAST PIKE ST " SEATTLE, WA 98122 PER 5TRUGTURAL - MIN 3 PIA. 206 322 3322 TEL 206 322 9323 FAx ARCARCHITECTS COM TJ15 PER 5TRUGTURAL (7N+5 ® ALL 51PB OF OPENING L�il'< «fie �ilV3i�i Ia'� • ALIGN FRAMING GONT. GWB. FIN15H ,_• T-• BUILDING PAPER ON PLYWOOD BRICK VENEER WITH GONG BA5E BELOW BRICK TRANSITION V I RCAI F ., Poa oll� ,a,lM •..' Il� r �I � Ili • . !h -d - -\ 4 - d° ° ° d a d° ° ° d 4 d ° n FND AT PL) O SCALE: 1 112" =1' -0" z O IZ O ° ao z W W Q Z �C ? JW O aZ ~ =a O Z ISSUE DATE: 06 -1 &04 MARK DATE DESCRIPTION 6.18-04 BID DOCUMENTS CONTENTS. DETAILS \ SCALE: AS NOTED / DRAWN- EGW CHECKED: DR / PROJECT NO: 2001564 / SHEET. A8.1 o a d4 ° d d 4 I, 4 . ° d d z O IZ O ° ao z W W Q Z �C ? JW O aZ ~ =a O Z ISSUE DATE: 06 -1 &04 MARK DATE DESCRIPTION 6.18-04 BID DOCUMENTS CONTENTS. DETAILS \ SCALE: AS NOTED / DRAWN- EGW CHECKED: DR / PROJECT NO: 2001564 / SHEET. A8.1 PARAPET A EXIST. WALL SCALE: 1 112" = 1'-0" 8203 yffm Y3ri u.' i5 OVER 1/2" PLyIAIOOv SWATHING (TYP) FLAT \IERTICAL P.T. 2X4 FUFRIN& i� li y •11 i:° � I `�1� J r � i III � PARAPET A EXIST. WALL SCALE: 1 112" = 1'-0" 8203 yffm Y3ri u.' i5 OVER 1/2" PLyIAIOOv SWATHING (TYP) FLAT \IERTICAL P.T. 2X4 FUFRIN& i� r i r. Syr; =.tom T- -- - - - - -- 11C�(E) FRAMING I {Ej BRICK WITH PLASTER 6 A, ROOF TO EXIST. WALL ON WD NAILER, BRAGIN6 E PLYWD SHEATHING; REFER TO 5TRLIGTURAL DW65 ARCHITECTURAL BIRD CONTROL DEVIGE (TY"P) SHEET METAL GOPIN6 CONT. CLEAT,, \l �4 SLOPE: 1/4" PER FOOT r la PARAPET 8 J SCALE: 1 1/2" = 1' -0" ��ROOF @PARAPET BRACING@ PARAPET BRACING SCALE 1 1/9" = 1'-19" win,7 (V EXTRUDED PREFIN15HED METAL CORNICE COPING GLAV. STL CANT DAM BY EXTRUDED PREFINISHED METAL CORNICE COPING MFR ATTACHMENT CLIP BY METAL PARAPET PANEL MFR ,Z CLOSURE CUT TO FIT BETWEEN PANEL BATTENS; APPLY SEALANT BETWEEN PANEL AND Z CLOSURE METAL PARAPET PANEL FRAMING AND PLYWD. SHEATHING PER STRICT., TYP BLDG PAPER (TYP) RIGID INSULATION R -21 P.T. BLOCKING (TfP) ATTACHMENT CLIP BY METAL PARAPET PANEL MFR T.D. WALL PER BLDG SECTIONS CONT. P.T. BLK6 PREFIN. METAL FLASHING, 18 GA. GONT. DRIP EDGE GONT. CLEAT (TYP) PRE -GAST GONG_ LAP BUILDING PAPER OVER STL LEDGER ANGLE STEEL LEDGER ANGLE "BACKER ROD 4 SEALANT (TYP) - EXTRUDED BRICK MOLD TRIM BY WD WINDOW MFR REF. DETAIL I/ AN FOR 5 TYP. WINDOW HEAD RNICE 8208 PEEL 3 STICK STL YIEEP HOLES AT II STEEL LEDGER � 42i -I A DOOR HEAD "T . Al 9=. -T„ = 1,71 TANDIN6 SEAM METAL ROOF PANEL OVER MOISTURE BARRIER ATTACHMENT CLIP )NT. WOOD BLOCKING (CUT FROM bXb) EET METAL FLASHI1,16 f W/ DRIP EDGE BY METAL SIDING MFR NEOPRENE CLOSURE BY AN& MFR SET IN SEALANT,_____.,/ PLYWD SHEATHING; REFER TO STRUCTURAL DWGS �- DBL'D BLOCKING MTL. SIDING PANELS OVER BLDG PAPER —� DIM PT. TAY4ALI_ NEOPRENE CL05URE BY AN6 MFR SET IN SEALANT SHEET METAL FLASHING a CDUNTERFLASHILA 1NG PER SMAGNA FIG. 4-30,51M. ROOF MEMBRAJJE, FLASHING E SEALANT PER ROOFING MTL. 51DIN6 MFR REQUIREMENTS ROOF ASSEMBLY PER BUILDING SECTIONS F BRICK COW, BELOW - BEYEL CORNERS AT ARC ENTRIES BAC40Z ROD AND SEALANT ALL ED65E5 A R C ARCHITECTS HM FRA14EW SOLID GROUT 1101 EAST PIKE ST (iYP) SEATTLE, WA 98922 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM REGISTERED • J. F OF _ DOOR JAMB (aj), BRICK \5� SCALE: 3" = 1' -0" PCH8205 STANDING SEAM METAL ROOF PANEL OVER M015TURE BARRIER b" ATTACHMENT CLIP Z CL05URE CUT TO FIT BETNEEN PANEL BATTENS; r APPLY SEALANT BETWEEN 41 PANEL AND Z GLO5URE \ I CONT. WOOD BLOCKING o PEAK I (CUT FROM bXb) CLOSURE BY SIDING MFR SET x IN SEALANT O PLYWD SHEATHING; REFER TO STRUCTURAL DW-6 D%'D BLOCKING I �MTL. SIDING PANELS OVER � Z BLDG PAPER I 2X WD RAFTER PER O \STRUGTURAL DW65 _ PAINTED MDF TRIM BAGKER ROD 4 SEALANT 0 DIM PT. a Q TAB. Q PEEL AW STICK MEMBRANE W (TYP. a NDW NAILING FLAH6E5) cc ui NEOPRENE GL05URE BY 51DIN6 X z MFR SET IN SEALANT in SHEET METAL FLASHING IN DRIP EDGE BY SIDING MFR O Z SHIM SPACE A5 REQb Z o, CLERESTORY DETAIL H 00 SCALE: 3" = 1' -0" PCH8211 0 Z IL 0 a MDF TRIM FIXED GLAZING UNIT ISSUE DATE: 067&04 �� MARK DATE DESCRIPTION 6 -1604 BID DOCUMENTS ICE 4 WATER SHIELD (TYR a WDW NAILING FLAN6E5) SHEET METAL FLASHING a GOL4 TERFLASHING PER SMAGNA F16.4-5P, SIM. 17 I I ROOF MEMBRANE, z I FLASHING d SEALANT PER ROOFING MFR CONTENTS: REQUIREMENTS DETAILS I CLERESTORY DETAI L - -- 1 SCALE: 3" = 1' -0" PCH8212 ROOF ASSEMBLY PER SCALE AS NOTED DRAWN: EGW BLDG. SECTION A32 CHECKED: DR PROJECT N0. 2001564 , SHEET. 20 CLE3RESTORY DETAIL CH8216 A8m2 PAINTED STEEL CHANNEL PER STRUCTURAL METAL DECKING; REFER TO STRUCTURAL DWGS PAINTED STEEL. ANGLE PER TAPERED WASH AGE R STRUCTURAL VW--5 a EA. BOLT; REFER TO 5TRUCTURAL PAS PAINTED STEEL CHANNEL (BEYOND) PER STRUCTURAL DWGS 7 TAPERED SOLID STEEL SEAT ® BEARING POINTS• Z a r 1 .. r- r. •. 1, �in j It -ii 2 11 PAINTED STEEL COLUMN 4 BEAM T,0.5. PER STRUCTURAL D REFER TO STRUCTURAL 8' -8 3/4" — 121155 1 CANOPY SECTION PAINTED STEEL CHANNEL (BEYOND) PER STRUCTURAL DWG5 —� SCALE: 1 -1/2" = 1' -0" 8301 TAPERED tiaSHER/SPAGER A FA BOLT• T.O. CONCRETE EL. FIN15H GRADE; REFER TO OVILAAN95GAPE DWG% ° a e SCALE: DOOR EXTRUDED ALUM. TRIM 13Y N DRAWN: rrr - of - NU+LK OFf MAT •r0 •i '// i {i - PAINTED STEEL CHANNEL PER STRUCTURAL METAL DECKING; REFER TO STRUCTURAL DWGS PAINTED STEEL. ANGLE PER TAPERED WASH AGE R STRUCTURAL VW--5 a EA. BOLT; REFER TO 5TRUCTURAL PAS PAINTED STEEL CHANNEL (BEYOND) PER STRUCTURAL DWGS 7 TAPERED SOLID STEEL SEAT ® BEARING POINTS• Z a r 1 .. r- r. •. 1, �in j It -ii 2 11 PAINTED STEEL COLUMN 4 BEAM T,0.5. PER STRUCTURAL D REFER TO STRUCTURAL 8' -8 3/4" — 121155 1 CANOPY SECTION PAINTED STEEL CHANNEL (BEYOND) PER STRUCTURAL DWG5 —� SCALE: 1 -1/2" = 1' -0" 8301 TAPERED tiaSHER/SPAGER A FA BOLT• T.O. CONCRETE EL. FIN15H GRADE; REFER TO OVILAAN95GAPE DWG% ° a e SCALE: DOOR EXTRUDED ALUM. TRIM 13Y N DRAWN: ° d REFER To STRUCTURAL V PAINTED WF STEEL GOIJLMN PER TAPERED SOLID STEEL SEAT a BEARING STRUGTURAL DW-6 POINTS, REFER To STRUCTURAL DW-k PAINTED STEEL GHANNEI- PER STRUCTURAL DWGS 12' X 12' BASE PLATE, REFER TO 5TRUGTURAL 'WYE "DOWN5POUT CONNECTION Dom' PAINTED STEEL BRACKET ASSEMBLY; NON-SHRINK GROUT; RE El REFER TO 511;ZUGIURAL DWG5 TO STRUCTURAL VMS I'-2' X 1 -2' GONG. BASE; CANOPY WALL RBA TO 51RUGTURAL ( 2 D�5 \ SCALE: 1 -1/2" = 1' -0" d a ° a 4 a d ° ° a ° a b a ° d ° d^ 1 COLUMN BASE 2 o 8 IX WD TRIM (TYPJ FIXED ALUM. GLAD WD WDW W/ NAILING FLANGE MP) EXTRUDED ALUM. TRIM BY WD WDW MFR SHIM AS RERV- T5 COLUMN PER STRUCTURAL DWG5, 5A6' 0 X 3' LONG FLATHEAD SCREW 2'-0' OL. (TYP), CONT. 2X (TYP -} EXTRUDED ALUM. MULLION COVER 13Y WD WDW MFR (TYP) EXTRUDED ALUM. TRIM BY YV WDW/DR MFR •r rrr err• rrr I- 5 DR/1NDW JAMB 11 SCALE: 3" = 1' -0" FIXED ALUM. GLAD WD WDW W/ NAILING FLANGE (EYP) IX WOOD TRIM (TYP) EXTRUDED ALUM. TRIM BY WD WDW/DR MFR EXTRUDED ALUM. MILLION COVER BY WD WN MFR (TYPJ GOVT. P.T. 2X 4 bX, TYP. zo (SHIM AS REGIV) BACKER ROD 4 SEALANT EL. = 0' -0' — ° IX M TRIM (TYPJ OPERABLE ALUM. GLAD WD WDW W NAILING FLANGE (TYP) EXTRUDED ALUM. TRIM BY WD WDW MFR i m r mn� noI nnnl s rr �' • . r it I�,t�`-�t�� • it . I\ it it . • - r • r it Ir ENTRANCE r� WDW SILL/HEAD_ 8220 12 SCALE: 3" = T -0" T.0, SLAB ° a o a q A d t WDW SILL _ENTRANCE L I oi� SCALE: 3" = 1' -0" 8223 IX WD TRIM (rYPJ_ FIXED ALUM. GLAD WD WDW W NAILING RANGE (T(P)- EXTRLDEP ALUM. TRIM BY WD WDW MFR bXb HEADIER PER 511WTUAL 00165 — (REFER TO 51FXTUAL 01455 FOR ATTACHMENT TO T5 GLOUMN BEYOND) GONT. 2X, TYP. (SHIM AS RE6?V) — EXTRUDED ALUM. MILLION GOVEIZ BY WD WDW MFR (1YP)/ EXTRUDED ALLM. TRIM BY PO POKM MFR ALUM. GLAD WOOD DOOR — WOOD JAMB DR HEAD 1 SCALE: Y= V -0" 13 •r•r "F1: II - .. i► I �I 1- :1 01 II.�► ��!' � 'I`- i' -I'I`- Imo`- iWl'i�I! °ly'- I=•-,� �i� ALIGN PAGE OF 5TEELPV FAGE OF GONG. GONG. BASE BELOW TILE ON CEMENT BACKER BD. T.5. BELOW T.5. PER 5TRUCT. AL16N W/ F.0.5, 14 STAIR #3 - REF. A3.2 RND A5.4 FlJIIAII PLAN DET 4 SCALE: 3/4" = 1' -0" SHIM AS RE013 IX WORD TRIM (TYP) 5ILL(5) BELOW tTYPJ TS GOLUMJ PER STiRUG11lKAI_ DW55 FIXED ALUM. GLAD YV WDW W/ NAILING FLANGE (TYP) rt OF T5 COLUMN (BEYOND) DETAILS ALUM. GLAD WOOD SILL(5) BELOW (TYPJ SCALE: DOOR EXTRUDED ALUM. TRIM 13Y N DRAWN: -RECESSED WD WDWlDR MFR — CHECKED: NU+LK OFf MAT PROJECT NO: EXTRUDED ALUM. MULLION ALUMINUM COVER 13Y WD WDW MFR (TYP) TRANSITION STRIP i /THIN -5ET TILE AS BACKER ROD 4 5FAJ-*T SPECIFIED O 0 RECESSED DROP BOX w INTEGRATED FLAN5ED COLLAR d d a - ALIGN PAGE OF 5TEELPV FAGE OF GONG. GONG. BASE BELOW TILE ON CEMENT BACKER BD. T.5. BELOW T.5. PER 5TRUCT. AL16N W/ F.0.5, 14 STAIR #3 - REF. A3.2 RND A5.4 FlJIIAII PLAN DET 4 SCALE: 3/4" = 1' -0" SHIM AS RE013 IX WORD TRIM (TYP) 5ILL(5) BELOW tTYPJ TS GOLUMJ PER STiRUG11lKAI_ DW55 FIXED ALUM. GLAD YV WDW W/ NAILING FLANGE (TYP) rt OF T5 COLUMN (BEYOND) DETAILS ALUM. GLAD WOOD SILL(5) BELOW (TYPJ SCALE: DOOR EXTRUDED ALUM. TRIM 13Y N DRAWN: -RECESSED WD WDWlDR MFR — CHECKED: NU+LK OFf MAT PROJECT NO: EXTRUDED ALUM. MULLION ALUMINUM COVER 13Y WD WDW MFR (TYP) TRANSITION STRIP i /THIN -5ET TILE AS BACKER ROD 4 5FAJ-*T SPECIFIED O 0 RECESSED DROP BOX w INTEGRATED FLAN5ED COLLAR TILE OVER CEMENT BACKER IOARD a GONGRETE BASE M04 SLOPE SLAB da SLAB ON GRADE d %- FLOOR ASSEMBLY DEPRESSION TO - - - PER BLDG SECTIONS DRAIN (1/4:12, TYPJ 4 STRUCTURAL DWGS ENTRANCE THRESHOLD C&. ENTRANCE 14 8222 SCALE: 1 -1 /2" = 1' -0" PCH 8313 ENTRANCE 8221 W Q r I 7r (N — AT WEST WALL corner WDW JAMB ENTRANCE_ SCALE: 3" = 1' -0" 8224 rJ 5 1 BACKER ROD AND SEALANT (TYP) CORNER P � V SCALE: (E) BRICK WALL - 4 WYTHE } LL s BLDG PAPER GONT. CONT. ICE 4 WATER SHIELD AT CORNER TYP SPLICE JOINT. PROVIDE INSIDE -5PLIGE PLATE a JOINTS (BLIND RIVET PLATE TO ONE SIDE ONLY). PROVIDE I/8" MIN. SAP BETWEEN EA. LENGTH OF TRIM (SEE BLDG ELEVATIONS POR JOINT LOCATIONS) 1B GA. PREFIN 5HT. �I► E X 2" LONG 55 LAG 4,. SCiZEW 24" O.G. W/ 55 4 NEOPRENE WASHER (TYP) LAN DETAIL 8310 METAL PARAPET PANEL OVER P.T. WOOD BLOCKING BLDG PAPER GONT. GONT. ICE 4 WATER SHIELD AT CORNER 15 GA. PREFIN 5HT. MTL. W/ SPLICE JOINTS PER DETAIL IO /A83 SON f. PIT. 4X WD SHEET METAL I" 4" SEE DETAIL IOIAB 3 CLOSURE BY METAL PARAPET BACKER ROD PANEL Mfg AND SEALANT M ETAL PARAPET PANE L '-01 SCALE: 3" = Y -0" 8311 nRc A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM Z O az ~o goIII � ao z W Wa Z 3: JW o aZ H =Z a 0a ISSUE DATE: 06 -16-04 MARK DATE DESCRIPTION fi -16-D4 FBID DOCUMENTS CONTENTS DETAILS SCALE: AS NOTED DRAWN: EGW CHECKED: DR PROJECT NO: 2001564 SHEET- A8.3 r r J . :• v •:ter 1 - IJ�! LATERAL BRAGIN5 CLUSTER: (4)12 6A. 6ALV. SOFT- ANNEALW MILD STEEL WIRE5 SECURED TO MAIN RUNNER WITHIN 2' OF 02055 'T' AND SPLAYED 40 DE6REE5 MAX. ABOVE HORIZONTAL, GLISTERS PLACED 12'-0.O.G. X & -ON O.G. AND W—O" MAX. FROM EACH WALL. WIRF5 5HO" BE TAUT WITHOUT GAU51145 GEILINS TO LIFT. NOTE 2. 50511%ION WIRE: 12 6A. 6ALV SOFT — ANNEALED MILD STEEL WIRE ENCASED IN I/2' DIA. GONDUrT (FOR UPLIFT RESTRAINT), SEGURE WIRE TO MAIN RUNNER WITHIN 2' OF 0R055 'T ". CONDUIT TO OCCUR AT EVERY LATERAL BRAGINS CLUSTER. AND SUSPENSION WIRES TO OCCUR. AT 4' -0' O.G. MAX. EACH WAY. SCALE: N.A. PCH9101 (E) PLASTER TO REMAIN DOOR HEAD E SCALE: 1 1/2"= l' -0" I1. MM. '5/4N CLEAR FIR GAP 1/4" REVEAL— PAINT BLACK METAL EDGE BEAD (TYP) AS SGHEPULED X BLOCKING HANDRAIL BRACKET ATTAC44 -ENT POINT5 (TYP) PARTITION WALL- HEAD L 1 SCALE: 3" = V -0" PCH91 STL ANGLE W/ BOLTS PER STRUCT. 2X2 WD TRIM 5EALANT a JAM%,TYP. DOOR JAM BEYOND MDF TRIM (BEVELED 0 EDCR5) N 9106 EXt5TTN6 BRIGK WITH PLASTER 2X2 WOOD TRIM 5TL ANGLE PER STRUGT. NEW DOC 1 SCALE: 1 1/2" =1' -0" :MKO T D. MDF TRIM JAMB $ HEAD : AD AT (E)) 9111 THRESHOLD DETAIL 9116 3 7 or-11-u- I VVr►LL - SCALE: 1 -1/2" =1'-0" MTL J-L FRAMING W/ IN TYPE 'X' GNB AT INTERIOR AND 5/8" TYPE" 'X' 6016 WRAP PCH9107 5/8" TYPE 9C GV+IB (TYP) EXI5TIN6 BRICK WITH PLASTER 2 "x2' WD TRIM 5TL PER 5TRUCT. (6 "X4W) MOF TRIM o HEAD (TYP) LID GROUT FRAMES, TYP. FRAME W/ ANGHOR5 BY ELEVATOR MFR (TYP) DOOR HEAD AT ELEV 5 /6" TYPE 'X" / 15P8 (TYP)- FRAMING PE2 STRUCT. SILL DETAI 101 7 I I` SCALE: 1 1/2"= V -0" RUBBER TREAD AND YVD SILL 4 TRIM BEAN 1, RISER FINISH (2 -PEG4, TYP) DRAWN: EGW CHECKED: DR PROJECT NO: 6L AZINS TAPE (TYP) — — — — — — VARIE5, 3/4' SEE PLAN U4' THICK 6LAS5 ROUNDED NOSINS, I/2' (TEMPERED MERE I;TQ ) MAX. RADIUS (rrP) — N PREFAB. STEEL TREAD + YID 6LAZINS STOPS t") iv r�} RI5E2 CONCRETE FILL 51-1IM AS REQV (TYP) STEEL STRINGER BEYOND, 2X WD LINER (TYP) SEE STRUCTURAL — — — — — — I U2' 3 112' IX WD TRIM (TYP) jWTE- HEAD CONDITION 15 SUM. 1STAIR TREAD WOOD RELITE JAMB 3 ` SCALE: 1" = 1' -D" 9103 `4 SCALE: 3" =1' -0" PCH9104 HANDRAIL O r PARTITION PER PLAN 4 SCHEDULE NOMINAL I —I/2' ROUND STEEL PIPE, PAINT SOLID 4X EsLOC.KUNS @ EACH SUPPORT 3/8' DIA LAS 5GREY1 RAIL WALL BRACKET, SE_ SPEC. 9108 EXIST. BRICK YV/ PLASTER E WAIN5GOT 2X2 WD TRIM rim � II� -rr - 1 r I v ..........jl I I II I I II I I II I I I I DOOR WERE OGCU 5) I I I I I ►I WOOD RELITE MULLION SCALE: 3"= V -0" 9109 3 :7:► :a •LC /� GLAZING 51OP5 (TYP) AZINS TAPE (TV) ?TINS BLOCK (TYP) (WD TRIM (TYP) HIM A5 REQ'D (TYP) WD TRIM (TYP) ELEV JAMB DETAIL WOOD RELITE SILL . 9112 1 SCALE: 1 1/2" = l' -0" 9113 14 51UJfHRE5FIOLD A55EMMY BY ELEVATOR MFR EXIST. BWGK — WALK OFF MATT WITH PLASTER —MDF TRIM (BEYOND) �THRESFIOLD 2X2 WD TRIM L @ ELEV 9117 EX15T1% FLOOR W NEW GARPET 4 50LID LEVELING c4zm (TYP) I EXIST. FRAMING SEALANT ALL V MDF TRIM EDGES EX151TNG it j 5ET HM FRAME ANGHOR5 IN EPDXY (TYP. a EXIST. IGK BRICK WALLS) li II � THRESHOLD EsELOW JAMB DETAIL O SCALE: 1 1/2" = 1' -0" i 14 9118 STRINGER SECTION 60�9)SCALE: 1 1/2" =1' -0" 9119 H.M. FRAME, PAINT. REFER TO ROOM gA R 5GHEDULE, All DOOR' PER LANT, TYP. SCHEDULE TITION PER PLAN SCHEDULE GROUT SOLID (TYP) d DOOR JAM SCALE: 3" M3;F= WALL OCCURS GLASS E STEEL STOP SIDE_ITE/RELITE (WHERE OGG)R5) HEAD SIN) PCH9105 DOOR ® DOOR GONDITION5 PAINT M. FRAME, GROUT SOLID, PAINT STEEL STOP, PAINT �-- (�jLIVJl75 uil t W-mp iqz I mo' RELITE MULLION - H.M. SCALE: 3" = l' -0" PCH9110 RELITE SILL - H.M. SCALE: 3" =1' -0" GLA55 4 STL. STOP 0 RELITE/51DELITE; REFER TO RELITE/51DELITE SCHEDULE -H.M. FRAME; REFER TO RELITE/51DELITE SGHEDULE - SEALANT PERIMETER, TYP. GROUT 50LID PARTITION PER PLAN t SCHEDULE 9115 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM z O 111. I= O s � ao z W W Q W x O F Z � �a ISSUE DATE: 06 -18-04 MARK DATE DESCRIPTION 6 -18.04 BID DOCUMENTS CONTENTS: INTERIOR DETAILS SCALE, AS NOTED DRAWN: EGW CHECKED: DR PROJECT NO: 2Wl%4 A9.1 2' -0" LAM ALL EXPOSED SURFACES SEE INT ELEV FOR GROMMET QUANTITY KNEE BRACE, PAINT, SEE INT ELEV FOR 5PAGIN& Q u� PROVIDE BLOCKING a EA. KNEE BRACE THROUGH WALL PENETRATION ANY IZE AS IS ALLOWED PER UBG SECTION loci 1 HR. FIRE RATED SEALANT SYSTEM ALL AROUND L� PENETRATION. MAX. ANNULAR SPACE PER APPROVED U.L. SY5TEM. COORDINATE WITH WALL RATING PARTITION PER PLAN CASEWORK TYP COUNTERTOP 2 s HR WALL PENETRA T ION SCALE. 1 - V-0" PCH9203 SEE PLANS FOR SINK LOCATIONS. NO ADJ. SHELVING AT SINK GABINET5 _�,P -LAM AT ALL EXPOSED SURFACES E 3 -1/2" BRUSHED ALUMINUM WIRE PULL5 AT DOORS AND DRAWERS, MOUNT HORIZ. SEE 5PEG. FOR ADD. Ll HARDWARE PL ADJUSTABLE 5HELF TYPICAL, SEE INT, ELEVATIONS FOR QUANTITY RUBBER BASE AT TOE KICK SEE INTERIOR ELEVATIONS FOR GASEWORK HEIGHTS. o BASE CABINET CASEWORK TY COLUMN WRAP PCH9201 7 1' SCALE: 3" = -0" WORKSTA 11 SCALE: 3" = 1' -0" V ALUMINUM CHANNEL ON TOP AND 519E5 OF PLYWOOD )Y 5GORED HOM050TE "COMFORT BASE" PANEL EAGH 51DE OF 3/4 PLYWOOD PANEL 4" GRID SHOWING TO EXP05W VIEW PANEL BACK desk det. 1 2x4 PAINT FINISH RELITES 1 SCALE: 3' YW I/2 x WOOD STOPS PAINTED 2 x WOOD NALL GAP REVEAL METAL EDGE, TYP. FRAMING WITH GWB PAINT HALL E RELITE 3RD FLR LOBBY lobby relite a WKSTN W/ 12 SCALE: 3' =1' -0" r_ TYP. HOMOSOTE 5HELF 5TO. a 24" O.G. (KV 5ERIE5 80) -SE= ELEVATIONS RATED WALLS PER T /Aq.1 TYP. FLOOR ASSEMBLY I TYPE 'X' 61^18 ALL SIDES PERFORATED METAL W/ TRIM -REF 4 /Aq2 VENT LOBBY 3 % SCALE: 1" = 1' -0" COOLUMN WRAP GWB OVER FURRING (WOOD PER 5TRUCT. ER FRAMING PER PLAN PER STRICT. �— TYP. HOM050TE KITH SHELF 5TD5. �- 3/W PLYWOOD 2 x 2 WOOD BLOCKING / P.LAM ON 70P AND EDGE MIS SHELVING STDS r13 WORKSTATN SCAI_F_: 3" = 1' -0" COUNTERTOP desk det. 3 .�,...f. A-4 o F" 61_A55 o OFFICE 2 x FRAMING x4 TRIM PAINTED " • r0. r EXISTING WALL WITH PLASTER RELITES 0 OFFICE 17 SCALE: 3" = 1' -0" office relite �RELITE , 1 V SCALE: 3" = 1' -0" 5 /4x10 XIO CORNER BD.- PAINTED PERFORATED METAL - PATTERN - McNIGHOL5 co. -'WINDSOR') GENTER IN OPN'G- DETERMINE ACTUAL WIDTH OF OPN'6 BASED ON PATTERN SIZE \ Ix3 TRIM- PAINTED ROUTE OUT TOP EDGE TO RECEIVE METAL Al VENT _LOBBY 44F / RRAI P• 1" = 1' -0" vent de " GWB ON FURRING 4 COLUMN m WORKST 1 --TJ SCALE: 3" = 1' -0" DETAIL relite plan C19 G PLYWD PER STRICT. W/ 5/e" 6m FRAMING PER PLAN T5. PER STRICT. I x VG FIR TRIM SIDE PANEL -EASE EDGE W/ RADIUS; SEE EI EVATION5 FOR 51ZF EDGE OF GOUNTERTOP ATN PANEL EDGE desk det. 4 LIN WALK -OFF MAT - - -- r — RUBBER REDUCER STRIP FIELD VERIFY SLAB OR FINISHED FLOOR *** MAX. GHANGE IN 5URFAGE PER ADA GODES MTL REDUCER STRIP FIELD VERIFY SLAB OR FINISHED FLOOR ITIONS PCH9205 COLUMN WRAP 1 U SCALE: 3" = 1' -0" 5TKDCl . 9210 TYP. HOM050TE PANELS -- 3/4" PLYW00P PANEL T2 CLIP ANCHOR ® STANDARD AS NEEDED FINISH FLOOR WORKSTATN PANEL BASE %J I/ SCALE: '3" _ l'- U*' desk det. 5 in 41/2• 1/2• -- .- -r :r SEE WALL PARTITION 5GHwu CROWN MOLDING V SCALE: 3" = 1' -0" PCH9121 2TUGT. ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM z 'LYWD. PER O _ a Z �o ° ao Z =D W Wa cc z mW Z a D O Z IL v a ISSUE DATE 06 -18.04 MARK DATE DESCRIPTION 618 04 BID DOCUMENTS T CONTENTS. INTERIOR DETAILS SCALE: AS NOTED DRAWN: EGW CHECKED: DR PROJECT NO. 2001564 A9.2 Ya GLA55 ON 3/s PLYWOOD BEVEL PLYWD ®EA. SIDE 3' -0' 2x4 FRAMING W/ % PLYWD. EAGH 51DE GASH DRAWER b" (3) ADJUSTABLE 5HELVE5 HARDWOOD PLYWD TRANSPARENT FINI514,TYP. BULLNO5E TRIM - SEE ELEVATION 0 o i V SECTION THRU A SECTION THRU B 415H PLYWD FACE COUNTER DETAIL (LOBBY-EM 301 CrAI F Rld" =1,-n,, ' MAPLE SIDE PA Y4 LINOLEUM ON 3/q PLYWOOD PLYWOOD EAGH SIDE OPEN SHELF I:LS7,�PA;&Mi&A rK Y;' TEMP. GLA55 OR LINOLEUM 3/4 PLYWOOD BULLNOSE MAPLE E C7E, TYP. • r PLYWD EACH 51DE TYP. PLYWD W 13ULLM05E EDGE BRAGKE75 SPGD ® 3' -0" O.G. SECTION @ 2ND FLR DESK +� f SCALE 3/4" =1' -0" Y4" TEMP. GLASS OR LINOLEUM % PLYWOOD MAPLE EDGE, TYP. 1011 COUNTER DETAIL (RECEPTION AREA -2ND FLR) EDGING DETAIL EDGING DETAIL SCALE 3/4" = 1'-O" 5 SCALE 3" =1' -0" l 6 SCALE 3" = 1'-O" SECTION THRU A SUPPORT PANEL ELVES ETHER SIDE CABINETS WITH LOCK OPEN SHELVES ® SIDES $ BACK SECTION THRU B DESK DETAIL (LOBBY- RM 301 TYP. DESK SECTION -REF 13/A42 w an GLA55 ON I /4" THK. (WOOD OVIDE I" HOLE GH51DE. PLYWD ONLY YWOOD EACH SIDE JJ5TA3LE 5HELVE5 fOE KICK ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM \1iiD J ATE 01 REGISTERED :. OVER . =r STAIR RUNS t ,. ..r rrr - :- RECLAIMED BE r SUPPLIED 13Y OIAINER ' TREAD 5UFFORT 6ONT. MW TO :- BOLT WD TREAD • �la,twi am v v riiavgILA .. Low I - I �1Vifl�Ilp�Y�11 lu TS STIR - � /frRr�llriAl .. LANDINS7 SUPPORTS REFER O �IAitr�llrll STRUCTURAL r REFER WA NALL; • FLOOR TYP (TYP) PLAN _ RECLAIMED iI� LUMBIER TREADS • MASONRY . it v BY 011NER 1 STAIR DETAIL 0 LANDING >0 a � 1 • IL STEEL GUARDRAIL (BEYOND) - - -�_ i �• 2' THICK RECLAIMED LUMBER TREADS 5UPPLIED 13Y OWNER (TYP) ,yam !•..� _- r qr " . I I ^• EXI5TIW MASONRY WALL 8 V i 11\ V SCALE: 3/4" = 1' -0" STAIR DTLS Ii mo -2 1/2' X 2 1/2' X b' LONG TREAD SUPPORT ANGLE; CAM. WELD TO T5 STRIN5M BOLT WD TREAD TO 5TL ANGLE (TYP) U2' REVEAL W(P) GM OVER 5U51"BWED MTL H1RRIWv (1YP. BELOW STAIR RUNS 4 LANDINGS) T5 STRIWR25, A%L.E5 $ LANDING SUPPORTS REFER TO STRUCTURAL DW55 ISSUE DATE: 0648-04 MARK DATE DESCRIPTION c no n" "m nnni n¢um CONTENTS: DESIVCOUNTER & STAIR DETAILS SCALE: 314"= 1W DRAWN. MNG CHECKED: PROJECT NO: 2001564.030 SHEET: A9.3 A 5 OLD CITY HALL - BASEMENT DEMOLITION PLAN Scale: 1/T= 1' -0" Remove plywood to access joist space above for strucural work. See structural drawings for extent. Remove and salvage existing ceiling mounted fight fixtures and other devices for reinstallation if necessary. ti salvage existing wood ceiling boards for reinstallation. Remove full length existing boards at tailing as required to access joists above for structural work - see Structural Diwaings for extent. Do not cut boards to reprove. Remove and salvage existing ceiling mounted light fixtures and other devices for reinstallation if necessary. OLD CITY HALL - BASEMENT REFLECTED CEILING DEMOLITION PLAN[ Scale: 116'= 1' -0" and remove existing I slab and any debris ab as required for new all footing. Over cut slab 12" each side of foundations width for iof membrane installation. ctural drawings for extent wall and footing cents. my and foundation D as required for new drawings for extent. GENERAL NOTES: 1. Coordinate work of trades and carry out demolition work by procedures and methods that will result in minimal impact to historic fabric of building and expedite completion of the work. 2. It is the intent of this Contract that: a. All repair and replacement materials shall match remaining historic construction in all physical and visual aspects Including material, form, color, texture and workmanship, unless otherwise noted. b. As much of the historic material as possible will be saved. c. Ali work will be done using the gentlest methods available. d. Sound historical materials will not be put at risk due to the work of this section. 3. Definitions: See Specifications for full definitions of the following terms affecting the work: a. "Demolition" means removal of materials in an area with little historic sisgnificance. Work may be done by a Demolition Subcontractor. b. Rehabilitate" means to restore, repair and/or renovate existing buildings, spaces, features and items as required to extend their useful fife. For the purposes of the work of this contractor all t Rehabilitation Work shall meet the intent of the Secretary's Standards. c. "Remove" means to carefully remove designated items without damage to adjacent historic materials Remove existing gyp. bd.cefiing as to remain. required to install structural work in d. "Remove and salvage for reuse" means to carefully remove designated materials without damage to areas shown with this hatch typ. See the materials being removed and /or adjacent historic materials. Materials to be salvaged for reuse structural drawings for extent. shall: Salvage existing light fixtures and I. Be removed by a "specialist" in the trade that will be reinstalling the materials. devises for reinstallation, ii. Be protected during removal and transport to storage. a.a Ili. Be safety stored so that they are not stolen or damaged by vandalism or natural elements until the time that they are reinstalled. z Sawcut and remove existingwood joists iv. Be reinstalled consistent with the original construction in a manner that will rended the junction and subfiooring at porch floor above as between existing and reinstalled mataraals invisible from 5 feet away. Reinstalled materials shall required to completely remove existing be refinished to match existing materials unless otherwise noted. floor for new waterproofing. See detail a Repair" means fix damage to materials as specified to return them to their original condition. All 2/A6.1, items, materials and/or finishes impacted by the work of this contract shall be repaired whether specifically indicated in the drawings or not. as f. "Replace in kind" means provide and install new material to match adjacent construction in every way including, but not limited to, material, size, profile, alignment, texture and finish, unless otherwise noted. g. "Replace to match existing" means provide and install new material to match finished appearance of adjacent construction including, but not limited to, size, profile, alignment, texture and finish, unless otherwise noted. h. "Restore" means repair damaged or replace missing pieces of historic material to match original condition including but not limited material, size, profile, alignment, texture and finish, and/or as Indicated on the drawings and /or defined in the specifications. For the purposes of the work of this contract all Restoration Work shall meet the intent of the Secretary's Standards. 4. Decorative Plaster Demolition shall be done by the subcontractor charged with reinstalling the decorative Delements. Coordinate removal of plaster in areas with decorative plaster work to ensure preservation of 5) decorative work or salvage as required to cast new decorative pieces to match existing. KATE JOHNSON ARCHITECTURE AND HISTORIC PRESERVATION 6512 S. HUMPHREY RD CLWMN, WA 98236 (360) 341.2553 Z 0 a fj MJ o IIIIIIIIIIIIIN 0 araw z � ICa X o rJ aZ Z � =a d a NO � �a11 � r `r ■ ff 'i'�7. Gr . 1 —i %//�/► `�I�. � ■t ■ ■ ■iiH ■ ■1� f % f %/ ....- ..' - �"�' �..�r � e • rip w • w w Ci��l � � .�� t� If �� it�A w� I��fl� salvage existing wood ceiling boards for reinstallation. Remove full length existing boards at tailing as required to access joists above for structural work - see Structural Diwaings for extent. Do not cut boards to reprove. Remove and salvage existing ceiling mounted light fixtures and other devices for reinstallation if necessary. OLD CITY HALL - BASEMENT REFLECTED CEILING DEMOLITION PLAN[ Scale: 116'= 1' -0" and remove existing I slab and any debris ab as required for new all footing. Over cut slab 12" each side of foundations width for iof membrane installation. ctural drawings for extent wall and footing cents. my and foundation D as required for new drawings for extent. GENERAL NOTES: 1. Coordinate work of trades and carry out demolition work by procedures and methods that will result in minimal impact to historic fabric of building and expedite completion of the work. 2. It is the intent of this Contract that: a. All repair and replacement materials shall match remaining historic construction in all physical and visual aspects Including material, form, color, texture and workmanship, unless otherwise noted. b. As much of the historic material as possible will be saved. c. Ali work will be done using the gentlest methods available. d. Sound historical materials will not be put at risk due to the work of this section. 3. Definitions: See Specifications for full definitions of the following terms affecting the work: a. "Demolition" means removal of materials in an area with little historic sisgnificance. Work may be done by a Demolition Subcontractor. b. Rehabilitate" means to restore, repair and/or renovate existing buildings, spaces, features and items as required to extend their useful fife. For the purposes of the work of this contractor all t Rehabilitation Work shall meet the intent of the Secretary's Standards. c. "Remove" means to carefully remove designated items without damage to adjacent historic materials Remove existing gyp. bd.cefiing as to remain. required to install structural work in d. "Remove and salvage for reuse" means to carefully remove designated materials without damage to areas shown with this hatch typ. See the materials being removed and /or adjacent historic materials. Materials to be salvaged for reuse structural drawings for extent. shall: Salvage existing light fixtures and I. Be removed by a "specialist" in the trade that will be reinstalling the materials. devises for reinstallation, ii. Be protected during removal and transport to storage. a.a Ili. Be safety stored so that they are not stolen or damaged by vandalism or natural elements until the time that they are reinstalled. z Sawcut and remove existingwood joists iv. Be reinstalled consistent with the original construction in a manner that will rended the junction and subfiooring at porch floor above as between existing and reinstalled mataraals invisible from 5 feet away. Reinstalled materials shall required to completely remove existing be refinished to match existing materials unless otherwise noted. floor for new waterproofing. See detail a Repair" means fix damage to materials as specified to return them to their original condition. All 2/A6.1, items, materials and/or finishes impacted by the work of this contract shall be repaired whether specifically indicated in the drawings or not. as f. "Replace in kind" means provide and install new material to match adjacent construction in every way including, but not limited to, material, size, profile, alignment, texture and finish, unless otherwise noted. g. "Replace to match existing" means provide and install new material to match finished appearance of adjacent construction including, but not limited to, size, profile, alignment, texture and finish, unless otherwise noted. h. "Restore" means repair damaged or replace missing pieces of historic material to match original condition including but not limited material, size, profile, alignment, texture and finish, and/or as Indicated on the drawings and /or defined in the specifications. For the purposes of the work of this contract all Restoration Work shall meet the intent of the Secretary's Standards. 4. Decorative Plaster Demolition shall be done by the subcontractor charged with reinstalling the decorative Delements. Coordinate removal of plaster in areas with decorative plaster work to ensure preservation of 5) decorative work or salvage as required to cast new decorative pieces to match existing. KATE JOHNSON ARCHITECTURE AND HISTORIC PRESERVATION 6512 S. HUMPHREY RD CLWMN, WA 98236 (360) 341.2553 ISSUE DATE: 6116104 MARK DATE DESCRIPTION CONTENTS: BASEMENT DEMOLITION PLANS scale 1 /8• -1W DRAWN: KJ CHECKED: DR PROJECTR& 2001564 �H1.1 Z 0 a MJ o IIIIIIIIIIIIIN 0 araw z � ICa X o rJ aZ Z � =a d a ISSUE DATE: 6116104 MARK DATE DESCRIPTION CONTENTS: BASEMENT DEMOLITION PLANS scale 1 /8• -1W DRAWN: KJ CHECKED: DR PROJECTR& 2001564 �H1.1 4.9 C s.l 5arvage existing wooa moK= comma ana ceiing boards for reinstallation. Remove full length existing boards at ceiling as required to access joists above for structural work - see Structural Drwaings for extent. Do not cut boards to remove. Remove and salvage existing tight fixtures and fans for reinstallation if necessary. Miff Tsmi ► i, Remove existing flat plaster ceiling, ceiling molding, plaster cove and cove framing at east and west sides of room. Maintain W min. between existing plaster molding at bottom of cove and cut. Salvage existing plaster molding at ceiling and cove framing for reinstallation. 1 4 � \ 4 UP WJSELOM STORAGE FIRE BALL / EXHIBIT F—&101-1 r9my Remove existing frame partition. Salvage existing door r, /, ■ark! -��' r', a baseboard i ' all • both • - axis Ing wall for reinstallation elambere. --- ME Carefully remove existing M tile attached (see Detail 2/A6.1) and salvage for reinstalleflon; remove COURTROOM IEXHBIT ■:;_ �.;. •: W existing metal . and concrete stepw, remove wood bass from porch wall in preparation for installaflon of new wateirproof membrane OLD CITY HALL - FIRST FLOOR DEMOLITION PLAN Spate: 1/6, = 1' -0" Remove existing suspended ceiling grid and fkroresoent light fixtures throughout this room SM. required to access joists above for structural work - see Structural Diwaings for extent. Do not cut boards to remove. Remove and salvage existing tight fixtures and fans for reinstallation if necessary. Scale: 1/8 '= 1' -0" - FIRST CEILING DEMOLITION PLAN access joists area. Remove existing gypsum board ceiling as required to access joists above. Salvage existing light fixtures and devises for reinstallation. isting suspended ceiling grid and light fixtures throughout this room ;fisting flat plaster ceiling in all areas with Ong wood paneled ceiling at Porch t 3.t . isting suspended ceiling grid and light fixtures throughout this room 4.8 s.i s.2 Remove existing to West Now Er - structural .. in . extent. Protect existing door and casing to remain. Salvage baseboard and all trim from both sides or existing wall for reinstallation. GENERAL. NOTES: t. Coordinate work of trades and carry out demolition work by procedures and methods that will result in minimal impact to historic fabric of building and expedite completion of the work. 2. It is the intent of this Contract that: a, All repair and replacement materials shall match remaining historic construction in all physical and visual aspects including material, form, color, texture and workmanship, unless otherwise noted. b. As much of the historic material as possible will be saved. c. All work will be done using the gentlest methods available. d. Sound historical materials will not be put at risk due to the work of this section. 3. Definitions: See Specifications for full definitions of the following terms affecting the work: a. "Demolition" means removal of materials in an area with little historic sisgnificance. Work may be done by a Demolition Subcontractor. b. Rehabilitate" means to restore, repair and/or renovate existing buildings, spaces, features and items as required to extend their useful life. For the purposes of the work of this contractor all Rehabilitation Work shall meet the intent of the Secretary's Standards. C. "Remove" means to carefully remove designated items without damage to adjacent historic materials to remain. d. "Remove and salvage for reuse" means to carefully remove designated materials without damage to the materials being removed and /or adjacent historic materials. Materials to be salvaged for reuse shall: 1. Be removed by a "specialist" in the trade that will be reinstalling the materials. it. Be protected during removal and transport to storage. iii. Be safely stored so that they are not stolen or damaged by vandalism or natural elements until the time that they are reinstalled. iv. Be reinstalled consistent with the original construction in a manner that will rended the junction between existing and reinstalled materaits invisible from 5 feet away. Reinstalled materials shall be refinished to match existing materials unless otherwise noted. e. "Repair" means fox damage to materials as specified to return them to their original condition. All items, materials and/or finishes impacted by the work of this contract shall be repaired whether Specifically indicated in the drawings or not. f. "Replace in kind" means provide and install new material to match adjacent construction in every way including, but not limited to, material, size, profile, alignment, texture and finish, unless otherwise noted. g. "Replace to match existing" means provide and install new material to match finished appearance of adjacent construction including, but not limited to, size, profile, alignment, texture and finish, unless otherwise noted. h. "Restore" means repair damaged or replace missing pieces of historic raterial to match original condition including but not limited material, size, profile, alignment, texture and finish, and/or as indicated on the drawings and/or defined in the specifications. For the purposes of the work of this contract all Restoration Work shall meet the intent of the Secretary's Standards. 4. Decorative Plaster Demolition shall be done by the subcontractor charged with reinstalling the decorative elements. Coordinate removal of plaster in areas with decorative plaster work to ensure preservation of decorative work or salvage as required to cast new decorative pieces to match existing. KATE JOHNSON ARCHITECTURE AND HISTORIC PRESERVATION 6542 5. HUMPHPEYRB CLINTON, WA 98236 (360) 341.2553 X030 REGI87EftF0 KATHLEEN �NSOi ^t TATE OF VdASHiNGTCH Z 0 frrr�r N Z 10 s n � a W W t� Z X 3: r W O aZ x Z d a ISSUE DATE: 6 /18a4 CONTENTS: '1ST FLOOR DEMOLITION PLAN SCALE 1/8' - V -0, MN KJ CHECKED: _, a. OM• W t.' l/////// f / / %! / / / / /� / / / / / / / / / % / / / % / / / %"� //MOW / % % % % % % %f ///f /l0 /f % % / /f / % / / / % /f� / %! / / / / / /E' % % %f`'////// /%f %!/.%f///�'/ r ON .��% 1G Existing Flat Plaster �.l:.r. ! Fir IX4 Calling molded wood f / ��.r.wa.�.nr. Exisfir-.r Exiskr, FRI / i�� /a Remove r a ai 9 i� this hatch liiMsill, -_ _ Piloted - - Ielral. :_� -- -- �--- __-'_• - - -- -� L Jlll Y l,lI��l��r♦ • :: • t.]•Ai/ r iR NO %/Jill= �J MEN t %rl,. —. — .,— �a� / /�` .11llt.- %JlJH.1��IJ �lll,.a..�- / /l // ...... ;—.., A•IR I�� { %.J ' • —rl�,/ /ate- .��....._f l.,w..��.1. - -. .-- Alin 'f /I / /Al�•t♦��. / LIi.��al / /lfll /3 / /f��f��- ....� /l/ ��. - csclmffi�iii�� - - -- - -- �.. :ii /L.� / %/� i�ri/// atiCs Remove top 3 feet high of wall ft ■ % /�� /.�� % /l_%�i�i ?�_�_rr�irl % / /rli---- /// / /�s� /�i�i trolded cornice and calling boards for Remove required to access joists above for structural work - see Structural Diwaings for extent. Do not cut boards to remove. Remove and salvage existing tight fixtures and fans for reinstallation if necessary. Scale: 1/8 '= 1' -0" - FIRST CEILING DEMOLITION PLAN access joists area. Remove existing gypsum board ceiling as required to access joists above. Salvage existing light fixtures and devises for reinstallation. isting suspended ceiling grid and light fixtures throughout this room ;fisting flat plaster ceiling in all areas with Ong wood paneled ceiling at Porch t 3.t . isting suspended ceiling grid and light fixtures throughout this room 4.8 s.i s.2 Remove existing to West Now Er - structural .. in . extent. Protect existing door and casing to remain. Salvage baseboard and all trim from both sides or existing wall for reinstallation. GENERAL. NOTES: t. Coordinate work of trades and carry out demolition work by procedures and methods that will result in minimal impact to historic fabric of building and expedite completion of the work. 2. It is the intent of this Contract that: a, All repair and replacement materials shall match remaining historic construction in all physical and visual aspects including material, form, color, texture and workmanship, unless otherwise noted. b. As much of the historic material as possible will be saved. c. All work will be done using the gentlest methods available. d. Sound historical materials will not be put at risk due to the work of this section. 3. Definitions: See Specifications for full definitions of the following terms affecting the work: a. "Demolition" means removal of materials in an area with little historic sisgnificance. Work may be done by a Demolition Subcontractor. b. Rehabilitate" means to restore, repair and/or renovate existing buildings, spaces, features and items as required to extend their useful life. For the purposes of the work of this contractor all Rehabilitation Work shall meet the intent of the Secretary's Standards. C. "Remove" means to carefully remove designated items without damage to adjacent historic materials to remain. d. "Remove and salvage for reuse" means to carefully remove designated materials without damage to the materials being removed and /or adjacent historic materials. Materials to be salvaged for reuse shall: 1. Be removed by a "specialist" in the trade that will be reinstalling the materials. it. Be protected during removal and transport to storage. iii. Be safely stored so that they are not stolen or damaged by vandalism or natural elements until the time that they are reinstalled. iv. Be reinstalled consistent with the original construction in a manner that will rended the junction between existing and reinstalled materaits invisible from 5 feet away. Reinstalled materials shall be refinished to match existing materials unless otherwise noted. e. "Repair" means fox damage to materials as specified to return them to their original condition. All items, materials and/or finishes impacted by the work of this contract shall be repaired whether Specifically indicated in the drawings or not. f. "Replace in kind" means provide and install new material to match adjacent construction in every way including, but not limited to, material, size, profile, alignment, texture and finish, unless otherwise noted. g. "Replace to match existing" means provide and install new material to match finished appearance of adjacent construction including, but not limited to, size, profile, alignment, texture and finish, unless otherwise noted. h. "Restore" means repair damaged or replace missing pieces of historic raterial to match original condition including but not limited material, size, profile, alignment, texture and finish, and/or as indicated on the drawings and/or defined in the specifications. For the purposes of the work of this contract all Restoration Work shall meet the intent of the Secretary's Standards. 4. Decorative Plaster Demolition shall be done by the subcontractor charged with reinstalling the decorative elements. Coordinate removal of plaster in areas with decorative plaster work to ensure preservation of decorative work or salvage as required to cast new decorative pieces to match existing. KATE JOHNSON ARCHITECTURE AND HISTORIC PRESERVATION 6542 5. HUMPHPEYRB CLINTON, WA 98236 (360) 341.2553 X030 REGI87EftF0 KATHLEEN �NSOi ^t TATE OF VdASHiNGTCH Z 0 frrr�r N Z 10 s n � a W W t� Z X 3: r W O aZ x Z d a ISSUE DATE: 6 /18a4 CONTENTS: '1ST FLOOR DEMOLITION PLAN SCALE 1/8' - V -0, DRAP/N: KJ CHECKED: DR PROJECT N0: 20DI564 mH1.2 ED9 5.1 € -e Remove existing stairs for floor infill - See Architectectural Drawings for layout of new space. Salvage existing ralling for Ovmer. Remove existing walls shown dashed for new Office - See Architectectural Drawings for layout of new space Remove existing brick for new opeings - typ, for 3 -, See Architectectural Drawigns for exact size(s) and locations and Structural Drawings for shoring requirements Remove existing floor oDvering(s) to subfloor. Remove all adhesiv residue. Leave existing subtloor clean as required for preapration for installation of carpet squares. Remove existing door and salvage for Owner. Cut opening in existng frame wall for new interior window. See Architectural Drawings for size and exact location. (F) n W E -203 MUSEUM E-202 SECOND FLOOR DEMOLITION PLAN SaMle; lie' - 11-01 J.Z J.9 K.1 NOTE: The roof membrane on the lower roofs contains ohrysotile asbestos and shall be abated as required by local, state and federal ordinances. Remove all existing roofing and flashing at krwer roofs and metal copings, gutters and downspouts along this wall, typ.,c�� LOWE R ROOF Existing wood railings and dies to be protected -throughout the wa It of - - _ this contract. Remove existing carpet, pad and ail adhesive residue and prepare surface for new carpet -- =� - _ —� {' ` .' - ; • '•'. r':.. i':: fixtures i n COFEE - - - - - - - i --- s.3 s Remove axxass jc MUSEUM -- IfUdural LOBBY FE-= :«»ice 3' - 4.3 .: , ,•.. ( MAYOR I..:i.....;p.,;:`.�-..•. I : zl Remove e VESTIBULE fixtures i n 5.2 NOTE: The acoustic texture on this caging contains chrysotile asbestos and shall be abated R ROOF MEN �� i Im { i Remove and salvage existing fir finish flock for reinstallation. Remove existing subtloor for new plywood diaphragm, throughout room - See Structural Drawings CONFERENCE n Remove existing carpet,1pad and all adhesive sesid d sur#ace #or new cal t L® I Reception Desk to be removed - salvage for owner E -317 E•2x4 Remove existing chir�ney - shore as required. Protect cur(red piastr wall to remain. CONFERENCE ROOM Remove and salvage existing fir finish floor for reinstallation. Remove existing subiloor for new plywood diaphragm, throughout room - See Structural Drawings NOTE: The roof membrane on the 3.3 lower roofs contains dnrysotile asbestos and shall be abated as required by local, state and federal ordinances. Remove all existing roofing and well flashing to substrate in this E f area. Cafefully remove coping. 1 Protect and preserve existing r� cornice to remain. Remove existing brick chimney i twI f -- Remove existing frame wall for new shear wag - see structural { i drawings for extent. Protect existing door and casing to s remain. Salvage all baseboards and trim from both sides of wag 5 for reinstallation. GENERAL NOTES: 1. Coordinate work of trades and carry out demolition work by procedures and methods that will result in minimal impact to historic fabric of building and expedite completion of the work. 2. It is the intent of this Contract that a. All repair and replacement materials shall match remaining historic construction in all physical and visual aspects including material, form, color, texture and workmanship, unless otherwise noted. b. As much of the historic material as possible will be saved. c. All work will be done using the gentlest methods available. d. Sound historical materials will not be put at risk due to the work of this section. 3. Definitions: See Specifications for full definitions of the following terms affecting the work: a. "Demolition" means removal of materials in an area with little historic sisgnificance. Work may be done by a Demolition Subcontractor. b. Rehabilitate" means to restore, repair and/or renovate existing buildings, spaces, features and items as required to extend their useful life. For the purposes of the work of this contractor all Kiting suspended calling and light Rehabilitation Work shall meet the intent of the Secretary's Standards. This room c. "Remove" means to carefully remove designated items without damage to adjacent historic materials to remain. d. "Remove and salvage for reuse" means to carefully remove designated materials without damage to I the materials being removed and/or adjacent historic materials. Materials to be salvaged for reuse shall: I. Be removed by a "specialist" in the trade that will be reinstalling the materials. aisting flat plaster calling as required to li. Be protected during removal and transport to storage. fists abvoe for structural work. See ili. Be safely stored so that they are not stolen or damaged by vandalism or natural drawings. elements until the time that they are reinstalled. iv. Be reinstalled consistent with the original construction in a manner that will rended the junction between existing and reinstalled materails invisible from 5 feet away. Reinstalled materials shaft i be refinished to match existing materials unless otherwise noted. e. "Repair" means fix damage to materials as specified to return them to their original condition. All items, materials and/or finishes impacted by the work of this contract shall be repaired whether specifically indicated in the drawings or not. f. "Replace in kind" means provide and Install new material to match adjacent construction in every way including, but not limited to, material, size, profile, alignment, texture and finish, unless otherwise noted. xisting suspended ceiling and tight g• "Replace to match existing" means provide and Install new material to match finished appearance of this room adjacent construction including, but not limited to, size, profile, alignment, texture and finish, unless otherwise noted. h. "Restore" means repair damaged or replace missing pieces of historic material to match original condition including but not limited material, size, profile, alignment, texture and finish, and /or as indicated on the drawings and /or defined in the specifications. For the purposes of the work of this contract all Restoration Work shall meet the intent of the Secretary's Standards, 4. Decorative Sheet Metal Demolition shall be done by the subcontractor charged with restoring the decorative elements. Coordinate removal of sheet metal in areas with decorative sheet metal work to ensure protection and preservation of decorative work. 5. Decorative Piaster Demolition shall be done by the subcontractor charged with reinstalling the decorative elements. Coordinate removal of plaster in areas with decorative plaster work to ensure protection and preservation of decorative work. If decorative plaster cannot be salvaged, coordinate pastr removal required to cast new decorative pieces to match existing. KATE JOHNSON ARCHITECTURE AND HISTORIC PRESERVATION 8512 S. HUMPHREY RD WNTON, WA 98236 (360) 341 -2$53 X30 REGISTrF :En AftCNETEC T KA Z a M! F I Z MEri rMs 0 4C CA W W IC z oc X 0 rJ Z Z Z CL MSM DATE. GR8104 CONTENTS: 2ND FLOOR DEMOLITION PLAN SCALE: 1/80- P -01 DRAWN: K.! CHECKED. DR PROACT No: 2W7564 MH1.3 ( w 3 R Remove existing plaster oeging 2 2 T T t.e moldings and cove to remain. _ ____- t _..: I { m _ 4{ 1 11 E2(K ! 4 MEN R ROOF MEN �� i Im { i Remove and salvage existing fir finish flock for reinstallation. Remove existing subtloor for new plywood diaphragm, throughout room - See Structural Drawings CONFERENCE n Remove existing carpet,1pad and all adhesive sesid d sur#ace #or new cal t L® I Reception Desk to be removed - salvage for owner E -317 E•2x4 Remove existing chir�ney - shore as required. Protect cur(red piastr wall to remain. CONFERENCE ROOM Remove and salvage existing fir finish floor for reinstallation. Remove existing subiloor for new plywood diaphragm, throughout room - See Structural Drawings NOTE: The roof membrane on the 3.3 lower roofs contains dnrysotile asbestos and shall be abated as required by local, state and federal ordinances. Remove all existing roofing and well flashing to substrate in this E f area. Cafefully remove coping. 1 Protect and preserve existing r� cornice to remain. Remove existing brick chimney i twI f -- Remove existing frame wall for new shear wag - see structural { i drawings for extent. Protect existing door and casing to s remain. Salvage all baseboards and trim from both sides of wag 5 for reinstallation. GENERAL NOTES: 1. Coordinate work of trades and carry out demolition work by procedures and methods that will result in minimal impact to historic fabric of building and expedite completion of the work. 2. It is the intent of this Contract that a. All repair and replacement materials shall match remaining historic construction in all physical and visual aspects including material, form, color, texture and workmanship, unless otherwise noted. b. As much of the historic material as possible will be saved. c. All work will be done using the gentlest methods available. d. Sound historical materials will not be put at risk due to the work of this section. 3. Definitions: See Specifications for full definitions of the following terms affecting the work: a. "Demolition" means removal of materials in an area with little historic sisgnificance. Work may be done by a Demolition Subcontractor. b. Rehabilitate" means to restore, repair and/or renovate existing buildings, spaces, features and items as required to extend their useful life. For the purposes of the work of this contractor all Kiting suspended calling and light Rehabilitation Work shall meet the intent of the Secretary's Standards. This room c. "Remove" means to carefully remove designated items without damage to adjacent historic materials to remain. d. "Remove and salvage for reuse" means to carefully remove designated materials without damage to I the materials being removed and/or adjacent historic materials. Materials to be salvaged for reuse shall: I. Be removed by a "specialist" in the trade that will be reinstalling the materials. aisting flat plaster calling as required to li. Be protected during removal and transport to storage. fists abvoe for structural work. See ili. Be safely stored so that they are not stolen or damaged by vandalism or natural drawings. elements until the time that they are reinstalled. iv. Be reinstalled consistent with the original construction in a manner that will rended the junction between existing and reinstalled materails invisible from 5 feet away. Reinstalled materials shaft i be refinished to match existing materials unless otherwise noted. e. "Repair" means fix damage to materials as specified to return them to their original condition. All items, materials and/or finishes impacted by the work of this contract shall be repaired whether specifically indicated in the drawings or not. f. "Replace in kind" means provide and Install new material to match adjacent construction in every way including, but not limited to, material, size, profile, alignment, texture and finish, unless otherwise noted. xisting suspended ceiling and tight g• "Replace to match existing" means provide and Install new material to match finished appearance of this room adjacent construction including, but not limited to, size, profile, alignment, texture and finish, unless otherwise noted. h. "Restore" means repair damaged or replace missing pieces of historic material to match original condition including but not limited material, size, profile, alignment, texture and finish, and /or as indicated on the drawings and /or defined in the specifications. For the purposes of the work of this contract all Restoration Work shall meet the intent of the Secretary's Standards, 4. Decorative Sheet Metal Demolition shall be done by the subcontractor charged with restoring the decorative elements. Coordinate removal of sheet metal in areas with decorative sheet metal work to ensure protection and preservation of decorative work. 5. Decorative Piaster Demolition shall be done by the subcontractor charged with reinstalling the decorative elements. Coordinate removal of plaster in areas with decorative plaster work to ensure protection and preservation of decorative work. If decorative plaster cannot be salvaged, coordinate pastr removal required to cast new decorative pieces to match existing. KATE JOHNSON ARCHITECTURE AND HISTORIC PRESERVATION 8512 S. HUMPHREY RD WNTON, WA 98236 (360) 341 -2$53 X30 REGISTrF :En AftCNETEC T KA Z a M! F I Z MEri rMs 0 4C CA W W IC z oc X 0 rJ Z Z Z CL MSM DATE. GR8104 CONTENTS: 2ND FLOOR DEMOLITION PLAN SCALE: 1/80- P -01 DRAWN: K.! CHECKED. DR PROACT No: 2W7564 MH1.3 MH1.3 Y MT } Y Mmll IM C } } zm IUM Owmam9wN all' aa ■i� E= 1. i III typ. this elevation } ' F I i I Y f ' w I'I Y III uul t .}.y r 4 t3 IMIIA� VIII III III�II .O - WI .r E7 KATHLEEN XINS%j RATE OF WASHINGTt 4 MARK DAM OE NPIRON _.. .. WAI # UP 11 H PER EM 0011m, E Irpfiil exictign n ratnking tira�l Drawings. IE 1 OF-TICE a t existing nm boards at I JE11 1 match iaiiin ar�rn Alternate ICE jd Now Carper Pad i g work 3 reinstall 1�11a1 irttr} IN molded ELFV. E& ` rra Reinstall pn LO H E ' MEZ i fixtures, p t 1 t 141 lei 1 I �a r , (. {�81 1 & 1 Ca �rrn a and .nt cot a. w F.O. F g #W d Remove allexisfing planting — Peep. rg q. from planter a base f Remove existing planters fn bulkheads. building. Remove 4° Of Soil Clean and poultice ton cap $. ems existing and reply igravel. below it t tc� ksri . MEZZANINE L CEILING bells support, T for 2. p•tf I�; 1BE "m117 r^ i ^% -MP a iwe i t Ef1 ^^M ni dRKr F d g inaallation of structural work and sprinkler pipes, In 11 n lath and 3 r system to feting — : Iff R 1° -0°° In material, alignment, Wave and finish. Reinstall salvaged h plaster molding, e4we and framing at selling as alir p, and cast entire calfing, 2 a l $tape: its = V 0" }'} }' # 0 solo An t PRIM t t °.v. ur SCRIM infiii existing floor opening Structural Drawings, Al" n top of finished floor with adjacent finished floors. ■ Imul EM 0 f F 4 R t 2 3 1 8 18 0 19 G 2s 67VVe# iaLO U)' H2.3 29�,,, t .r ' � �3 €i •irk a �ro R t 2 3 1 8 18 0 19 G 2s 67VVe# iaLO U)' H2.3 Typical Chimney Cap - see Detaial 61H2.4 i/Vrap chimney in Typida Roofing. Extend roofing 4" min. under Typical Cap Flashing. Wrap existing masonry in 15 LB Fell prior to installing insulation Typical Roofing TYPICAL CHIMNEY WATERPROOFING Scale: 1 -1/2" = 1' -0" Existing Flue - remove and salvage cap in Demo Phase for reinstallation Fabdoate Typical Chimney Cap w/ hole to fit flue and 4" high sleeve turned up flue. Fabricate 22 gage gatv. sleeve to Mover flashing - install over flashing and set in bead of sealant. Reinstall flue cap. Hod plywood and roofins 1" min. away from flue. Wrap dninirney in Typical Rooting. Extend roofing 4" min. under Cap Flashing. Typical Roofing Wrap existing masonry in 15 LB Felt prior to installing Insulation TYPICAL FLUE WATERPROOFING Scale: 1 -1/2" = 1' -0" t Remove existing flue � ,i.g E G 2 2 M. f SIM, 3 t LOW R�b j 1 Low Roof be e 1 �—' —� 5 8 9 � ti 44 8-0" 1 -0" 4 ? � + 14 c- s. New Clerestory s'Im. 3 8 Monitor - See 3 Sheet A8.2 6 S 0 m T Existing Roof Access —a hatch. Reposition at top of new roof. 6 8 s � 3 8 8 6 t 1 T Exlsting sheet meta1111 cornice t...iw.0 to Ma raatnrart - mach ?natal 1 ROOF PLAN Scale: 1/8" Typical Chimney Cap: Set 4x P.T. frame w/ 5/8" CDX plywood at top of existing brick - attach at brick joints w /gale. fasteners -1 per side of frame; 15 LB. Felt; 22 gage prefinished cap. Lap brick 2" min. and attach cap v;d 2" gaty. deals at 12" on center - attach dips to mortar joint wl epoxy set gate. screws Typical V6W Flashing -see Detail 2/1-12.4 Turn bottom of Typici Wall Flashing 90 degrees and lap under Typical Coping T min. Provide c ontinuouls bead of caulk. Parapet and typical coping shown dotted for clarify Install 22 gage prefinshed metal flashing to cover corbeled projection at base of chimney. Install over 15 LB Fell d 5/S' CDX plywood -lnfltl corbelsind an 2x P.T. attached at brick joints w/ gafv. fasteners. Extend Typ. Roofing Sounder flashing. Align bottom of flashing wt Typ. Coping at parapet. Typical Parapet Bracing - see Structural Drawings NOTE: Repoint chimney before instaling flshinsg and roofing - typical. BASE FLASHING AT EXISTING CHIMNEY Scale: 1 -1/2" = V -0" slove per T Dot typ. 3/H2.4 0 Typici New Wail Flashing - 22 gage ---- prefriished sheet metal - extend up wall 4" min.; turn into brick joint; set w/ lead edge; caulk joint Prefinished vent strip - set in mastic at roof and counterflash top edge w/ flashing. Hold new plywood 2" - back from wall to allow venting Typical New Roof Membrane New prefinished Sheet Metal Coping at exsting stepped brick wall beyond. Extend roofing up to and over top of wag and cover w/ coping, similar to detail 11A8.2 New Edge flashing - lap gutter 4" in. and Roof 6" min. New 4" wide 2x P.T. Blocking @ 16" on center - attach at brick joint w1 eposy set gal. anchor. Extend 2" beyond face of Existing Brick New 2" wide prefinished metal vent attach to blocking vd gaily. screws New 4' x 6'22 gage pre- finished sheet , metal gutter - strap to roof w/ gale. straps 16" on center. Provide 3" diameter prefinished 22 gage sheet metal downs pout Attach to Cast iron Piper at bottom. Provide 22 ga. finish peice @ outside face. New 314: CDX Plywood sheathing - see – Structural for typical nailing New R -21 Batt Insulation - hid at bottom of existing joists 2 � TYPICAL GUTTER AT LOW ROOF Scale: 1 -1/2" = 1' -0" 4 a 16 Existing bridle 4H NOTES: Typical Roof Demolition: Remove existing built -up roofing at high roof and existing membrane and metal roofing at all low roofs, including balcony over South Entry; remove all flashing, coping, thru -wall flashing, sheathing and framing complete to original 3rd Floor framing at upper roof and to existing sheathing elsewhere. Remove and salvage existing roof accessories as indicated for reinstallation. Typical New Roof Construction: New Membrane Roof System installed over minimum of R -21 Rigid Thermaf Insulation w/ additional rigid insulation as required to slope 1/4" per min.foot to drain. provide hard, walkable surface at top layer of insulation. Reframe existing roof deck at Upper Roof - see a Structural Drawings. Extend all existing roof penetrations and provide all flashing, crickets, etc. as recommended by manf., SMACNA and as required for waterproof construction. SHEET NOTES - Numbers below denote areas of corresponding work on plan. Replace existing gutter w/ concealed J gutter, thru -walt scupper and downspout. Tie downspout into cast iron pipe to subsurface storm drain system - see Civil Drawings. Install metal framing and clear laminated glass panels over excercise yard below - See Detail 3/1-12.1 Instal new parapet bracing - see Structural Drawings, Bring Typical Membrane Roofing all of the way up bracing and wag. Terminate with sheet metal coping at parapets - See Detail 1 1 /All.? and 7/A8.2. OInstal Drain paths thru parapet bracing 4 and thm -wall scupper to downspouts. Similar to Detal 3/H2.4 5 Extend existing vents thnrroof as required. Flash to roof as recommended by manf., SMACNA and as required for watertight construction. Note: Existing Silver seat coating contains Asbestos - abate as required. { } Reinstall all salvaged housings for fans, �J chimneys, etc. on new wood curb, unless otherwise noted. Flash to roof as recommended by manf., SMACNA and as required for watertight construction. Provide new caps to match existing. Install new sheet metal coping at top of existing brick wags and stepped parapets at Lower Roofs and Excerclse Yard Wali- Similar to Detail 1/A8.2 8 Extend sheet metal coping as required to cover all existing projects at parapets. Remove brick chimmeys that extend �i above parapets to Level of top of Parapet- New Mechanical Penthouse - Sim. to Clerestory Details on Sheet A8.2. Relocate existing mechanical unit from attic to new Penthouse - See Mechanical Drawings. Provide all power as necessary to run unit and provide convenience outlet - see Electrical Drawings. Install unit on vibration isolators. 11 Provide 3'x6' Mech. Louver /w Insect screen for fresh air intake to Mechanical Penthouse. Install panel w/ continuous steel hinge to allow access, provide hasp and padlock for security. 12 New Mechanical Duct Enclosure - Sim. to Clerestory Details on Sheet A8.2. install new sheet metal ducts to connect to existing supply registers and new return register in Council Chamber below. KATEJOHNSON ARCHITECTURE AND HISTORIC PRESERVATION 6512 S. HUMPHREY ROAD cuNTON, VA gem t3P341 -2653 Z a 9 z nrt J M! Z 4 IU a Z 69 X 3: Z Z Q o �z IL 0 � ISSUE RAZE: anaiaa _ -- CONTENTS. ROOF PLAN scale vales - OR4WN: _ - KJ CHECKED; DR PROJECT NM 2001564 H2.4 ?SE <1F _ ROOF DECK Install new Fire Protection System with exposed heads and piping Office - see Mechanical Drawings. r ' See Sheet A3.1 New opening in existing brick wail safety regulations for abatement. Remove for Annex Section see Architectural Drawings for only the ceiling area with texture - do not cut }1 I dimensions and Structural Drawings Annex 3rd Floor for supports 1 i W FLUOR _7_— Install new Fire Protection System _ with exposed heads and piping C Fire Hag -see Mechanical Drawings. Amax 23d Floor New angle to attach floor diaphragm to wag with thm -bolts and exposed plastes at North Milan, typ. - see r Structural Drawings. Coordinate installation of all piping and finish work with structural work. Install new Fire Protection System with exposed heads and piping Crawl Space -see Mechanical Dom• _ CRAiM.SPACfi FITZKOE BOTTOM CF FOURDAINW- New Parapet Bracing - See Structural Drawings and Detail 1/A82 ,Typical New Membrane Roof - See Roof Plan Sister new truss joists along side existing roof joists - see Structural Drawings for New Framing. Hold newframing tight to existing. OFFICE (former Libmrh See Architectural Drawings for Plans and Elevations Conned existing post to existing beam and to existing post vase typ. - See Stivdural Drawings LONGITUDINAL. SECTION SCALE 1/8• = 1'-0• New Mechanical Doghouse - construction similar to Clerestory Monitor Details- see Sheet A8.. New Dud Enclosure - construction similar to I Cletastory Monitor Details - see Sheet A82. i T.O.P. New supply duct to existing register - Mechanical Drawings tq t*t COUNCIL CHAMBER Install new steam and condensate pipes for future radiators - see Mechanical Drawings. -- Stub out through floor and cap pipes Remove existing plaslor Ceiling W/ acoustic texture. Texture contains Asbestos. Follow all safety regulations for abatement. Remove ` only the ceiling area with texture - do not cut }1 I molded comics except as necessary to access 1 structural Work - see 1/H2.3 t 1 i Ell fi =� tt� Mechanical Now concrete grade beam at un r�- —I-nst 9 RONV FIL Protection System with wall - See Structural Drawings exposed heads and piping In this room - see CROSS SECTION I f Hayloft EXHIBITS - i WORKROOM I I I GENERAL: Install new Fire Protection System with concealed piping and concealed heads in alt areas unless otherwise noted - see Mechanical Drawings. Install new Fire Alarm System devices as required by Fire Marshal - see Electrical Drawings Remove existing T-Bar dropped oeiling and fight fixtures. Remove existing plaster ceiling and lath. Install wiring and piping as required for sprinklers, light fixtures and controls, fire alarms sylem, etc. Install new structural elements and plywood diaphragm - see Structural Drawings. Install new gyp. board ceiling finished to match adjacent wags. Install new light fixtures and controls, Fire Alarm System Devices and concealed sprinkler heads. New concrete shear wag - see Structural Drawings. Remove existing wood from wails and masonry fey to irrctall shear wag. Shore as required to safely complete the work. Provide sleeves as required for pipes and conduit - coordinate with Mechanical and Electrical Drawings, Remove cement parging fi m stone base course and brick wag below. Minimize damage to stone. Following removal of parging and repolnfing inject chemical damp course in holes drilled In head joint at 6"$" on center, typ. at south and partial west wag New concrete grade beam - see Structural Drawings. Remove portions of existing trick walls and existing concrete or stone footing. See Stnartural drawings for support detail(s). Shore as required to safety complete the work. N • � 1"!!31f!FPill i ', %� ,�� talellalilmllluniliuuliillEilllgfilllllji� Iiiij{!� ul ..x; t verify in j • . _ ,, field ~ A N Existing 206 %i " , fit• 'wood floor joists , + /E, Attic /%/ i•, i Exis masorl walls • j f CROSS SECTION SCALE: 1 /8" = 1'-0" CROSS SECTION SCALE: 1/8" = V-0" STORAGE Existing cone. slab, typ. KATEJOHNSON ARCHITECTURE AND HISTORIC PRESERVATION 6512 S. HUMPHREY ROAD CUNTON, M 95236 (3601341.2563 REta sIim? D" ltRGHTECT I A Z mi MJ Q >a 1.0 -- Z �a Z Z W r_ � Q Z N m ISSUE BATE: MAW DATE I)ESCRfFPON CONTENTS: SECTIONS SCALE: 7/80-1'-7 DRAWN: KJ CHECKED: DR PROJECT NO: 2001564 STET: H3.1 L .I .... , F(3MDAT10N WEST ELEVATION SCALE: 1/811 = 1' -D" TYPICAL SCOPE OF WORK: AN Existing Sheet Metal Cornices: Remove top cap of existing shek metal oomioe. Remove all debris inside of oomice. Install new she 22 guage galy. sheet medal cap. All Sheet Metal: Remove all rust from exterior. Paint w/ rust inhibit primer and Tnemec Epoxottne coating as recommended by Manf. Existing Sandstone: Remove loose, delaminated pieces of stone, Repoint all pints with Hydraulic Lime Mortar. Clean stone. Poultice to remove salt build -up - gently remove poultice. Apply Shane water repellant as r000min ended by Manf. Existing Brick•. Remove deteriorated bricks and install new brick t match exerting. Repoint all joints with Hydraulic Ume Mortar. Cb brick and apply Silane water repellent as recommended by Mani Existing Stone Base Course and B&k Below: Remove cement parging from face of stone and brick using the most gentle mean possible. Once parging is remove treat as recommended for stone above. Damp Course; Drill holes in head joints 6" above and either pressure inject or gravity feed chemical damp proof course into masonry wall entir eiength of this elevation except at steps, door% and other openings. SOUTH ELEVATION SCALE: 1f8" = 1' -0" AN existing painted wood doors, including large Fire Hall doors and wood trim at windows to be prepared and painted Damp Course; Drill holes in head joints 6" above and either pressure inject or gravity feed chemical damp proof course Into masonry wall entir elength of this elevation except at steps, doors and other openings. TYPICAL SCOPE OF WORK Roofing and Flashing: Install new Membrane Roof, flashing and coping cap - all exposed sheet metal to be painted Existing brick roof parapet shall be tied back to roof diaphragm. See Structural Drawings. Existing Sheet Metal Cornice Existing Sheet Metal Downspouts and thru -wall scuppers to be removed from south and west elevations of building - See East Elevation for new downspouts Existing sheet metal cornice and frieze at balcony. Repair all holes in sheet metal w/ sheet metal patches. Coat top surface with waterproof membrane. Existing sheet metal comice All Existing Wood Vftdows: Repair all deteriorated parts of windows including - ropes, pulleys, frames, sash elements and cracked or broken glass. Install storm windows on interior for energy effeciency. See Window Schedule for detailed Scope of Work. Remove existing concrete planters from plinths at steps - see Floor Plan for stops of restoration in this area KATEJOHNSON ARCHITECTURE AND HISTORIC PRESERVATION &512 S. HUMPHREY ROAD OWNTON, VA 88236 (3M 341 -2553 KdTHLCEF, Z 0 i I i i i H Z = D � � 4 Z •J W Q � =a Irok o �� Or MSUE DATE: WSW MARK DFATE DESCRIPTION ck wnws: SOUTH AND WEST ELEVATIONS SCALE 118, = 1'-0" DRAWN: KJ CHECKED• OR PROJECT NO. 2001564 M N4.1 Install new Prefinished Sheet Metal Downspouts, Scuppers and thru -wall Flashing - Typ. for 5 Install new Prefinished Sheet Metal Coping at top of - existing parapet - see Detail 1 /A8.2 Install new, laminated glass rooting and pref nMed sheet meal gutters and downspouts over Excerise Yard - see Section 2/1-131 and Detail 4M6.1 rX r ol W, TOP OF ALTERNATE 91: DRAWN: ALTERNATE #2: ROOF DECK DR PROJECT NO: Brick repointing, cleaning and app water repellent in this are icationsof a New openings in in this Brick repainting, cleaning and appli water repellent in this area onsof existing brick wall - 0 See Architectural � Drawings for exact TOP OF N size and localtion; See Q structural Dravvirigs for header detail; typ. = Z Z ROOF Remove exlsfi Resiore winda header, reset 1 frame and sae 2ND FLOOR aik for 3 ANK FIRE FIN. FLOOR. 0 N Z d Q AL-C SPACE FIN. GRADE Y BOTTOM OF FOUNDATION NORTH ELEVATION SCALE: 1 /8" = V -0" 1l Eau ALTERNATE; 02: ALTERNATE 91: DRAWN: ALTERNATE #2: 0 DR PROJECT NO: Brick repointing, cleaning and app water repellent in this are icationsof a Brick repointing, cleaning and applicationsof water repellent area in this Brick repainting, cleaning and appli water repellent in this area onsof See SheetH4.' 0 0 � C3 TOP OF Q = Z Z ROOF Remove exlsfi Resiore winda header, reset 1 frame and sae 2ND FLOOR aik 0 N Z d Q _ ^4^ SEE ARCHITI DRAWINGS f Install subsurf downspouts t( 12" above M. FIRE HALL OL ASEMEt'rr FIN, FLUUM. 11W cRAwi. SPACE OL EAST ELEVATION SCALE: 1/80 = V-0" rvU1NVn F 1"'1 I for Typical Exterior Rehabilitation work. rig window frame, sash and trim complete. w as specilled. Install new gaiv. steel angle 9xisting misaligned brick. Reinstall restored h. EMRAL 'OR NEW ANNEX ace drain line - see Civil Drawings. Tie 1 storm drain w/ 4` o.d. cast iron pipes to extend grade. -typ. throughout KATE JOHNSON ARCHITECTURE AND HISTORIC PRESERVATION 8512 S. HUMPHREY ROAD CuNTON, WA 98238 (3M 341 -2553 ARCHITECT yy ISSUE DAM &18103 CONTENTS: NORTH AND EAST ELEVATIONS SCAM Z DRAWN: KJ 0 DR PROJECT NO: 2001564 Q F J 0 � Q = Z Z F 0 N Z d Q ISSUE DAM &18103 CONTENTS: NORTH AND EAST ELEVATIONS SCAM 1/8' = V -0' DRAWN: KJ CHECKED: DR PROJECT NO: 2001564 N4.2 e� M Existing concrete grade beam at top of retaining wall. Staple sections of beam together at offset at exisitng cold joint per Section A -A Make staples by bending #4 Epoxy - coated Rebar into "U" shape. Touch up corners with epoxy coating to ensure continuity of epoxy coating. Set staple in epoxy in holes drilled in concrete. Rout out 1" deep by 3" wide patch of existing concrete at each staple location. Patch area w/ concrete to match existing after installing staples. RETE BOND BEAM REPAIR ter RETAINING WALL Y 1 ) Scale: 1 -1/2" 2 ET–T-1 CORN .1) Scale: 1-1/2"= V -0" �00� REPLACEMENT -112" = 1' -0" KATEJOHNSON ARCHITECTURE AND HISTORIC PRESERVATION 6512 S. ITUIMMEY PX CT2TMN.we 9UM QW)MI.2553 Turn top of new cornice cap into brick joint. Set w/ lead wedge and caulk joint. Sealant to be sanded to match mortar. Z o_ Typical Cornice Restoration: Remov existing cornice cap; clean -out all debris inside of cornice; Z remove surface corrosion on inside face of cornice Q sheet metal; paint inside face of cornice sheet j metal w/ rust inhibiting paint. Take care to ... I' clean -out and maintain weep holes at bottom of m cornice. Install new 22 ga. sheet metal cap. Q W Prepare and paint cornice. Paint w/ Tnemec = Q Epoxol -ne Coating as recommended by manf. for Vj Q Z Class -A construction. X Reset existing bottom edge of cornice w/ lead Q Z wedge and caulk joint. Sealant to be sanded to a match mortar. d 0a RESTORATION ISSUE DATE: 6118!03 Typ. Brick wall - to be repointed w/ Hydraulic Lime Mortar Remove top 4" of face of existing stone Fabricate new 4" thick stone face tooled to match existing. Attach to existing stone w13/16" dia. stainless steel pins #@ 6" on center - min. of 3, set in epoxy each side. Fill gaps between new and old stone w/ low strength hydraulic lime mortar. E CONTENTS: DETAILS SCALE: DRAWN: KJ CHECKED: DR PROJECT 2001564 NO: SHEET: H6.1 scope similar to 1 st Floor Typical Roof; New and existing Roof/Third Floor framing - see Structural Drawings; typ. rigid thermal insulation; rigid insulation to slope and membrane roofing Create new chase for pipe runs at where exMgn chimney has been remove, typ. for 1st and 2nd Floors. Install new plywood on bottom of existing joists, typ. at all floors and roof - see Structural Drawings. install 5/8" Type "X" gyp, board at ceiling, finish to match adjacent piaster and/or gyp. board walls. Salvage and reinstall existing wood baseboard, typ. @ each side of wan at 1st and 2nd Floors. New concrete shear wan, see Structural Drawings Cut existing concrete slab 1'-0" beyond width of new shear wall foundation at each side. Install new 5" thick concrete slab wlw wire reinforcing against cracking over compacted fill, 2" sand, waterproof membrane and 4" gravel. Attach new slab to existing w/ #4 x 12" dowels @ 16" on center. Dowel 6" into existing slab - set in epoxy. Saw cut continuous cerf in existing slab and install water stop set in mastic as recommended by manf. in existing slab. New concrete foundation at shear wall - see Structural Drawings SECTION THRU NEW CONCRETE SHEAR WALL wrvR ro. ,lc. — i -V New steel pan deck and concete slab - see Structural Drawings Scale; 3/4" =1'-0" Restore existing wood doors w/ clear finish at interior .1.9 K to match existing and painted 'finish at exterior - color to be selected. Provide new steel threshold w/ off rubbed bronze finish. Clean and polish existing lockset and handles.-------, 3.3 I Sol 11111 4.3 ENLARGED PORCH PLAN .awir. II'* - 1 -u Reinstall salvaged wood base and trim following installation of tile /mortar bed. Prep, and paint an wood at porch - color to be selected. New bronze handrail - see Plan below { New precast concrete steps set in full bed of ll[ Type "S' mortar over waterprof membrane on new cone. slab. Overlap units 1" min. � ' / .::."., . , .1f".- Existing brick wails Existing concrete sidewalk New concete slab - see Structural Drawings Carefully remove and salvage existing tie at porch floor, by removing file and entire setting bed as one piece. 9 necessary the can be cut into z max. of 4 pieces to remove it from porch - cut at joitnsony - do nt damage tile. Remove existing wood trim at porch prior to removing tile/mortar bed. Once t"e has been removed, remove existing subfloor and framing below. Install new cast4n -place cone. slab, waterproof membrane and reninstail tile/mortar bed, set in new mortar bed over membrane. See Section A A, J c��r " �---- New bronze handrail - see data" 41A6.1 for attachment 0 9 New cast -in -place concrete structural slab, w/ precast concrete steps. Install new waterproof membrane on slab prior to installing steps. Install A precast concrete edge band at top and bottom of steps. See Section A -A. NEME Existing brick bulkheads w! sandstone caps. Remove existing planters, Carefully remove and salvage stone caps for reinstallation. Poultice stone caps to remove salts before reinstallation. Remove cement parging from brick. Replace damaged brick and re POI nt entire bulkhead as specified. Finish joint wi slightly concave face. Reinstall sandstone caps in medium strength hydraulic lime mortar and finish joints to match brick. Typical for 2. KATE JOHNSON .ARCHITECTURE AND HISTORIC PRESERVATION 65221 HUMPBM pz CLOMM WA 99736 ON) 3414553 �� REGiSTERE[ �RCRiI'ECT Z F J „! D m W a W W Q J W W Z 0 F' Z as 4C ISSUE DATE; s-is-oi CONTENTS: DETAILS SCALE: IS' =1'•D" ..— DRAW KJ CHECKED% DR PROJECT NO: 2DD1 664 SHEET: H6.2 CRITERIA w 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1997 EDITION). A SEISMIC ANALYSIS OF THE EXISTING OLD CITY HALL HAS BEEN PERFORMED. ALL NEW LATERAL ELEMENTS HAVE BEEN DESIGNED PER THE UNIFORM BUILDING CODE (1997 EDITION). EXISTING BUILDING LATERAL FORCE RESISTING SYSTEMS HAVE BEEN EVALUATED IN ACCORDANCE WITH FEMA 356 (NOVEMBER 2000). AN EVALUATION OF THE EXISTING GRAVITY SYSTEM OF THE EXISTING OLD CITY HALL WAS NOT PERFORMED, WITH THE EXCEPTION OF THE NEW OFFICE AREAS. 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF FLOOR LIVE LOAD (OFFICES) . . . . . . . . . . . . . . . . . . . 50 PSF FLOOR CONCENTRATED LOAD (OFFICES) . . . . . . . . . . . . . . 2000 LBS PARTITION LOADING . . . . . . . . . . 20 PSF MECHANICAL UNITS . . . . . . . . . . WEIGHTS FURNISHED BY MANUFACTURER WIND . . . . . . . . . . . . . . . . . . . . . . . 80 MPH, EXPOSURE "C' EARTHQUAKE . . . . . . . . . . . . .ZONE 3, SOIL Sd SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH DR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER, 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. REINFORCING STEEL STRUCTURAL STEEL METAL DECKING GLUED LAMINATED MEMBERS PLYWOOD WEB JOISTS MANUFACTURED LUMBER (PSL S, LSL S, LVL S) 11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS AND EXTERIOR CLADDING SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO REVIEW OF THE ARCHITECT OR ENGINEER OF RECORD FOR GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING, THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS.SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. 12. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 108 AND 1701 OF THE UNIFORM BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL IN- SPECTION AND TEST RESULTS. CONCRETE CONSTRUCTION STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING) METAL DECK INSTALLATION (INCLUDING FIELD WELDING) EXPANSION BOLTS AND THREADED EXPANSION INSERTS EPDXY GROUTED INSTALLATIONS AUGERCAST PILE INSTALLATION 13. EXTERIOR PRECAST CONCRETE CLADDING PANELS AND CONNECTIONS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE LOADS AND CONDITIONS SHOWN ON THE PLANS. MANUFACTURER SHALL SUBMIT DETAIL DRAWINGS AND CALCULATIONS BEARING THE STAMP AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER, STATE OF WASHINGTON. MANUFACTURER'S ENGINEER SHALL BE RESPONSIBLE FOR DESIGN, CODE CONFORMANCE, AND CONNECTION OF EXTERIOR CLADDING PANELS TO BASIC STRUCTURE. ENGINEER OF RECORD TAKES NO RESPONSIBILITY FOR PRODUCT DESIGN, MANUFACTURE, DELIVERY AND HANDLING, OR CONNECTION TO BASIC STRUCTURE. PRECAST VENEER ELEMENTS MUST BEAR ON MASONRY AND BE SELF SUPPORTING FOR GRAVITY LOADS. SHOP DRAWINGS SHALL BEAR THE REVIEW STAMP OF THE DESIGNING ENGINEER'S FIRM PRIOR TO REVIEW BY THE ENGINEER OF RECORD. ALL NECESSARY BRACING, TIES, ANCHORAGE, DISTRIBUTION MEMBERS, AND SIMILAR ELEMENTS SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH SUBMITTED DRAWINGS AND CALCULATIONS. GEOTECHNICAL 14. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. OCH FOUNDATIONS SHALL BE SUPPORTED W/ HELICAL ANCHORS AS DIRECTED BY THE SOILS ENGINEER OR WITH CONVENTIONAL FOUNDATIONS AS INDICATED ON PLAN, ANNEX FOOTINGS SHALL BEAR ON AUGERCAST PILES AS INDICATED ON THE PLANS AND RECOMMENDED IN THE SOILS REPORT. GRADE BEAMS SHALL SPAN BETWEEN PILES AS SHOWN ON THE PL AN S. GRADE BEAM DE PTH S/ ELE VAT IO N S AR E SHOWN IN THE DETAILS. ALLOWABLE SOIL BEARING (OLD CITY HALL) . . . . . . . . . . . . . . . 2000 PSF ALLOWABLE COMPRESSIVE PILE CAPACITY (55 FT EMBED) . . . . . . . . . . . . 60T (60 FT EMBED) . . . . . . . . . . . . 65T ULTIMATE PILE TENSILE CAPACITY . . . . . . . . . . . . . . . . . . . . . 30T PILE LATERAL CAPACITY (FIXED HEAD CONDITIONS) . . . . . . . . . . . . . 7.5T LATERAL PASSIVE EARTH PRESSURE (NO F.O.S. INCL) . . . . . . . . . . . 325 PCF HELICAL ANCHOR CAPACITY . . . . . . . . . . . . . . . . . +/- 25K ALLOWABLE SOILS REPORT REFERENCE: 'REPORT OF GEOTECHNICAL ENGINEERING EVALUATION: PORT TOWNSEND CITY HALL ANNEX AND SEESMIC RETROFIT OF OLD CITY HALL MUSEUM." PREPARED BY ZIPPER ZEMAN ASSOCIATES, INC; DECEMBER 2003, 15. AUGERCAST PILING INSPECTION BY THE SOILS ENGINEER SHALL BE PERFORMED DURING PLACEMENT. MAXIMUM AUGERCAST PILE ECCENTRICITY SHALL BE 3' LATERALLY. PILE LENGTH INDICATED ON DRAWINGS IS ESTIMATED. ACTUAL LENGTH SHALL BE DETERMINED IN FIELD BY SOILS ENGINEER. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO DRILLING PILES. RENOVATION 16. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 17. ALL EXTERIOR MASONRY WALLS SHALL BE INSPECTED AND REPAIRED AS FOLLOWS: SCRAPE ALL LOOSE AND WEAKENED MORTAR OUT TO FULL DEPTH OF THE DETERIORATION; REMOVE AND REPLACE ANY LOOSE MASONRY UNITS; CHECK FOR LOOSE FACING BRICK VENEERS; TUCK POINT ALL JOINTS SOLID. ALL MASONRY RESTORATION AND REPAIR SHALL BE PERFORMED IN SUCH A MANNER THAT THE EXISTING STRUCTURE IS NOT WEAKENED OR LEFT UNSUPPORTED DURING THE PROCESS OF THE WORK. ALL EXTERIOR APPENDAGES SUCH AS FIRE ESCAPES, CORNICES AND EYEBROWS SHALL BE INSPECTED FOR STRUCTURAL INTEGRITY AND THE CONDITION OF THE CONNECTIONS TO THE STRUCTURE. THE CONTRACTOR SHALL PROVIDE THE STRUCTURAL ENGINEER WITH THE RESULTS OF THE INSPECTION. 18. EXISTING MASONRY SHEAR TEST: ALLOWABLE UNREINFORCED MASONRY STRESSES HAVE BEEN DETERMINED BY PERFORMING INPLACE SHEAR TESTS. REFERENCE REPORT BY CASCADE TESTING LABORATORY, INC. NOVEMBER 2002. 19. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. CONCRETE 20. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTIONS 1905 AND 1906, AND ACI 301 INCLUDING TESTING PROCEDURES. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: TYPE OF CONSTRUCTION 2B DAY STRENGTH MAXIMUM MINIMUM CEMENT (f' C) SLUMP CONTENT PER C. Y. A. SLABS ON GRADE 3,000 PSI 5" 5 -1/2 SACKS TOPPING SLABS SLABS ON METAL DECK STAIR LANDINGS AND TREADS B. ALL STRUCTURAL CONCRETE 4,000 PSI EXCEPT WALLS C. CONCRETE WALLS 4, 000 PSI D. PRECAST, NON- PRESTRESSED 3,000 PSI MEMBERS E. AUGERCAST PILING 4, 000 PSI 4" 6 -1/2 SACKS 5" 6 -1/2 SACKS MIX DESIGN PER PRECAST PLANT STANDARDS AS APPROVED 10 SACKS MIXES SHALL BE PROPORTIONED SO AS NOT TO EXCEED THE MAXIMUM SLUMPS INDICATED. 21. THE MINIMUM AMOUNTS OF CEMENT MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX 1S SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR P T T PLACING ANY CONCRETE. THE PERFORMANCE MIX APPROVAL TWO WEEKS PRIOR O LA ]NG SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH U. B. C. 1905.3. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, and C618. TOTAL AIR CONTENT FOR FROST- RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 19 -A -1 OF THE UNIFORM BUILDING CODE. 22. CONCRETE MAY BE PLACED BY THE " SHOTCRETE' METHOD, PROVIDED THE APPROVALS, TESTS, AND INSPECTIONS REQUIRED BY THE BUILDING DEPARTMENT ARE OBTAINED. SHOTCRETE MATERIALS, EQUIPMENT, PROCEDURES, PROPORTIONS, BATCH]NG, MIXING AND PLACEMENT SHALL BE IN ACCORDANCE WITH ACI 506R -90, ACI 506.2 -95 AND 1997 UBC SECTION 1924. THE ' SHOTCRETE' METHOD SHALL NOT BE USED WITHOUT MAKING SPECIAL ARRANGEMENTS THROUGH OWNER AND ENGINEER UNLESS STRUCTURAL DRAWINGS ARE SPECIFICALLY DETAILED TO ACCOMMODATE SHOTCRETING. 23. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT SI), GRADE 60, f = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, f y = 60,000 PSI. 24. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. DIA ARE SUBMITTED. WELDING OF GRADE 60 REINFORCING BARS SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS SHALL BE PERFORMED USING E70XX ELECTRODES. WELDING WITHIN 4' OF COLD BENDS IN REINFORCING STEEL 16 NOT PERMITTED. 25. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -92 AND 318 -95. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH "THE REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE." PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS, NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 26. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER ( #6 BARS OR LARGER). . . . . 2" ( #5 BARS OR SMALLER) . . . . . . . . . . . . . . . . . . . . . . . . 1 -112" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . . . . . . . . . . . 1 -112" SLABS AND WALLS (INT. FACE). . . .GREATER OF BAR DIAMETER PLUS 1/8' OR 3/4" 27. CONCRETE WALL REINFORCING -- PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE- 5-1/2' & 6" WALLS #4 @ 16 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN 8' WALLS #4 @ 12 HORIZ. #4 @ 18 VERTICAL I CURTAIN 10" WALLS #4 @ 18 HORIZ. #4 @ 18 VERTICAL 2 CURTAINS 12" WALLS #4 @ 16 HORIZ. #4 @ 18 VERTICAL 2 CURTAINS 28. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 29. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). 30, HIGH STRENGTH THREADED RODS (STRESSED AND NON- STRESSED) SHALL BE DYWIDAG THREADBARS WITH APPROPRIATE ANCHORAGE PLATES, NUTS, AND COUPLERS AS MANUFACTURED BY DICKERHOFF AND WIDMANN, INC., IN CONFORMANCE WITH ASTM A -722 (fpu = 150,000 PSI). ANCHORAGE 31. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE 'KWIK BOLT II' AS MANUFACTURED BY THE HILTI CORP., INSTALLED IN STRICT ACCORDANCE WITH I. C. B. 0. REPORT NO. 4627, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS, BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH I.C.B.O. REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 32, EPDXY RENOVATION ANCHORS TO EXISTING UNREINFORCED MASONRY WALLS: SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "HIT -HY20" AS MANUFACTURED BY THE HILTI CORP. INSTALL IN STRICT ACCORDANCE WITH I. C. B.O. REPORT NO. 4815. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE OF THREADED ASTM -A36 MATERIAL UNLESS OTHERWISE NOTED. EMBED ALL ANCHORS TO WITHIN I" OF EXTERIOR FACE OF MASONRY WALL. DRILLED -IN WALL ANCHORS INSTALLED IN MASONRY WALLS SHALL BE TESTED IN PULL- OUT BY AN APPROVED AGENCY. THE MINIMUM NUMBER TESTED SHALL BE TWO PER WALL PER FLOOR OR ROOF. THE NUMBER OF TESTS AND TEST LOCATIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO TESTING. THE TEST APPARATUS SHALL BE SUPPORTED ON THE MASONRY WALL AT A MINIMUM DISTANCE EQUAL TO THE ANCHOR EMBEDMENT FROM THE ANCHOR TESTED. THE ROD SHALL BE TESTED TO A LOAD OF 4500 # OR TO FAILURE STRUCTURAL ENGINEER PRIOR TO TESTING OR TO FAILURE (ULTIMATE). RESULTS OF ALL TESTS SHALL BE RECORDED, THE REPORT SHALL INCLUDE TEST RESULTS AS RELATED TO THE WALL THICKNESS AND JOIST ORIENTATION. THE RESULTS OF THE TEST SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND TO THE BUILDING DEPARTMENT. MASONRY 33. MASONRY VENEER SHALL BE ANCHORED TO BACKING WALLS PER SECTION 1403.6 OF THE UBC WITH 3/4' x 22 GAUGE GALVANIZED SHEET METAL OR NO. 9 GAGE WIRE ANCHORS MINIMUM. ANCHOR TIES SHALL BE SPACED SO AS TO SUPPORT NOT MORE THAN TWO SQUARE FEET OF WALL AREA AND SHALL BE SPACED NOT MORE THAN 24" O.C. HORIZONTALLY. IN SEISMIC ZONES 3 AND 4, TIES SHALL HAVE A LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A N0, 9 GAGE REINFORCEMENT WIRE. JOINT REINFORCEMENT SHALL BE CONTINUOUS WITH BUTT SPLICES BETWEEN TIES PERMITTED. ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM WAMI - ''11 SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 103 - S®Sle, WA 96121 ph. 206.443.6212 fax: 206 443.4870 z a O J o m_ z ao W = to Wa z !C mi W 0 az F =z � a p .z an i� a ISSUE DATE: 06 -I&N PHASE: CONTENTS: GENERAL STRUCTURAL NOTES SCALE: DRAWN: RWG CHECKED: LRS PROJECT NO: 01007802 General Notes Continued On Sheet S1.2 SHEET: STEEL 34. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES: 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN OR LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS. 2. MARCH 7, 2000 RISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED AS NOTED IN THE CONTRACT DOCUMENTS AND BY THE DELETION OF PARAGRAPH 4.4.1. 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 35, STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION Fy A. WIDE FLANGE SHAPES A36/A572 DUAL GRADE 50 KSI B. OTHER SHAPES, PLATES, AND RODS A36 36 KSI C. OTHER SHAPES AND PLATES A572 (GRADE 50) 50 KSI (NOTED GRADE 50 ON PLANS) D. SPECIAL WIDE FLANGE SHAPES A992 50 KSI (NOTED AS A992 ON THE PLANS) E. PIPE COLUMNS A53 (E OR S, GR. B) 35 KSI F. STRUCTURAL TUBING A500 (GRADE B) 46 KSI (SQUARE OR RECTANGULAR) G. CONNECTION BOLTS A325 -N (3/4" ROUND, UNLESS SHOWN OTHERWISE) 36, ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE RISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 37, ALL A -325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. 38, ALL ANCHORS EMBEDED IN MASONRY OR CONCRETE SHALL BE A307 HEADED BOLTS OR A36 THREADED ROD (WITH THE EXCEPTION OF A193 B7 ANCHORS INDICATED ON THE DRAWINGS). AN ASTM563 HEAVY HEX NUT TACK SHALL BE WELDED ON THE EMBEDED END. 39. ALL WELDING SHALL BE IN CONFORMANCE WITH A. I. S. C. AND A. W. S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. ALL COMPLETE JOINT PENETRATION GRDOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT -LBS AT -20 DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. 40. METAL FLOOR AND ROOF DECKING - PROVIDE SIZE, TYPE, GAUGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. ALTERNATES MUST BE CONNECTED ACCORDING TO PUBLISHED I.C.B.O. CRITERIA FOR DIAPHRAGM SHEARS SHOWN. PROVIDE SHORING WHERE REQUIRED PER MANUFACTURER'S PUBLISHED CRITERIA. ALL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. 41. COLD- FORMED STEEL FRAMING NOTES -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. COLD- FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAUGE SHOWN ON THE PLANS. NOTATIONS ON THE DRAWINGS, RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, REFER TO CATALOG NUMBERS OF MEMBERS MANUFACTURED BY STEELER. PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED FOR FRAMING SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, STIFFNESS, AND STRENGTH. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. ALL COLD- FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I. 'SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS." B. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A653, GRADE 50 Fy = 50 ksi 12, 14, AND 16 GAUGE ASTM A653, GRADE 33 Fy = 33 ksi 18 AND 20 GAUGE WHERE NOTED, PAINTED STUDS SHALL CONFORM TO: ASTM A570, GRADE E Fy = 50 ksi ALL 8 AND 10 GAGE MATERIAL SHALL CONFORM TO: ASTM A36 Fy = 36 ksi C. WELDING OF COLD- FORMED METAL FRAMING SHALL CONFORM TO AW'S D1.3 AND SHALL BE PERFORMED BY WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. General Structural Notes - Continued THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS WOOD 42. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W. C. L. B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X A 3X MEMBERS) AND BEAMS: (0 MEMBERS) BEAMS: (INCL. 6X AND LARGER) POSTS: (4X MEMBERS) (6X AND LARGER) EXTERIOR WALL STUDS & PLATES: INTERIOR STUDS, PLATES & MISC. FRAMING: HEM -FIR NO. 2 MINIMUM BASE VALUE, Fb = 850 PSI DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI DOUGLAS FIR NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, Fe = 1000 PSI DOUG -FIR NO. 1 DOUG -FIR OR HEM -FIR NO. 2 43. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN A. I. T. C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4, Fb = 2,400 PSI, Fv = 190 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Fb = 2400 PSI, Fv = 165 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 44. MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICBO ER -4979 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.OE) Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI LVL (1.9E) Fb = 2600 PSI, E = 1900 KSI, Fv = 285 PSI LSL (1.5E) Fb = 2250 PSI, E = 1500 KSI, Fv = 285 PSI DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS -JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE 1. C. B. 0. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12 %. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 45. PREFABRICATED PLYWOOD WEB JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON, PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE TRUS -JOIST CORPORATION. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED. 46. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL I1, EXTERIOR GLUE IN CONFORMANCE WITH UBC STANDARD 23 -2. ROOF SHEATHING SHALL BE 5/8" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4' (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 47. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 48. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD C2 FOR LUMBER OR C9 FOR PLYWOOD. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO A RENTION OF 0.25 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ -A, CBA -A, CA -B, SBX) TREATED WOOD SHALL 0185 OR A185 HOT DIPPED OR CONTINUOUS HOT- GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 49. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CURRENT CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER, ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE AS CALLED OUT BELOW. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TO JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT' SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. 50. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0. 113' 8d 2-112- 0. 131' 10d 3" 0.148' 12d 3-1/4' 0.148' 16d BOX 3 -1/2" 0.135' IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. B. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 51. WOOD FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 23- II -B -1 OF THE UBC. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (1997 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8' AND SMALLER LAG SCREWS. B. WALL FRAMING- REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT 7' -O" OF ALL STUD WALLS OVER 10' -O' IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE, END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12' O.C. AND LAP MINIMUM 4' -D" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 12" O.C. STAGGERED OR BOLTED TO CON- CRETE WITH 5/8' DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 4'-0" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT - UP POSTS SHALL BE NAILED TO EACH OTHER WITH I6d @ 12' O.C. STAGGERED. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING WITH NAILS @ 7' O.C. NAIL 1/2" GWB WITH 5d COOLER NAILS AND 5/8' GWB WITH 6d COOLER NAILS. PROVIDE 112" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UN- SUPPORTED EDGES), AND TOP AND BOTTOM PLATES WITH NAILS @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH NAILS @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO I6d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d @ 12' O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED @ 6" O.C. TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12 "0.C.TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TO JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12' O.C. UNLESS OTHERWISE NOTED. ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM Votpa Yl El, ANI," SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 10D - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443 4870 z O Q z �o ° ao z = 0 W Wa z 1C J LLB a az �.. = z Q ISSUEDATE• 06 -18.04 PHASE. MARK DATE DESCRIPTION 6.18-04 BID-DOCUMENTS CONTENTS: GENERAL STRUCTURAL NOTES - CONT. SCALE: DRAWN RWG _. CHECKED: I% PROJECT NO. DIDD7802 SHEET: S1.2 0 E n I I G I '1 I 1 I 1 "c) � I (E) 6x8 POST OR J ! o_! : 0 : B "o POST W/ 2' -0 "sq x 12 "d FTG. 4C 4/S6.2 1 1 1 1 typ. i, I 0, 0, L --- , 9/S5.2 1 !o C) ,o' ;0 of 1 I I .I .j '. 1 ' - o- -J ioi -- - ioi io! L --- ioi i i 1 I I In 1 u y I T (E) PIPE COLS. 0 1.6 3 - -0" - 3.3 "nn 1 I �I� I (22) HELICAL-40 O ANCHORS 0 3' -0 "oc MIN. li O O 1 110 01 Q.... 01 110 01 I' I 1,,o p 1 1 1 9/53.1, I0 1 O OI - 4.3 \\-- 8" CONCRETE SHEAR WALL W/ #4 0 107oc HORIZ. AND #7 0 6 *oc VERT. HOOK HORIZ. REINF. AT WALL ENDS Plan Notes OCH Foundation Plan Scale: 1/8" = 1' -0" 1. HELICAL ANCHORS SHALL BE LOCATED AS INDICATED ON PLAN. INSTALL IN ACCORDANCE WITH THE SOILS REPORT (SEE GENERAL NOTE 14, S1.1). ANCHORS SHALL BE CAPABLE OF RESISTING ALLOWABLE TENSILE AND COMPRESSIVE LOADS OF 25k. 2, SW- INDICATES PLYWOOD SHEATHED STRUCTURAL WALL TYPE PER SCHEDULE 12/S5.1. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM VAMP ii3'... SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 10D - Seattle, WA 98121 ph: 206 443.6212 Fac: 2D6 443.4870 z 0 a J 0 a Q z =o � Wa z �C ml W az O � =z L a ISSUEDATE. 06 -18-D4 PHASE- MARK DATE DESCRIPTION !8-18-041 BID DOCUMENTS I I CONTENTS. OCH FOUNDATION PLAN SCALE: DRAWN: RWG CHECKED LRS PROJECT NO- 01007602 SHEET: S2ml OD 5 co "o r Am Am 'r rued I P N e A B C D E 73' -8" 8 21' -08' 23' -8 ' 20' -2� 8' -04" 22' -O' 12' -0' 16' -0° 16' -0' 0 Plan Notes F G 2/S3.1 - - do 1/14.1 do +tio - - - - - - - - - - - - - (3 loc ' L4x4x1/4 Wf 3/4 "6 EPDXY 6 - - - BOLTS 0 24 "oc TO (E) 1 $p - - -- - - - - - - - ,.r- ------ - - - - -� MASONRY, TYPICAL I 'a.N0 �a, �dcarrlOR � I . 41 42)HD6A I I j I 12 f $f3.1 (slope per arch.) .n, 1 2/53.1 3� Ij SR n. - - -} I - -- I # - - -- I 1^W& Y6 &k ^'I 4 J =1P. ,UYSII[gWtiP , A_K9C0� J ~-� rSW3 -y- - Sw3 i - i L 4x6x6/16 (LLV) 3/S31� \N�� I I TYP. AT INTERIOR (MADE BEAMS U.N.O. I SW6 - 1:. I 6X10 I I •• I I I I I .-.N ° �I L' I ___j L- - - - - -- -� �- - -T - -S J ' - - - - - -- - - - - - -- 4/S J. r i i T - jr,., GRADE BEAM STEPS 119 1 I (4 SIDES) AT ELEV. I I ; Ulf 6X10 P g .., I t �j� '° I PIT. SEE 12/S3.2 I i i gym: 4/86•Z :�6y'.iPPNlt941. t I A• ^P ('.. Q I tui. at IJGVmg � I ii , W and p s under 1 YY /#4 M 18'oc WAY > I i { x._.31 ¢ floor framing Vi 3 v CENTERED. TYP.;I1.N.0. I 4' I« ;I o' I I I II I I •_ _ _ - 00 1 L- SW6 - -m� - -_j I----- SW6- - --i I LLJ 12/34. "y- � r I I I W 1� :.• � '` I t I I 4 , 16e.0 AUGERCAST PILE I �� I ..: ...... i „ . -..'. ... , . .... ,. .. L . ,, ~ -. , 16 0 161 I ' () 1 (23) LOCATIONS, I ; I I I WOOD BRG � ... ............ ' I 1 PER 8/53.1. TYP. [ ..v..w. <.Mw .I I I I BELOW ING I I I 31 I HSSI 640/4 10 S3.1 ° '¢%ir w i 4 A sim. _ •I - -I-- 146 SW3 P1 P1 `� SW3 � i1 6I C I I G ----- -------------_ ,, P ------------ - - -SWS - -- - -- d° 4c 8 f S3.2 ADD (8)#9 LONGIT. I 19' -12" 8'-4" 94" THIS REGION, TOP r- AND BOT. 8/54.2 BRACED FRAME ELEV. (SEE ALSO 1/S5.3 FOR 74'-0" WINDOW WALL ELEV.) 1. VERIFY ALL DIMENSIONS SHOWN ON STRUCTURAL PLANS WITH ARCHITECTURAL DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. SLAB ON GRADE SHALL BE AS INDICATED ON PLAN. REFERENCE SOILS REPORT FOR SUBGRADE PREPARATION. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO DIVIDE SLAB INTO RECTANGULAR AREAS 400 SQUARE FEET OR LESS. AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. EXTEND ALL REINFORCING THROUGH SLAB JOINTS PER DETAIL 10/S3.1 3. TOPS OF CONCRETE GRADE BEAMS SHOWN IN THIS PLAN SHALL BE AT ELEVATION 13.792' UNLESS NOTED OTHERWISE. 4. AUGERCAST PILES MALL BE 16 *0, AS INDICATED IN THE SOILS REPORT. PROVIDE PILE REINFORCING PER B/S3.1. EMBED ALL PILES 55 FT. OR TO DEPTHS REQUIRED TO ACHIEVE CAPACITIES LISTED IN THE SOILS REPORT (AND GENERAL NOTE 14, SHEET S1.1). ALL PILES SHALL BE PILE TYPE 2 (P2) UNLESS NOTED PILE TYPE 1 (P1) ON PLAN. SOILS REPORT REFERENCE: "REPORT OF GEOTECHNICAL ENGINEERING EVALUATION: PORT TOWNSEND CITY HALL AND SEISMIC RETROFIT OF ANNEX." PREPARED BY ZIPPER ZEMAN ASSOCIATES, DECEMBER 2003 5, CONTRACTOR TO VERIFY EXISTING FRAMING INFORMATION SHOWN ON PLANS. VERIFY (E) STRAIGHT SHEATHING OVER DIAGONAL SHEATHING IN OLD CITY HALL. NOTIFY ENGINEER IF ANY DISCREPANCIES ARE FOUND. 6. SW_ INDICATES PLYWOOD SHEATHED STRUCTURAL WALL TYPE PER SCHEDULE 12/S5.1. ALL NEW EXTERIOR WOOD WALLS SHALL BE SW1 U.N.O.. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. 7. PROVIDE DOUBLE STUDS AT 120oc FOR ALL WALL STUDS GREATER THAN 12'. MAXIMUM HEIGHT OF WALL STUDS SHALL NOT BE GREATER THAN 18' -0" 8. LSL RIMS SHALL BE CONTINUOUS OVER ALL OPENINGS. PROVIDE JOIST HANGERS FROM JOISTS TO LSL RIM AT OPENINGS. STRAP ALL BREAKS IN LSL RIMS W/ (2)CS16 STRAPS 9. HOLDOWNS SHALL BE AS INDICATED ON THE PLANS. SEE DETAIL 8/S5.1 4 /S6.1 sim. j HDR. TYP. j L...,, U.N.O 1 � I -L 1 2/S6.1 L 4x6x5/16 (LLV) 12%S6. -BRICK WALL BELOW /S6.1 Sin. 2x16 @ 16 "oc H L 4x4x1/4 TYPICAL i0j 4/S61 _ v 12/S6.1 J K Sxn. 'm. - 1.8 L 4x 5/t6 (LLV) I/S6.1 r 8/56.1 sim. , a k ," N mq 11 a L 4x6x5/16 (LLV)a tal,cletixauvu ac mevzw.vzta ;112/S6.1 COMPOSITE DECKING 3/S6.1 SLAB UNDER ENTITY tO*` AND CAST IN PLACE g STAIR PER 7/56.3 1 7fI6.1 rtes x: xs « i 2/S6. I ..-.v a ". .. 7/S6.3 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM ra SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - suite 100 -seum WA 96121 ph: 206.44315212 roc: 206.443.4676 N. a- a -� b -- 4.3 ' SHEATHE BOTTOM OF JOISTS " IN SHADED AREAS W/ 1/2' COX PLYWOOD. BLOCK ALL PANEL 3/56.2 EDGES W/ 2x BLOCKING AND NAIL W/ 10d 0 4'oc AT PANEL � O EDCCfS AND 10d 0 127oc IN 6/S 1 j FIELD J 516 4x6x LLV II i Q IpN pf4 d:'s,4 d fA Id9f I -I MJ� Ic- 1O /S6.1 W W a. s B CONCRETE SHEAR Ia WALL W/ I 111IrrJI1r HORIZ. AND #7 W 9'oc VERT. (ALTERNATELY, J #6 0 6"oc VERT. MAY BE PROVIDED AT J Z CONTRACTORS OPTION) HOOK HORIZ. REINF. Z Z AT WALL ENDS H Q 0 01 L 0a OCH First Floor Framing & Annex Foundation Plan Scale. 1 /8" - 1' -D" ISSUE DATE: a6-18-I14 PHASE: r MARK DATE DESCRIPTION 154804 11MROMMMUMMMENTS CONTENTS: OCH FIRST FLOOR FRAMING - ANNEX FND. PLAN SCALE: DRAWN: RWG CHECKED: LRS PROJECT NO: OIDD78M SHEEP. RO rjaoo 0 PSL 51/4x16 ADD N Plan Notes 72' -11t 21' -0 I 2S -8� I 20' -22 I 8' -04 ^ J. A 1. VERIFY ALL DIMENSIONS SHOWN ON STRUCTURAL PLANS WITH ARCHITECTURAL DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. CONTRACTOR TO VERIFY EXISTING FRAMING INFORMATION SHOWN ON PLANS. VERIFY EXISTING STRAIGHT SHEATHING OVER DIAGONAL SHEATHING IN OLD CITY HALL. NOTIFY ENGINEER IF ANY DISCREPANCIES ARE FOUND. 3. SW_ INDICATES PLYWOOD SHEATHED STRUCTURAL WALT. TYPE PER SCHEDULE 12/55.1. ALL NEW EXTERIOR WOOD WALLS SHALL BE SWI U.N.O. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION 4. PROVIDE DOUBLE STUDS AT 1f0c FOR ALL WALL STUDS GREATER THAN 12% MAXIMUM HEIGHT OF WALL STUDS SHALL NOT BE GREATER THAN 18! -0" 5. LSL RIMS SHALL BE CONTINUOUS OVER ALL OPENINGS. PROVIDE JOIST HANGERS FROM JOISTS TO LSL RIM AT OPENINGS. STRAP ALL BREAKS IN LSL RIMS W/ (2)CS16 STRAPS 6. PROVIDE DOUBLE STUDS MINIMUM AT EACH END OF ALL BEAMS AND HEADERS. PROVIDE SOLID BEARING THROUGH ALL FLOORS TO FOUNDATION BELOW. 7. HOLDOWNS SHALL BE AS INDICATED ON THE PLANS SEE DETAILS 5 & 6/S5.1 & TOP OF STEEL ELEVATION IS 11' -01/4 UNLESS NOTED OTHERWISE ON PLAN. k= AM fb3.J run WINDOW WALL ELEV.) 9. PROVIDE PANEL EDGE NAILING PER PLAN OVER LSL DRAG STRUTS. STRAP OVER BEAMS PER PLAN Annex Second Floor Framing Scale: 1/8" = 1, —O" ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM 1 r U Z 0 a J _ ° ao Z =o W W a. z 1x ? JW 0 aZ �.. = Z F � �a � t� k ISSUE DATE: 06 -18-04 PHASE: CONTENTS: ANNEX SECOND FLOOR FRAMING PLAN SCALE: DRAWN: RWG CHECKED: LRS PROJECT NO: 01007802 SHEET: S2.3 PREFABRICATED STAIR DESIGNED BY OTHERS 1 is . (( R'� W SHEATHE FLOOR JOISTS W/ 3/4' T&G APA RATED PLYWOOD SHEATHING. NAIL W 8d M Coe AT PANEL EDGES AN OVER ALL STRUCTURAL SHEAR ILLS AND BEA MS ' ALL INTERMEDIATE FRAMING. T B i PREFABRICATED STAIR DESIGNED BY OTHERS 1 is . (( R'� W SHEATHE FLOOR JOISTS W/ 3/4' T&G APA RATED PLYWOOD SHEATHING. NAIL W 8d M Coe AT PANEL EDGES AN OVER ALL STRUCTURAL SHEAR ILLS AND BEA MS ' ALL INTERMEDIATE FRAMING. v Plan Notes `y Q 1 T T E TYP. AT OPEN] IN (E) BRICK \ 12/56.21 N O M 1:r x 7 /Sa.2' (2)2x6 .rt�ll. W14x- ° +„ 4/S{5.2 , t991GXX1 :4'dl Typ. W1438 , r i 12/S5.3 tp. '- I x f f f li f �E 2 jw 1/S5.2 7/S5'2 ` 1 y W14x30 - -- ----- - - - - -- -- -- 1 - - -- - -- - i ,Y (4)CS16 BLOCK PANEL EDGES IN 4/$511 SHADED REGION. NAIL • ve:nux v� 9x :m eun uv nv sex uex..rvse W/ 8d 0 4 oc AT ti G495Gb Tx U ti FM bk 0.Pt5 WR. (4}CS16 ALL PANEL EDGES -. . '11101-1, ME ggg ' F �" if, ifw, 11 ,1..'.1I,fggIP91,114A:A,IR'AAI! y 2. 4 � n. fi• q ce 4/S5.1 v �CT1 /85.2 v PROVIDE 4x6 FLAT BLOCKING - BTWN. JOISTS W/ CONT. CMST14 OVER TOP. SEE 11 & 12/S5.2 v Plan Notes `y Q 1 T T E TYP. AT OPEN] IN (E) BRICK \ 12/56.21 N O M 54.1 8/54.2 BRACED FRAME ELEV. 1. VERIFY ALL DIMENSIONS SHOWN ON STRUCTURAL PLANS WITH ARCHITECTURAL DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. CONTRACTOR TO VERIFY EXISTING FRAMING INFORMATION MOWN ON PLANS. VERIFY EXISTING STRAIGHT SHEATHING OVER DIAGONAL SHEATHING IN OLD CITY HALL. NOTIFY ENGINEER IF ANY DISCREPANCIES ARE FOUND. 3. SW_ INDICATES PLYWOOD SHEATHED STRUCTURAL WALL TYPE PER SCHEDULE 12/S5.1. ALL NEW EXTERIOR WOOD WALLS SHALL BE SWI U.N.O. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION 4. PROVIDE DOUBLE STUDS AT 12 "oc FOR ALL WALL STUDS GREATER THAN 12'. MAXIMUM HEIGHT OF WALL STUDS MALL NOT BE GREATER THAN 18' -0" 5. LSL RIMS SHALL BE CONTINUOUS OVER ALL OPENINGS. PROVIDE JOIST HANGERS FROM JOISTS TO LSL RIM AT OPENINGS. STRAP ALL BREAKS IN LSL RIMS W/ (2) S16 STRAPS. 6. PROVIDE DOUBLE STUDS MINIMUM AT EACH END OF ALL BEAMS AND HEADERS. PROVIDE SOLID BEARING THROUGH ALL FLOORS TO FOUNDATION BELOW. 7. HOLDOWNS SHALL BE AS INDICATED ON THE PLANS. SEE DETAILS 5 & 6/S5.1 & TOP OF STEEL ELEVATION IS 22' -41/4' UNLESS NOTED OTHERWISE ON PLAN. i 7 ee ! a F G AT (E) STAIR OPENING PROVIDE 13/406 LVL's 0 16" oc (CONT. BTWN. (E) MASONRY BEARING WALLS) SISTER NEW LVL's NEXT TO (E) 12/S61 JOISTS. SHEATHE OVER (E) STAIR OPENING W/ 3/4' COX PLYWOOD sim. W/ 8d ® eoc ® PANEL EDGES & if i9- IN`lERMED1ATFfRAMfNG -- - L 46 5/16 (LLV) 4/S6.1 7711 -. Sm PREFABRICATED]STAIR -- .. H DESIGNED BY OTHERS a r .Rr ev L 4x6x5/16 (LLV) 12/S6.1 j-j Sim. 8/S6.1 Sim. 5/S6.1 .. .. i_ 4/�1 _ 7/S53 i (E) 206 16"oc f € L 6x6x3 /2 L 9. PROVIDE 8d M 21/2'oc DIAPHRAGM NAILING OVER PSL 10. PROVIDE PANEL EDGE NAILING PER PLAN OVER LSL DRAG STRUTS. STRAP OVER BEAMS PER PLAN 12/56.1 12/56.1 Annex Third FI L 4Ox5/16 I (LLV) T- 2/86.2 zo Co t to \ �\ x 2/S6.2I�e 413/861 10/86.1 - 1.8 12/56.1 - 2.5 - 3.3 I /86.1 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM rrAd SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 1DD - S®01e, WA 90121 ph: 206.443.6212 fmc: 2DMeA070 12 S6.1 O v I_ SHEATHE BOTTOM OF JOISTS IN SHADED AREAS W/ 1/2 CDX Q PLYWOOD. BLOCK ALL PANEL EDGES W/ 2x BLOCKING AND NAIL W/ 10d ® 4'oc AT PANEL ., EDGES AND 10d ® 12'oc TO INTERMEDIATE FRAMING 8' CONCRETE SHEAR Lu W a WALL W/ #4 0 10'oc cc HORIZ. AND 17 01Yoc Z VERT. (ALTERNATELY, #5 0 eroc VERT. MAY BE PROVIDED AT mI Z CONTRACTORS OPTION) 0 a Z HOOK HORIZ. REINF. AT WALL ENDS H Z Q L oor / OCH Second Floor Framing Scale: 118" = 1' -0' I5SUE DATE: 0848-04 PHASE: MARK DATE DESCRIPTION of CONTENTS: ANNEX 3rd FLOOR OCH 2nd FLOOR FRAMING PLAN SCALE: DRAWN: RING CHECKED: LRS PROJECT NO: 010D7802 SHEET: S2.4 1:r x , r i f f f li f 54.1 8/54.2 BRACED FRAME ELEV. 1. VERIFY ALL DIMENSIONS SHOWN ON STRUCTURAL PLANS WITH ARCHITECTURAL DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. CONTRACTOR TO VERIFY EXISTING FRAMING INFORMATION MOWN ON PLANS. VERIFY EXISTING STRAIGHT SHEATHING OVER DIAGONAL SHEATHING IN OLD CITY HALL. NOTIFY ENGINEER IF ANY DISCREPANCIES ARE FOUND. 3. SW_ INDICATES PLYWOOD SHEATHED STRUCTURAL WALL TYPE PER SCHEDULE 12/S5.1. ALL NEW EXTERIOR WOOD WALLS SHALL BE SWI U.N.O. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION 4. PROVIDE DOUBLE STUDS AT 12 "oc FOR ALL WALL STUDS GREATER THAN 12'. MAXIMUM HEIGHT OF WALL STUDS MALL NOT BE GREATER THAN 18' -0" 5. LSL RIMS SHALL BE CONTINUOUS OVER ALL OPENINGS. PROVIDE JOIST HANGERS FROM JOISTS TO LSL RIM AT OPENINGS. STRAP ALL BREAKS IN LSL RIMS W/ (2) S16 STRAPS. 6. PROVIDE DOUBLE STUDS MINIMUM AT EACH END OF ALL BEAMS AND HEADERS. PROVIDE SOLID BEARING THROUGH ALL FLOORS TO FOUNDATION BELOW. 7. HOLDOWNS SHALL BE AS INDICATED ON THE PLANS. SEE DETAILS 5 & 6/S5.1 & TOP OF STEEL ELEVATION IS 22' -41/4' UNLESS NOTED OTHERWISE ON PLAN. i 7 ee ! a F G AT (E) STAIR OPENING PROVIDE 13/406 LVL's 0 16" oc (CONT. BTWN. (E) MASONRY BEARING WALLS) SISTER NEW LVL's NEXT TO (E) 12/S61 JOISTS. SHEATHE OVER (E) STAIR OPENING W/ 3/4' COX PLYWOOD sim. W/ 8d ® eoc ® PANEL EDGES & if i9- IN`lERMED1ATFfRAMfNG -- - L 46 5/16 (LLV) 4/S6.1 7711 -. Sm PREFABRICATED]STAIR -- .. H DESIGNED BY OTHERS a r .Rr ev L 4x6x5/16 (LLV) 12/S6.1 j-j Sim. 8/S6.1 Sim. 5/S6.1 .. .. i_ 4/�1 _ 7/S53 i (E) 206 16"oc f € L 6x6x3 /2 L 9. PROVIDE 8d M 21/2'oc DIAPHRAGM NAILING OVER PSL 10. PROVIDE PANEL EDGE NAILING PER PLAN OVER LSL DRAG STRUTS. STRAP OVER BEAMS PER PLAN 12/56.1 12/56.1 Annex Third FI L 4Ox5/16 I (LLV) T- 2/86.2 zo Co t to \ �\ x 2/S6.2I�e 413/861 10/86.1 - 1.8 12/56.1 - 2.5 - 3.3 I /86.1 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM rrAd SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 1DD - S®01e, WA 90121 ph: 206.443.6212 fmc: 2DMeA070 12 S6.1 O v I_ SHEATHE BOTTOM OF JOISTS IN SHADED AREAS W/ 1/2 CDX Q PLYWOOD. BLOCK ALL PANEL EDGES W/ 2x BLOCKING AND NAIL W/ 10d ® 4'oc AT PANEL ., EDGES AND 10d ® 12'oc TO INTERMEDIATE FRAMING 8' CONCRETE SHEAR Lu W a WALL W/ #4 0 10'oc cc HORIZ. AND 17 01Yoc Z VERT. (ALTERNATELY, #5 0 eroc VERT. MAY BE PROVIDED AT mI Z CONTRACTORS OPTION) 0 a Z HOOK HORIZ. REINF. AT WALL ENDS H Z Q L oor / OCH Second Floor Framing Scale: 118" = 1' -0' I5SUE DATE: 0848-04 PHASE: MARK DATE DESCRIPTION of CONTENTS: ANNEX 3rd FLOOR OCH 2nd FLOOR FRAMING PLAN SCALE: DRAWN: RING CHECKED: LRS PROJECT NO: 010D7802 SHEET: S2.4 0 - - Plan Notes - PROVIDE (2) SHEATHE ROOF JOISTS ROOF W/ 5/8' COX PLYWOOD, GL 51/8x18 NAIL W 8d 8 6'oc AT -_ - -- = - - - - -- - -- = RWG GEES AND EAR 10 ;� ALL STRUCTURAL AVER o WALLS A qD BEAMS AND 2; N 1foc T / FRAMIN I NTERMEDIATE SEE PLAN NOTE 12. o ----------------- -�- - 36.3' sim. - - - --- ----------- •- --- --------------- -. L 4 x5/16 (LLV) - ----- 0 - - Plan Notes - PROVIDE (2) 13/4 LSL OVER ROOF OPENING 4/55.3. GL 51/8x18 t DRAWN: RWG 78/S5.2 COORDINATE JOIST LAYOUT UNDER MECH. UNITS THIS ARE W/ MECH. ENG. R1 PROVIDE (2) 13/4 LSL OVER - OPENINGS 6/55.2 d N 9 D. J 45# �..� r :105# N L -J � O H r G � 8/S5.2 2x 24 1 8/S5.3 X c° d G 6/54.1 9/S4.2 -sim. _ PROVIDE 46 FLAT BLOCKING - BTWN. JOISTS W/ CONT. CMST14 OVER TOP. SEE 11 & 12/55.2 1. VERIFY ALL DIMENSIONS SHOWN ON STRUCTURAL PLANS WITH ARCHITECTURAL DRAWINGS. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. CONTRACTOR TO VERIFY EXISTING FRAMING INFORMATION SHOWN ON PLANS. NOTIFY ENGINEER IF ANY DISCREPANCIES ARE FOUND. 3. SW- INDICATES PLYWOOD SHEATHED STRUCTURAL WALL TYPE PER SCHEDULE 12/S5.1. ALL NEW EXTERIOR MOOD WALLS SHALL BE SW1 U.N.O. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION 4. LSL RIMS SHALL BE CONTINUOUS OVER ALL. OPENINGS, PROVIDE JOIST HANGERS FROM JOISTS TO LSL RIM AT OPENINGS. STRAP ALL BREAKS IN LSL RIMS W/ (2)CS16 STRAPS. 5. HOLDOWNS SHALL BE AS INDICATED ON THE PLANS. SEE DETAIL 5 & 6/85.1 6. TOP OF STEEL ELEVATION ALONG GRID LINE 3 IS 34'- 111/4" TOP OF STEEL ELEVATION ALONG GRID LINE 4 IS 35-35/8" TOP OF STEEL AT ENTRY BRACED FRAME SHALL BE PER 8/S4.2 i 7/55.2 0 c of o. v v J) c X � r. d 6/S4.1 sim. I 8/54:2 BRACED FRAME ELEV. 11/S6.2 10/56.31' 12/S6.3 sim. sim. I L sim. 1O/S5.2 .,t;L. 31/8x21 GL 31/8x29 ^GL 2x8 24'oc; ,/�,3 --r L 4x6x5/16 (LLV) TYP. ALONG THIS WALL BETWEEN PILASTERS -LVL 13/4x117/8 20' H90 JOISTS 0 16'Dc (E� 204 ® 16'oc TO REMAIN (see plan note 10) GL 51/8x21 BENT 2 6x15xl /2 (LLH) 7. NEW JOISTS IN OLD CITY HALL HAVE BEEN SIZED FOR FUTURE OFFICE FLOOR LOADING. (50psf LIVE, 25psf PARTITION). EXISTING WOOD BEARING WALLS IN OLD CITY HALL (BETWEEN GRIDS H & K W GRIDS 3.3 & 4.3) HAVE NOT BEEN STRENGTHENED FOR FUTURE LOADING. 8. PROVIDE 8d @ 21/2° NAILING OVER PSL 9. PROVIDE PANEL EDGE NAILING PER PLAN OVER LSL DRAG STRUTS. STRAP OVER ALL BEAMS PER PLAN 10. PROVIDE 26 FLAT BLOCKING AT TOPS OF (E) CEILING JOISTS W 12' -0bc. NAIL W/ (2)16d EA. JOIST 11. SHEATHE TOP OF JOIST W/ 5/8'8 CDX PLYWOOD. BLOCK ALL PANEL EDGES W/ 2x BLOCKING do NAIL W/ 8d 0 21/2'oc AT PANEL EDGES AND 8d 01foc IN FIELD. 12. CONTRACTOR TO NOTIFY STRUCTURAL ENGINEER OF WEIGHT OF MECHANICAL UNIT PRIOR TO RELOCATION. ADDITIONAL ROOF STRENGTHENING MAY BE REQUIRED. 0 12/S6.3 sun. o :Ic- ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM r Ad - 7.8 - SHEATHE BOTTOM OF (E) CLG. SWENSON SAY FAGET JOISTS IN SHADED AREAS W/ A STRUCTURAL ENGINEERING CORPORATION 5/6' COX PLYWD. BLOCK ALL 2124 ThiN AMuft -Suxe 100 - SM11b, WA M21 PANEL EDGES W/ 2x BLOCKING °I" 206.443.6212 ftc: 206.443.4570 AND NAIL W/ 8d 0 21/2 -oc 0 PANEL EDGES AND 8d 0 12 "oc TO INTERMEDIATE FRAMING A F,! 10 S6.3 Jl 4 1 � - GL 51/8x21 Annex Roof / OCH Roof Framing Scale: 1/8' = 1' -0" 4.3 Z O 4 Z J 0 � ao Z Q W Wa Z M X mi ld p aZ F =Z oc o L c� ISSUE DATE: 06-18-04 PHASE: MARK DATE DESCRIPTION CONTENTS: ANNEX /OCH ROOF FRAMINO PLAN SCALE: DRAWN: RWG CHECKED: L 4x6x5/16 (LL ) MECH. UNIT ENCLOSURE. SEE PLAN NOTE 12. 36.3' sim. L 4 x5/16 (LLV) 12/56.3' L 46x5/16 (LLV) E � GL 51/6x21 HTS20 SWt HT520 VERIFY MIN. (E) SE 400 HDR, TYP. `o 2x8 0 24'oc TYP. (mech. penthouse HTS20 2 TS20 PROVIDE BLOCKING SW2 (211520 Cn ° ~' W/ CONT. CS16 STRAP IN LINE W/ LOW ROOF" o = ELEVATION: CONT. ^ o ACROSS ENTIRE SW � VERIFY (E) N LENGTH. - 2T H90 JOISTS 0 Troc � SEE PLAN NOTE 31 L±i I 3/S6 2 ' (E) 204 0 16 "oc TO REMAIN SW1 (see plan note 10) o 6/S6.2 O� GL 51/801 N 8/56:3 L 6x6xl/2 L 6x6x1/2 10/S6.3 12/56.3 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM r Ad - 7.8 - SHEATHE BOTTOM OF (E) CLG. SWENSON SAY FAGET JOISTS IN SHADED AREAS W/ A STRUCTURAL ENGINEERING CORPORATION 5/6' COX PLYWD. BLOCK ALL 2124 ThiN AMuft -Suxe 100 - SM11b, WA M21 PANEL EDGES W/ 2x BLOCKING °I" 206.443.6212 ftc: 206.443.4570 AND NAIL W/ 8d 0 21/2 -oc 0 PANEL EDGES AND 8d 0 12 "oc TO INTERMEDIATE FRAMING A F,! 10 S6.3 Jl 4 1 � - GL 51/8x21 Annex Roof / OCH Roof Framing Scale: 1/8' = 1' -0" 4.3 Z O 4 Z J 0 � ao Z Q W Wa Z M X mi ld p aZ F =Z oc o L c� ISSUE DATE: 06-18-04 PHASE: MARK DATE DESCRIPTION CONTENTS: ANNEX /OCH ROOF FRAMINO PLAN SCALE: DRAWN: RWG CHECKED: IRS PROJECT NO: 01007802 S2.5 SHEARWALL PER PLAN r BRICK VENEER PER ARCH. BASEPLATE ANCHORS PER SHEARWALL PER PLAN BASEPLATE ANCHORS PER SHEARWALL SCHEDULE. SHEARWALL SCHEDULE. Reinforcing Splice and Development Length Schedule (5/8 "4 0 48 "oc ELSEWMRE} [T(51CO 0 48 "oc ELSEWHRE) 16 "W AUGERCAST For tc = 4000 psi, Grade 60 Reinforcing 51/2" CONC. STEMWALL PILE (typ} t W/ REINFORCING PER GYPCREiE TOPPING GYPCRETE TOPPING 01 Minimum Straight Development Length (rrdj GENERAL NOTES PER ARCH. PER ARCH. Bar Size Top Bars Other Bars #3 18" 14" 14 25" 19' 15 31" 24" I6 37" 28' 17 54" 42' 08 62' 47' fl9 70" 54" #10 78" 60` #11 87" 67' 4 STIRRUPS Ah 12` QC N• " �L.'� y (5)#8 TOP do BOT, SHRRUPS 012 oc ' #4 yd II Minimum Lap Splice Lengths (is) • "r Y y ; Y yV Bar Size Top Byars Other Bars $3 24" 18" J4 32` 25' #5 40" 31" fro 48" 37' #7 7D" 54" 8 8p" 62" 90" 70' 110 102" 78" i11 113" 1 87' 5e'`4`4 \ Y; s Y4 1 z 1 -✓ q31. 'z s a5. � '. s .S ?I�`.es x *:+ V rti AUERCAST PILE WHERE OCCURS PER PLAN L na —D" 2 -O � Typical Exterior Grade Beam 2 Interior Grade Beam Along Grid 2 btwn. Grids A & B 3 Uj ' W ¢ BOTTOM OF GRADE BEAM i qr M SHEARWALL PER PLAN TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF - BASE PLATE ANCHORS PER (where occurs) SHEARWALL SCHEDULE PILE TYPE 1: CONCRETE CAST BELOW THEM. (5/8'6 0 48 "oc elsewhere) 4 SPIRAL ! 2 o IF CLEAR CONCRETE COVER IS NOT GREATER THAN THE DIAMETER OF WF COLUMN & BASEPLATE GYPCRETE TOPPING PILE TYPE 2: PER ARCH. SLAB ON GRADE W/ #3 SPIRAL 8 2"oc THE BAR, OR THE CENTER TO CENTER SPACING IS NOT GREATER PER 11/54.2 (omit at "SIM. ") REINF. PER PLAN FOR ENTIRE LENGTH THAN 3 BAR DIAMETERS, THEN LENGTHS SHALL BE INCREASED BY 50% OF VERT. REINF. Minimum Embedment Lengths (Ldh) 1 111 For Standard End Hooks ` 1, 4 ii 21 " • .,1. m 4• Bar Size Length 6' 14 7" #5 8' 00 1 D' 7 12" #9 15* #10 17 #11 i9' • 'y,.r I t 4 , ,. n r 3 f1a 55,,d p'+f �.{ i iY" i i 3 r s. + 15r ap ppti JJ _ / l- 5 i ...r. • �� [� �1 \�.tc+d5"S $a `y °�"� � �,*fi?°,.5: ZS tr ,1 yi } .�4C�vti i� i £� 's�S'.'444"f ~,. ' 24 4, ",'.rf',,. Y)Jr'4 r�Y Sy" xJ,'is3i�� ;z laq;a,�+�rt 1c�rf 7ku ✓ry f!'!,!'f,f , N4 #4 x 18"oc #4 STIRRUPS 0 12`oc SIDEWALK ", xt Section PER ARCH- a - (6)#6 TOP & BOT. -------- - - - - -- - - -- ' • O a ` •„ AUGERCAST PILE WHERE ---�- si Oi , 1 �. "a i> t f i t / 5 �• , , OCCURS PER PLAN l SRI 1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2112" Qd PER 5/S3.1 t, *'{ Y�, r r'. " (8)#9 CONT. TOP & BOT. 2. END COVER FOR 90' HOOKS MUST BE EQUAL TO OR GREATER THAN 2 Typical Interior Grade Beare STIRRUPS 0 foc WALL & REINFORCING lip PER PLAN ' ' 2nd Pau 1st Pour a {4,. :; :: ADDITIONAL LONGITUDINAL 2nd Pour 1st Pour ( .> SLAB ON GRADE #5: dr. ; ; ; ; �� °<, REINFORCING PER PLAN �� (8)19 TOP & BOT. „ 11/2" min. 1112" PER PLAN w `s o a o a S o : a `; f ADD (2) STIRRUPS EXTEND ALL REINF. I'r.Y'� • • • k' i • • ` EA. SIDE OF JOINT i THRU JOINT, TYP. Y ' tY `'` OR PENETRATION I EXTEND ALL REINF. THRU JO • • • • • • • " L YY. ,.Ya`1fs �y.' ,a i5'$.�-. P.. zh'.. Y�yti s'L �Y '' I tai N f 11-. X, I O 0 0 O O O' a tIfYr w'ir45i 1 � 1h S�, ' .Lys" „'racy - s�•5.5 i r`+`i. vs '� rti i i .AZ z \ , f,� 4ap �,a Y41i i i I r ' t 3' -0' ! a o '40DITIONAL REINF. o i r 11 ' `wA`k1ERE OCCURS • 2 r NNI PLAN o =', n dr. a* ; " , {{ STIRRUPS M 4 "oc t L 6`0 MAX. SLEEVE THROUGH HOLD KEYS BACK 2" INTERMITTENT KEY A;tt J s l GRADE BEAM FROM EXTERIOR FACE 12" wide 0 3' -0 °oc Jrs jti,< OF EDGE BEAMS 0 0 0 0 0 0 0 0 r Y r ` • • • • • • • • 15. ` i ,,s or mJtNStS Slobs YVY r� --' �Jr �.`n" r i! fn,;f'.,td tsvr f�' fd ti �t'{"'.�' j`4 r r;�.�{ r�1` "t'i fr.{�• M .: d9 NOTE TO CONTRACTOR: 5' -0" FOR CALLOUTS ACI 6.4.4 REQUIRES THAT CONSTRUCTION JOINTS IN FLOORS BE LOCATED WITHIN THE MIDDLE THIRD OF SPANS OF SLABS, JOISTS HELICAL ANCHORS IN COMMON AND BEAMS. JOINTS IN BEAMS SHALL BE OFFSET A MINIMUM DISTANCE OF (2) TIMES THE WIDTH OF INTERSECTING JOIST. PER PLAN REFER 2/53.1 9 Exterior Grade Beam at Grid 5 10 Typical Penetration & Construction Joint at Concrete Beams and Slabs 12 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM WE r Ad, SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue -State 100 -MOM WA 98121 ph: 206.443.6212 fist: 206.443.9670 z 0 a Z �0 ao 0 W Z X �W p aZ im Q L Q SSUE DATE: 06 -18-04 PHASE: CONTENTS: FOUNDATION DETAILS DRAWN: RWG CHECKED: LRS PROJECTNO: 01007802 S3.1 STEMWALL POSITION F FULL LENGTH SLAB ON GRADE S SLAB ON GRADE ( VARIES PER PLAN — PILE PER PLAN P PER PLAN AND ARCH. � SIDEWALK PER ARCH. - .._.._.._. — —.._ _.._.._.._.._. _..— - - -- ----- •—— . ------ ( (10)1 (PILE TYPE 1) (8)#6 (PILE TYPE 2) Y i r },fi�55 A •if sf r. 4Y' s'll i'1r�¢. J, ,� 5 5 4 Yt�iJ • 1 f 1 1 (2)#6 EA. SIDE J 4, f (2)#6 EA. � Phy u� " 16 "OC ° °° f (5)#8 TOP & BOT. Qd PER 5/S3.1 , x 1 fiY x: ( , r • 5 �� 4 QC N• " �L.'� y (5)#8 TOP do BOT, SHRRUPS 012 oc ' #4 yd II Minimum Lap Splice Lengths (is) • "r Y y ; Y yV Bar Size Top Byars Other Bars $3 24" 18" J4 32` 25' #5 40" 31" fro 48" 37' #7 7D" 54" 8 8p" 62" 90" 70' 110 102" 78" i11 113" 1 87' 5e'`4`4 \ Y; s Y4 1 z 1 -✓ q31. 'z s a5. � '. s .S ?I�`.es x *:+ V rti AUERCAST PILE WHERE OCCURS PER PLAN L na —D" 2 -O � Typical Exterior Grade Beam 2 Interior Grade Beam Along Grid 2 btwn. Grids A & B 3 Uj ' W ¢ BOTTOM OF GRADE BEAM i qr M SHEARWALL PER PLAN TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF - BASE PLATE ANCHORS PER (where occurs) SHEARWALL SCHEDULE PILE TYPE 1: CONCRETE CAST BELOW THEM. (5/8'6 0 48 "oc elsewhere) 4 SPIRAL ! 2 o IF CLEAR CONCRETE COVER IS NOT GREATER THAN THE DIAMETER OF WF COLUMN & BASEPLATE GYPCRETE TOPPING PILE TYPE 2: PER ARCH. SLAB ON GRADE W/ #3 SPIRAL 8 2"oc THE BAR, OR THE CENTER TO CENTER SPACING IS NOT GREATER PER 11/54.2 (omit at "SIM. ") REINF. PER PLAN FOR ENTIRE LENGTH THAN 3 BAR DIAMETERS, THEN LENGTHS SHALL BE INCREASED BY 50% OF VERT. REINF. Minimum Embedment Lengths (Ldh) 1 111 For Standard End Hooks ` 1, 4 ii 21 " • .,1. m 4• Bar Size Length 6' 14 7" #5 8' 00 1 D' 7 12" #9 15* #10 17 #11 i9' • 'y,.r I t 4 , ,. n r 3 f1a 55,,d p'+f �.{ i iY" i i 3 r s. + 15r ap ppti JJ _ / l- 5 i ...r. • �� [� �1 \�.tc+d5"S $a `y °�"� � �,*fi?°,.5: ZS tr ,1 yi } .�4C�vti i� i £� 's�S'.'444"f ~,. ' 24 4, ",'.rf',,. Y)Jr'4 r�Y Sy" xJ,'is3i�� ;z laq;a,�+�rt 1c�rf 7ku ✓ry f!'!,!'f,f , N4 #4 x 18"oc #4 STIRRUPS 0 12`oc SIDEWALK ", xt Section PER ARCH- a - (6)#6 TOP & BOT. -------- - - - - -- - - -- ' • O a ` •„ AUGERCAST PILE WHERE ---�- si Oi , 1 �. "a i> t f i t / 5 �• , , OCCURS PER PLAN l SRI 1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2112" Qd PER 5/S3.1 t, *'{ Y�, r r'. " (8)#9 CONT. TOP & BOT. 2. END COVER FOR 90' HOOKS MUST BE EQUAL TO OR GREATER THAN 2 Typical Interior Grade Beare STIRRUPS 0 foc WALL & REINFORCING lip PER PLAN ' ' 2nd Pau 1st Pour a {4,. :; :: ADDITIONAL LONGITUDINAL 2nd Pour 1st Pour ( .> SLAB ON GRADE #5: dr. ; ; ; ; �� °<, REINFORCING PER PLAN �� (8)19 TOP & BOT. „ 11/2" min. 1112" PER PLAN w `s o a o a S o : a `; f ADD (2) STIRRUPS EXTEND ALL REINF. I'r.Y'� • • • k' i • • ` EA. SIDE OF JOINT i THRU JOINT, TYP. Y ' tY `'` OR PENETRATION I EXTEND ALL REINF. THRU JO • • • • • • • " L YY. ,.Ya`1fs �y.' ,a i5'$.�-. P.. zh'.. Y�yti s'L �Y '' I tai N f 11-. X, I O 0 0 O O O' a tIfYr w'ir45i 1 � 1h S�, ' .Lys" „'racy - s�•5.5 i r`+`i. vs '� rti i i .AZ z \ , f,� 4ap �,a Y41i i i I r ' t 3' -0' ! a o '40DITIONAL REINF. o i r 11 ' `wA`k1ERE OCCURS • 2 r NNI PLAN o =', n dr. a* ; " , {{ STIRRUPS M 4 "oc t L 6`0 MAX. SLEEVE THROUGH HOLD KEYS BACK 2" INTERMITTENT KEY A;tt J s l GRADE BEAM FROM EXTERIOR FACE 12" wide 0 3' -0 °oc Jrs jti,< OF EDGE BEAMS 0 0 0 0 0 0 0 0 r Y r ` • • • • • • • • 15. ` i ,,s or mJtNStS Slobs YVY r� --' �Jr �.`n" r i! fn,;f'.,td tsvr f�' fd ti �t'{"'.�' j`4 r r;�.�{ r�1` "t'i fr.{�• M .: d9 NOTE TO CONTRACTOR: 5' -0" FOR CALLOUTS ACI 6.4.4 REQUIRES THAT CONSTRUCTION JOINTS IN FLOORS BE LOCATED WITHIN THE MIDDLE THIRD OF SPANS OF SLABS, JOISTS HELICAL ANCHORS IN COMMON AND BEAMS. JOINTS IN BEAMS SHALL BE OFFSET A MINIMUM DISTANCE OF (2) TIMES THE WIDTH OF INTERSECTING JOIST. PER PLAN REFER 2/53.1 9 Exterior Grade Beam at Grid 5 10 Typical Penetration & Construction Joint at Concrete Beams and Slabs 12 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM WE r Ad, SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue -State 100 -MOM WA 98121 ph: 206.443.6212 fist: 206.443.9670 z 0 a Z �0 ao 0 W Z X �W p aZ im Q L Q SSUE DATE: 06 -18-04 PHASE: CONTENTS: FOUNDATION DETAILS DRAWN: RWG CHECKED: LRS PROJECTNO: 01007802 S3.1 Bar Size Top Byars Other Bars $3 24" 18" J4 32` 25' #5 40" 31" fro 48" 37' #7 7D" 54" 8 8p" 62" 90" 70' 110 102" 78" i11 113" 1 87' 5e'`4`4 \ Y; s Y4 1 z 1 -✓ q31. 'z s a5. � '. s .S ?I�`.es x *:+ V rti AUERCAST PILE WHERE OCCURS PER PLAN L na —D" 2 -O � Typical Exterior Grade Beam 2 Interior Grade Beam Along Grid 2 btwn. Grids A & B 3 Uj ' W ¢ BOTTOM OF GRADE BEAM i qr M SHEARWALL PER PLAN TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF - BASE PLATE ANCHORS PER (where occurs) SHEARWALL SCHEDULE PILE TYPE 1: CONCRETE CAST BELOW THEM. (5/8'6 0 48 "oc elsewhere) 4 SPIRAL ! 2 o IF CLEAR CONCRETE COVER IS NOT GREATER THAN THE DIAMETER OF WF COLUMN & BASEPLATE GYPCRETE TOPPING PILE TYPE 2: PER ARCH. SLAB ON GRADE W/ #3 SPIRAL 8 2"oc THE BAR, OR THE CENTER TO CENTER SPACING IS NOT GREATER PER 11/54.2 (omit at "SIM. ") REINF. PER PLAN FOR ENTIRE LENGTH THAN 3 BAR DIAMETERS, THEN LENGTHS SHALL BE INCREASED BY 50% OF VERT. REINF. Minimum Embedment Lengths (Ldh) 1 111 For Standard End Hooks ` 1, 4 ii 21 " • .,1. m 4• Bar Size Length 6' 14 7" #5 8' 00 1 D' 7 12" #9 15* #10 17 #11 i9' • 'y,.r I t 4 , ,. n r 3 f1a 55,,d p'+f �.{ i iY" i i 3 r s. + 15r ap ppti JJ _ / l- 5 i ...r. • �� [� �1 \�.tc+d5"S $a `y °�"� � �,*fi?°,.5: ZS tr ,1 yi } .�4C�vti i� i £� 's�S'.'444"f ~,. ' 24 4, ",'.rf',,. Y)Jr'4 r�Y Sy" xJ,'is3i�� ;z laq;a,�+�rt 1c�rf 7ku ✓ry f!'!,!'f,f , N4 #4 x 18"oc #4 STIRRUPS 0 12`oc SIDEWALK ", xt Section PER ARCH- a - (6)#6 TOP & BOT. -------- - - - - -- - - -- ' • O a ` •„ AUGERCAST PILE WHERE ---�- si Oi , 1 �. "a i> t f i t / 5 �• , , OCCURS PER PLAN l SRI 1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2112" Qd PER 5/S3.1 t, *'{ Y�, r r'. " (8)#9 CONT. TOP & BOT. 2. END COVER FOR 90' HOOKS MUST BE EQUAL TO OR GREATER THAN 2 Typical Interior Grade Beare STIRRUPS 0 foc WALL & REINFORCING lip PER PLAN ' ' 2nd Pau 1st Pour a {4,. :; :: ADDITIONAL LONGITUDINAL 2nd Pour 1st Pour ( .> SLAB ON GRADE #5: dr. ; ; ; ; �� °<, REINFORCING PER PLAN �� (8)19 TOP & BOT. „ 11/2" min. 1112" PER PLAN w `s o a o a S o : a `; f ADD (2) STIRRUPS EXTEND ALL REINF. I'r.Y'� • • • k' i • • ` EA. SIDE OF JOINT i THRU JOINT, TYP. Y ' tY `'` OR PENETRATION I EXTEND ALL REINF. THRU JO • • • • • • • " L YY. ,.Ya`1fs �y.' ,a i5'$.�-. P.. zh'.. Y�yti s'L �Y '' I tai N f 11-. X, I O 0 0 O O O' a tIfYr w'ir45i 1 � 1h S�, ' .Lys" „'racy - s�•5.5 i r`+`i. vs '� rti i i .AZ z \ , f,� 4ap �,a Y41i i i I r ' t 3' -0' ! a o '40DITIONAL REINF. o i r 11 ' `wA`k1ERE OCCURS • 2 r NNI PLAN o =', n dr. a* ; " , {{ STIRRUPS M 4 "oc t L 6`0 MAX. SLEEVE THROUGH HOLD KEYS BACK 2" INTERMITTENT KEY A;tt J s l GRADE BEAM FROM EXTERIOR FACE 12" wide 0 3' -0 °oc Jrs jti,< OF EDGE BEAMS 0 0 0 0 0 0 0 0 r Y r ` • • • • • • • • 15. ` i ,,s or mJtNStS Slobs YVY r� --' �Jr �.`n" r i! fn,;f'.,td tsvr f�' fd ti �t'{"'.�' j`4 r r;�.�{ r�1` "t'i fr.{�• M .: d9 NOTE TO CONTRACTOR: 5' -0" FOR CALLOUTS ACI 6.4.4 REQUIRES THAT CONSTRUCTION JOINTS IN FLOORS BE LOCATED WITHIN THE MIDDLE THIRD OF SPANS OF SLABS, JOISTS HELICAL ANCHORS IN COMMON AND BEAMS. JOINTS IN BEAMS SHALL BE OFFSET A MINIMUM DISTANCE OF (2) TIMES THE WIDTH OF INTERSECTING JOIST. PER PLAN REFER 2/53.1 9 Exterior Grade Beam at Grid 5 10 Typical Penetration & Construction Joint at Concrete Beams and Slabs 12 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM WE r Ad, SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue -State 100 -MOM WA 98121 ph: 206.443.6212 fist: 206.443.9670 z 0 a Z �0 ao 0 W Z X �W p aZ im Q L Q SSUE DATE: 06 -18-04 PHASE: CONTENTS: FOUNDATION DETAILS DRAWN: RWG CHECKED: LRS PROJECTNO: 01007802 S3.1 5e'`4`4 \ Y; s Y4 1 z 1 -✓ q31. 'z s a5. � '. s .S ?I�`.es x *:+ V rti AUERCAST PILE WHERE OCCURS PER PLAN L na —D" 2 -O � Typical Exterior Grade Beam 2 Interior Grade Beam Along Grid 2 btwn. Grids A & B 3 Uj ' W ¢ BOTTOM OF GRADE BEAM i qr M SHEARWALL PER PLAN TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF - BASE PLATE ANCHORS PER (where occurs) SHEARWALL SCHEDULE PILE TYPE 1: CONCRETE CAST BELOW THEM. (5/8'6 0 48 "oc elsewhere) 4 SPIRAL ! 2 o IF CLEAR CONCRETE COVER IS NOT GREATER THAN THE DIAMETER OF WF COLUMN & BASEPLATE GYPCRETE TOPPING PILE TYPE 2: PER ARCH. SLAB ON GRADE W/ #3 SPIRAL 8 2"oc THE BAR, OR THE CENTER TO CENTER SPACING IS NOT GREATER PER 11/54.2 (omit at "SIM. ") REINF. PER PLAN FOR ENTIRE LENGTH THAN 3 BAR DIAMETERS, THEN LENGTHS SHALL BE INCREASED BY 50% OF VERT. REINF. Minimum Embedment Lengths (Ldh) 1 111 For Standard End Hooks ` 1, 4 ii 21 " • .,1. m 4• Bar Size Length 6' 14 7" #5 8' 00 1 D' 7 12" #9 15* #10 17 #11 i9' • 'y,.r I t 4 , ,. n r 3 f1a 55,,d p'+f �.{ i iY" i i 3 r s. + 15r ap ppti JJ _ / l- 5 i ...r. • �� [� �1 \�.tc+d5"S $a `y °�"� � �,*fi?°,.5: ZS tr ,1 yi } .�4C�vti i� i £� 's�S'.'444"f ~,. ' 24 4, ",'.rf',,. Y)Jr'4 r�Y Sy" xJ,'is3i�� ;z laq;a,�+�rt 1c�rf 7ku ✓ry f!'!,!'f,f , N4 #4 x 18"oc #4 STIRRUPS 0 12`oc SIDEWALK ", xt Section PER ARCH- a - (6)#6 TOP & BOT. -------- - - - - -- - - -- ' • O a ` •„ AUGERCAST PILE WHERE ---�- si Oi , 1 �. "a i> t f i t / 5 �• , , OCCURS PER PLAN l SRI 1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2112" Qd PER 5/S3.1 t, *'{ Y�, r r'. " (8)#9 CONT. TOP & BOT. 2. END COVER FOR 90' HOOKS MUST BE EQUAL TO OR GREATER THAN 2 Typical Interior Grade Beare STIRRUPS 0 foc WALL & REINFORCING lip PER PLAN ' ' 2nd Pau 1st Pour a {4,. :; :: ADDITIONAL LONGITUDINAL 2nd Pour 1st Pour ( .> SLAB ON GRADE #5: dr. ; ; ; ; �� °<, REINFORCING PER PLAN �� (8)19 TOP & BOT. „ 11/2" min. 1112" PER PLAN w `s o a o a S o : a `; f ADD (2) STIRRUPS EXTEND ALL REINF. I'r.Y'� • • • k' i • • ` EA. SIDE OF JOINT i THRU JOINT, TYP. Y ' tY `'` OR PENETRATION I EXTEND ALL REINF. THRU JO • • • • • • • " L YY. ,.Ya`1fs �y.' ,a i5'$.�-. P.. zh'.. Y�yti s'L �Y '' I tai N f 11-. X, I O 0 0 O O O' a tIfYr w'ir45i 1 � 1h S�, ' .Lys" „'racy - s�•5.5 i r`+`i. vs '� rti i i .AZ z \ , f,� 4ap �,a Y41i i i I r ' t 3' -0' ! a o '40DITIONAL REINF. o i r 11 ' `wA`k1ERE OCCURS • 2 r NNI PLAN o =', n dr. a* ; " , {{ STIRRUPS M 4 "oc t L 6`0 MAX. SLEEVE THROUGH HOLD KEYS BACK 2" INTERMITTENT KEY A;tt J s l GRADE BEAM FROM EXTERIOR FACE 12" wide 0 3' -0 °oc Jrs jti,< OF EDGE BEAMS 0 0 0 0 0 0 0 0 r Y r ` • • • • • • • • 15. ` i ,,s or mJtNStS Slobs YVY r� --' �Jr �.`n" r i! fn,;f'.,td tsvr f�' fd ti �t'{"'.�' j`4 r r;�.�{ r�1` "t'i fr.{�• M .: d9 NOTE TO CONTRACTOR: 5' -0" FOR CALLOUTS ACI 6.4.4 REQUIRES THAT CONSTRUCTION JOINTS IN FLOORS BE LOCATED WITHIN THE MIDDLE THIRD OF SPANS OF SLABS, JOISTS HELICAL ANCHORS IN COMMON AND BEAMS. JOINTS IN BEAMS SHALL BE OFFSET A MINIMUM DISTANCE OF (2) TIMES THE WIDTH OF INTERSECTING JOIST. PER PLAN REFER 2/53.1 9 Exterior Grade Beam at Grid 5 10 Typical Penetration & Construction Joint at Concrete Beams and Slabs 12 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM WE r Ad, SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue -State 100 -MOM WA 98121 ph: 206.443.6212 fist: 206.443.9670 z 0 a Z �0 ao 0 W Z X �W p aZ im Q L Q SSUE DATE: 06 -18-04 PHASE: CONTENTS: FOUNDATION DETAILS DRAWN: RWG CHECKED: LRS PROJECTNO: 01007802 S3.1 • 'y,.r I t 4 , ,. n r 3 f1a 55,,d p'+f �.{ i iY" i i 3 r s. + 15r ap ppti JJ _ / l- 5 i ...r. • �� [� �1 \�.tc+d5"S $a `y °�"� � �,*fi?°,.5: ZS tr ,1 yi } .�4C�vti i� i £� 's�S'.'444"f ~,. ' 24 4, ",'.rf',,. Y)Jr'4 r�Y Sy" xJ,'is3i�� ;z laq;a,�+�rt 1c�rf 7ku ✓ry f!'!,!'f,f , N4 #4 x 18"oc #4 STIRRUPS 0 12`oc SIDEWALK ", xt Section PER ARCH- a - (6)#6 TOP & BOT. -------- - - - - -- - - -- ' • O a ` •„ AUGERCAST PILE WHERE ---�- si Oi , 1 �. "a i> t f i t / 5 �• , , OCCURS PER PLAN l SRI 1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2112" Qd PER 5/S3.1 t, *'{ Y�, r r'. " (8)#9 CONT. TOP & BOT. 2. END COVER FOR 90' HOOKS MUST BE EQUAL TO OR GREATER THAN 2 Typical Interior Grade Beare STIRRUPS 0 foc WALL & REINFORCING lip PER PLAN ' ' 2nd Pau 1st Pour a {4,. :; :: ADDITIONAL LONGITUDINAL 2nd Pour 1st Pour ( .> SLAB ON GRADE #5: dr. ; ; ; ; �� °<, REINFORCING PER PLAN �� (8)19 TOP & BOT. „ 11/2" min. 1112" PER PLAN w `s o a o a S o : a `; f ADD (2) STIRRUPS EXTEND ALL REINF. I'r.Y'� • • • k' i • • ` EA. SIDE OF JOINT i THRU JOINT, TYP. Y ' tY `'` OR PENETRATION I EXTEND ALL REINF. THRU JO • • • • • • • " L YY. ,.Ya`1fs �y.' ,a i5'$.�-. P.. zh'.. Y�yti s'L �Y '' I tai N f 11-. X, I O 0 0 O O O' a tIfYr w'ir45i 1 � 1h S�, ' .Lys" „'racy - s�•5.5 i r`+`i. vs '� rti i i .AZ z \ , f,� 4ap �,a Y41i i i I r ' t 3' -0' ! a o '40DITIONAL REINF. o i r 11 ' `wA`k1ERE OCCURS • 2 r NNI PLAN o =', n dr. a* ; " , {{ STIRRUPS M 4 "oc t L 6`0 MAX. SLEEVE THROUGH HOLD KEYS BACK 2" INTERMITTENT KEY A;tt J s l GRADE BEAM FROM EXTERIOR FACE 12" wide 0 3' -0 °oc Jrs jti,< OF EDGE BEAMS 0 0 0 0 0 0 0 0 r Y r ` • • • • • • • • 15. ` i ,,s or mJtNStS Slobs YVY r� --' �Jr �.`n" r i! fn,;f'.,td tsvr f�' fd ti �t'{"'.�' j`4 r r;�.�{ r�1` "t'i fr.{�• M .: d9 NOTE TO CONTRACTOR: 5' -0" FOR CALLOUTS ACI 6.4.4 REQUIRES THAT CONSTRUCTION JOINTS IN FLOORS BE LOCATED WITHIN THE MIDDLE THIRD OF SPANS OF SLABS, JOISTS HELICAL ANCHORS IN COMMON AND BEAMS. JOINTS IN BEAMS SHALL BE OFFSET A MINIMUM DISTANCE OF (2) TIMES THE WIDTH OF INTERSECTING JOIST. PER PLAN REFER 2/53.1 9 Exterior Grade Beam at Grid 5 10 Typical Penetration & Construction Joint at Concrete Beams and Slabs 12 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM WE r Ad, SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue -State 100 -MOM WA 98121 ph: 206.443.6212 fist: 206.443.9670 z 0 a Z �0 ao 0 W Z X �W p aZ im Q L Q SSUE DATE: 06 -18-04 PHASE: CONTENTS: FOUNDATION DETAILS DRAWN: RWG CHECKED: LRS PROJECTNO: 01007802 S3.1 S3.1 1-1 GRADE BEAM SIZE AND REINFORCING PER 7/S3.1 , 1 ts PER 5/S3.1 PROVIDE STD. HOOK FOR GRADE BEAM REINFORCING t —PROVIDE STIRRUPS AT SAME 5 SIZE AND SPACING AS GRADE BEAM 'P GRADE BEAM PER PLAN '- '-'' PER ARCH. (4' -0• MAX.) REINF. TO MATCH GRADE REINF. TO MATCH GRADE BEAM TOP BARS BEAM BOT. BARS L CONT, GRADE BEAM STIRRUPS TYPICAL nF g 5e�-'A5, Z' AuGERCAST PILE WHERE OCCURS — GRADE BEAM PER PLAN 1 0 Step in Grade Beam 12 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM WAPM MAI SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Awua - Sulo 10D - SaWJD WA 98121 ph: 206,443,6212 fa c: 206.443.4670 z O INC Z 4 Ck Z zX 1: w o Z Z SSUEDATE: 08-1844 PHASE: CONTENTS: FOUNDATION DETAILS SCALE: DRAWN: RVVG CHECKED: IRS PROJECT NO: DIDD7802 SHEET: S:3■ COLUMN PER PLAN W/ 24 BASEPLATE PER 12/S4.1 I I #4 x 0 18•oc F57 Nq' i�"X"M1 df 0 0 0 0 0 0 WALL PER PLAN W/ A.B. oN c PER SHEARWALL SCHEDULE. SLAB ON MADE PER PLAN (5/8"0 0 4eDc MIN.) GYPCRETE TOPPING PER MO. SIDEWALK PER ARCH. 24 SLAB ON GRADE #4 x 0 18!oc PER PLAN ---- --------- AI N it ------ (2)#4 TOP, (1) EA. SIDE V 00 OF ANCHOR BOLT 9 0 0 0 0 o 0 fw4 {i4 oo 112 �g �ii%f CONC. STEM WALL. REINFORCE PER GENERAL STRUCTURAL NOTES E xsz CD 24 THICKENED SLAB BELOW ENTRY WALL 14 x i eor, 14-cr W/ (2)#4 CONT. x 6 p.; TOP & BOT. SLAB ON GRADE PER PLAN GRADE BEAM GRADE BEAM SIZE AND REINFORCING PER 7/S3.1 , 1 ts PER 5/S3.1 PROVIDE STD. HOOK FOR GRADE BEAM REINFORCING t —PROVIDE STIRRUPS AT SAME 5 SIZE AND SPACING AS GRADE BEAM 'P GRADE BEAM PER PLAN '- '-'' PER ARCH. (4' -0• MAX.) REINF. TO MATCH GRADE REINF. TO MATCH GRADE BEAM TOP BARS BEAM BOT. BARS L CONT, GRADE BEAM STIRRUPS TYPICAL nF g 5e�-'A5, Z' AuGERCAST PILE WHERE OCCURS — GRADE BEAM PER PLAN 1 0 Step in Grade Beam 12 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM WAPM MAI SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Awua - Sulo 10D - SaWJD WA 98121 ph: 206,443,6212 fa c: 206.443.4670 z O INC Z 4 Ck Z zX 1: w o Z Z SSUEDATE: 08-1844 PHASE: CONTENTS: FOUNDATION DETAILS SCALE: DRAWN: RVVG CHECKED: IRS PROJECT NO: DIDD7802 SHEET: S:3■ PER 1U/5J.1 Nq' i�"X"M1 df 0 0 0 0 0 0 oN c GRADE BEAM SIZE AND REINFORCING PER 7/S3.1 , 1 ts PER 5/S3.1 PROVIDE STD. HOOK FOR GRADE BEAM REINFORCING t —PROVIDE STIRRUPS AT SAME 5 SIZE AND SPACING AS GRADE BEAM 'P GRADE BEAM PER PLAN '- '-'' PER ARCH. (4' -0• MAX.) REINF. TO MATCH GRADE REINF. TO MATCH GRADE BEAM TOP BARS BEAM BOT. BARS L CONT, GRADE BEAM STIRRUPS TYPICAL nF g 5e�-'A5, Z' AuGERCAST PILE WHERE OCCURS — GRADE BEAM PER PLAN 1 0 Step in Grade Beam 12 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM WAPM MAI SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Awua - Sulo 10D - SaWJD WA 98121 ph: 206,443,6212 fa c: 206.443.4670 z O INC Z 4 Ck Z zX 1: w o Z Z SSUEDATE: 08-1844 PHASE: CONTENTS: FOUNDATION DETAILS SCALE: DRAWN: RVVG CHECKED: IRS PROJECT NO: DIDD7802 SHEET: S:3■ FACE OF SUPPORTING 3" MEMBER Shear Plate Schedule imp• size per schedule Beam Size No. of Bolts Bolt Size Plate Thickness Weld Size Capacity W12 3 3/4'0 1/4" 3/160 16k W14 4 3/4 "4 1/4° 3/16" 26k — - 11/2" BEAM SIZE PER PLAN BOLT TYPE - A325N, e MATERIAL - A36 0 1 1 1 -- 11/2° SHEAR PLATE SIZE AND BOLTS PER SCHEDULE W/ STD. ROUND HOLES IN PLATE 1 Typical Single Shear Plate Connection and Schedule 4 D/3 0 HOLES (MAX.) 1' RADIUS CORNERS . DIMENSIONS E� lr 11 11 11 11 :1 ,1 ,1 0 1' ? M� t� 1/4 1 1 STEEL BEAM PER PLAN 5/6 "0 ° 2/3 D max W/ 2x NAILER W/ 0 11/2" GYPCRETE W.T.S. 32 °oc (countersink as req d) NAILING OVER BEAM 1/4 TOPPING PER PLATE THICKNESS AND Wa PER PLAN 1t/2• 4" 6" ARCH. I � I 1 1 1 1 APPROVAL. FIELD CUTTING NOT PERMITTED WITHOUT APPROVAL. I 4/S4.1 2. OPENINGS MAY OCCUR IN MIDDLE HALF OF BEAM LENGTH ONLY. k N -- _-�- ;_ - -- KERF COLUMN AND EXTEND 1 1/2° STIFF. PLATES BEAM PER PLAN 717 KERF PLATE FOR EA. SIDE OF BEAM KERF PL 1/4" x 7' W/ BEAM BEYOND SEE NOTES AT LEFT. (4) 3/4 "0 THRU— BOLTS. PER 8/S4.1 NOTES: BRG. PLATE (above k below LOCATE PL CENTERLNE b )3 8 71/2 x 14 ON COLUMN WEB. W / ( 4 ) 4 ° 0 BOLTS BEAMS USE STANDARD PLATE WELDED TO BEAM PER 8/S4.2 5. COLUMN PER PLAN (where occurs) t 6. NO OPENINGS SHALL OCCUR WITHIN 12" OF AN ADJACENT BEAM CONNECTION. • USE THICKER PLATE PER 4/S4.1 WHERE 1 1 COLUMN PER PLAN E� lr 11 11 11 11 :1 ,1 ,1 �( PER 4/S4.1 MEMBER SIZES PER PLAN NAILER PER 4/S5.2 1 � 1 � 1 � 11 1 11 1 11 0 1' ? M� v E E ° 2/3 D max ' 0 �( PER 4/S4.1 MEMBER SIZES PER PLAN NAILER PER 4/S5.2 1 � 1 � 1 � 11 1 11 1 11 • NO KERF REQUIRED AT COLUMN CORN 7 WELD PLATE TO FACE OF COLUMN. Q Steet Beam Penetrations 12' e 1J2" PUDDLE WELD LOCATIONS 1. MAXIMUM DECK SPAN = T —O" c. TO c. (SIMPLE SPAN). 1/4 ntAM rtic rLnN / \ \\ 12 2. PROVIflE (5)1/2' DIAMETER PUDDLE WELDS PER SHEET TO ALL SUPPORTS - 11.1 PFRPFNDICULAR TO DECK FLUTES. -- ---------------------------- - - - - -- 3. PROVIDE 1/2" DIAMETER PUDDLE WEEDS AT leoc TO ALL STRUTS PARALLEL 11j2° 43/4" TO DECK FLUTES. Min. m. 4. CONNECT DECK SEAMS WITH BUTTON PUNCH M 24'oc - - ------------- -- X-- 5. DECK TYPE MUST STRICTLY MEET CRITERIA LISTED ABOVE INCLUDING o I I COLUMN PER PLAN Verco HSB -36, G60 Galvanized Roof Deck I.C.B.O. RESEARCH REPORT ALLOWABLE SHEAR LOADS. SUBMIT DECK w /Followln Mln. Pro erties INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. I , 1 SLAB ON GRADE 1/4 CAP E g P I I 1 PER PLAN SHEAR CAPACITY REQ'D = 230#/ft o — ..- .._..— .._.._. I .. I ._.._.._.. .._..- 20GA. ;4 " • ; F - : • . (4)3/4 0 ANCHOR BOLTS MSS COLUMN PER PLAN I = 0.216 �' . �' • - S = +0.235/ -0.248 in. 3 • Fy = 40 ksi 9 Roof Deck Baseplate - HSS Column 1 2 nRC A R C ARCHITECTS 1101 EAST PLACE ST SEATTLE, WA 98122 206 322 3322 TEL 206 32Z 9823 FAX ARCARCHITECTS COM VAMP M411 SWENSON SAY FAGET A STRUCTURAL ENGINEERING, CORPORATION 2124 Yhira Avenue - Suite 10D -SeBO WA 98121 ph: 206,443.6212 (etc 206.443.4670 ch Z Z 0. Z 0 �a 1. CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF ALL BEAM PENETRATIONS ' 0 WITH MECHANICAL DRAWINGS. ALL PENETRATIONS LARGER THAN 2"0 SHALL BE SHOWN i• PLATE THICKNESS AND Wa ON SHOP DRAWINGS OR SKETCHES AND SHALL BE SUBMITTED TO THE ENGINEER FOR per 4/S4.1. BOLTING PER SCHEDULE Z APPROVAL. FIELD CUTTING NOT PERMITTED WITHOUT APPROVAL. I 4/S4.1 2. OPENINGS MAY OCCUR IN MIDDLE HALF OF BEAM LENGTH ONLY. KERF COLUMN AND EXTEND PLATE THROUGH COLUMN. 3. NO CUTTING MAY OCCUR IN TOP OR BOTTOM QUARTER OF BEAM DEPTH. SEE NOTES AT LEFT. 4. ADJACENT OPENINGS MUST BE SPACED AT THE LESSER OF, 12" OR 2.5 x LARGER NOTES: OPENING SIZE, EDGE TO EDGE. r KERF NOT REQUUIRED FOR W12 AND SMALLER BEAMS USE STANDARD PLATE WELDED TO 5. MAXIIMUM SIZES OF OPENINGS SHALL BE D/3 0 OR D/3 x 2D/3 AS SHOWN. FACE OF TUBE 6. NO OPENINGS SHALL OCCUR WITHIN 12" OF AN ADJACENT BEAM CONNECTION. • USE THICKER PLATE PER 4/S4.1 WHERE BEAMS OPPOSITE SIDES DIFFER IN SIZE. 7. REQUIRED OPENINGS NOT MEETING ABOVE CRITERIA SHALL BE SUBMITTED TO ENGINEER FOR REINFORCING DESIGN ERS • NO KERF REQUIRED AT COLUMN CORN 7 WELD PLATE TO FACE OF COLUMN. Q Steet Beam Penetrations 12' e 1J2" PUDDLE WELD LOCATIONS 1. MAXIMUM DECK SPAN = T —O" c. TO c. (SIMPLE SPAN). 1/4 ntAM rtic rLnN / \ \\ 12 2. PROVIflE (5)1/2' DIAMETER PUDDLE WELDS PER SHEET TO ALL SUPPORTS - 11.1 PFRPFNDICULAR TO DECK FLUTES. -- ---------------------------- - - - - -- 3. PROVIDE 1/2" DIAMETER PUDDLE WEEDS AT leoc TO ALL STRUTS PARALLEL 11j2° 43/4" TO DECK FLUTES. Min. m. 4. CONNECT DECK SEAMS WITH BUTTON PUNCH M 24'oc - - ------------- -- X-- 5. DECK TYPE MUST STRICTLY MEET CRITERIA LISTED ABOVE INCLUDING o I I COLUMN PER PLAN Verco HSB -36, G60 Galvanized Roof Deck I.C.B.O. RESEARCH REPORT ALLOWABLE SHEAR LOADS. SUBMIT DECK w /Followln Mln. Pro erties INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. I , 1 SLAB ON GRADE 1/4 CAP E g P I I 1 PER PLAN SHEAR CAPACITY REQ'D = 230#/ft o — ..- .._..— .._.._. I .. I ._.._.._.. .._..- 20GA. ;4 " • ; F - : • . (4)3/4 0 ANCHOR BOLTS MSS COLUMN PER PLAN I = 0.216 �' . �' • - S = +0.235/ -0.248 in. 3 • Fy = 40 ksi 9 Roof Deck Baseplate - HSS Column 1 2 nRC A R C ARCHITECTS 1101 EAST PLACE ST SEATTLE, WA 98122 206 322 3322 TEL 206 32Z 9823 FAX ARCARCHITECTS COM VAMP M411 SWENSON SAY FAGET A STRUCTURAL ENGINEERING, CORPORATION 2124 Yhira Avenue - Suite 10D -SeBO WA 98121 ph: 206,443.6212 (etc 206.443.4670 ch Z Z 0. Z 0 �a �Z 0 as i• a. Wa W Z z J J a z 7►` u 1 I ISSUE DATE 06-18-04 PHASE: MARK DATE DESCRIPTON CONTENTS: STEEL DETAILS DRAWN: RVVG CHECKED: LRS PROJECT NO: D10D7802 SHEET: S4m l 1/4 I ' Angle per Plop 1/54.2 2/54.2 1" max. 1/4 T.O. STL EL. Roof 33 -71/8" — .._.._.._.._.._.._.._.- _.._.. 11 JS6.2 - - -- -- W12x50 W12x50 SIM. -- -------------- - - - - -- -- -- — - — - — - — I - I \ / $ 14'98'x4" I 12' min. C � $ 1/4 x9'wide 9" min. ' ` /4 r 5/e' GUSSET PLATE \ 6/54.2 may/ : 14' min. r f r ` 1/4 r r� T.O. STL a. I III — .._.._.._.._.._.._.._.._.._. W12x50 W12x50 II FOR CALLOUTS FOR CALLOUTS 10/54.2 J \ 5/S4.2 i Angle per Plan �C IN COMMON REFE6/S4.2 I \ I REFER 3/54,2 I r I i 1 I 2 2 \ 1 ao i ph O i ao m II '\ 1/ r err ex \ y o d 4 I J \ SLOT IIIFB OF COLUMN �� ,� BRACE PER ELEVATION � � � � � TO LET PLATE THRU 1/4 8' min. `'` `� r /rr TYPICAL 3V mh 1' max. 1/4 \, ` r ,/, 5/8' GUSSET PLATE J \ TYPICAL -- - - -- - - - - -1 - -- - - -- -- - -- - - - -- -- ----- - - - - -- -- _ / \ I GRADE BEAM PER PLAN \ — -I- BEAM PER ELEVATION $ 1/47x8 "x3' -3" BEAM PER 8/S4.2 24" min. rr �& \ REFERENCE ARCH. CENTERED ABOUT COLUMN WES 114 J` �\ \ �l FOR GUSSET PLATE 12/54.2 L 4x4x1/4 x 0' -9" 1/4 r / rr �\ \ �, CONFIGURATION ie ALL ROLLED SECTIONS IN FRAME SHALL BE A992 STEEL. * REFER A4.0 FOR COORDINATION WITH ARCHITECTURAL. COLUMN PER 8/54.2 Ile lt-op Braced Frame Elevation I COLUMN PER PLAN CMST STRAP PER PLAN II / � BRACE PER ELEVATION 31/27 PSL BLOCKING " , / r BETWEEN JOISTS j f r 1 q� '� is - l I 1 24' min. 5/16 1 r J% A35 0 12 "aC „ ii ! ! /4 / r : ;. ,' max. I � � / GUSSET $ 5/8 /16 38' min. rl r 18' min. 14 5%16 P&/_16 I . : uv I I " I J BASE $ 1 x15 x2 -0 W/ :. • � j 1 NON- SHRINK GROUT - /) (8) 1 "0 A19367 THREADED RODS (EXTEND BELOW JOISTS PER PLAN plan wew 1 GRADE BEAM BOTTOM j I BEAM PER 8%54.2 I I- BRICK VENEER r REINFORCING) C " PER ARCH. $ 1/4 "x8 "x4' " " I 2" BEAM PER 8/S4.2 W/ 1 - GRADE BEAM 3x NAILER % 5/8 "0 WTS I I I� PER PLAN L 4x40/4 x , 0 24c fl COLUMN BEYOND ;; j I FOR CALLOUTS j� 1/a IN COMMON I� .�_ - - - - REFER 1/S5.2 I� COLUMN PER 8/S4.2 I i 10 1 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM Aa Ad-11, SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 21241ift Avenue -Suite 100 -Seaft WA 96121 ph: 206.443.6212 ft: 206843.4671 Z O Q O ° ao Z �. W W Q CA Z °C �W o az F Z ISSUE DATE: 06 -18-04 PHASE: CONTENTS: BRACED FRAME ELEVATION $ DETAILS SCALE: DRAVYN: RM CHECKM: LRS PROJECT N0: 01007802 SHEET: S42 BASE T 1/2" x 127sq W/ – (4)3/4 "0 A307 BOLTS (8" MIN. EMBED TO PLINTH) SET t ON 1" NON – SHRINK GROUT 14 7sq. CONC. PLINTH SIDEWALK PER ARCH. "* E 0 f REFER ARCHITECTURAL FOR t0. STL. ELEVATIONS 1/4 a 2" #yp. 2' -0' WF COLUMN PER PLAN #4 x ® 0 B" oc (8)#4 VERT. W/ STD. HOOK TO GRADE BEAM 14 0 Woc (3)#6 TOP k BOT. CONT. Canopy Column Footing 1 CHANNELS AND DECK PER PLAN. PROVIDE (2)1/2 "0 BOLTS, EA. CHANNEL TO BEAM AT BEAM GAGE. �— WF BEAM PER PLAN COLUMN PER PLAN FOR CALLOUTS ii IN COMMON REFER 4/84.3 Canopy Framing 5 I CHANNEL PER PLAN I I I I BRG. E 3/8 "x4"xo' -6" W/ (1) W/ (2)1/270 BOLTS I I 0 BM. GAGE I I I I 1/270 BOLT, EA. CHANNEL. WF BEAM PER PLAN I l I -- I I I 1 I 1 REFER ARCHITECTURAL I I I 1 I I I 1 FOR T.O. M ELEVATIONS { I 13/4' LVL LEDGER 11/87 PLYWOOD AT LANDING LANDING BEAM Pi W/ 5/8 "0 W.T.S FOR CALLOUTS IN COMMON REFER 3/S4.3 Canopy Framing 2. ri MC PER PLAN W/ - MITERED CORNERS AT SIDE CHANNELS FACE Q 3/e "xB "x1' -0 "— (2)4x6 IN WALL BEHIND BRACKET ASSEMBLY W/ (6)1/270 THRU– BOLTS W/ 2 "sq PLATE WASHER. (3 EA. 46) BOLTS MAY BE COUNTERSUNK. PROVIDE A35 TO TOP & BOTTOM PLATE AT EACH 46 BEAM PER PLAN E P'T BRG. E 3/8 "x4"xo' -6" W/ (1) 11/2° roc 11 /2" I I 1/270 BOLT, EA. CHANNEL. I I PROVIDE TAPERED STEEL I I SEAT BELOW CHANNEL TO 3/ts i I MATCH SLOPE AND TAPERED I WASHERS AT BOLTS CHANNEL PER PLAN 3/ts - - -- - ---- --- --- Per arch. I ---------- ---------------- CHANNEL PER PLAN L 3x3x1/4 CONT. I I VCHANNEL DECK LEDGER 1 1 3 AND DECKING j 1 PER PLAN (SLOPE PER BEAM PER PLAN W/ (2) 3/16 ARCH.) 1/2 "0 BOLTS INTO CHANNEL t FLANGE AND (4)/2"0 BOLTS PROVIDE TAPERED j I TO COLUMN CAP PLATE STEEL WASHERS BELOW I 3/16 NOTE: BELOW BOLT HEADS AND I I SEE ARCH. DRAWINGS FOR TAPERED STEEL SEAT I I R 3/8"xn2 MISC. DECORATIVE PLATES CAP PLATE 1/4 "x6W -61/4" BENEATH CHANNEL TO I I AND GUTTERS NOT SHOWN MATCH CHANNEL SLOPE 1 I 1 I HERE FOR CLARITY TYPICAL Ij I I REFER ARCHITECTURAL REFER ARCHITECTURAL COLUMN PER PLAN 1 j FOR T.O. St. ELEVATIONS FOR T.O. STl ELEVATIONS 3/18 V % L 4x4x1/4 x 0' –T W/ (3)3/4 "0 BOLTS STRINGER PLAN Canopy Framing 3 CATCH ANGLES PER ARCH. HSS BEAM PER PLAN Lobby Stair /Balcony Framing I "' " "IG BEAM .AN 'ER PLAN OCCURS JOISTS AND PER PLAN ITT JOIST H 13/4" LVL LF-UMn It/ ,Lf 518`0 W.T.S. M 160oc Canopy Framing 4 STRIN+ PLAN CATCH ANGLES PER ARCH. HSS BEAM PER PLAN Lobby Stair /Balcony Framing 3 I 9 Lobby Stair/Balcony Framing 10 Lobby Stair /Balcony Framing Lobby. Stair /Balcony Framing 12 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM A. SWENSON SAY FAGET A STRUCURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite IDD- SmItle, WA 98121 Ph: 286.943.6212 fmc 206.443.4870 Z a �Z II� O Z LU Z W J Ul O aZ ~ :C .Z L 04 ISSUE DATE: 06 -18.04 PHASE: MARK DATE DESCRIPTION Ir CONTENTS: CANOPY FRAMING and LOBBY STAIR/ BALCONY FRAMING SCALE: DRAWN: RWG CHECKED: LRS PROJECT NO: 01007802 SHEET: S4.3 11/2° roc 11 /2" L 4x4x1/4 x 0' –T W/ (3)3/4 "0 BOLTS STRINGER PLAN Canopy Framing 3 CATCH ANGLES PER ARCH. HSS BEAM PER PLAN Lobby Stair /Balcony Framing I "' " "IG BEAM .AN 'ER PLAN OCCURS JOISTS AND PER PLAN ITT JOIST H 13/4" LVL LF-UMn It/ ,Lf 518`0 W.T.S. M 160oc Canopy Framing 4 STRIN+ PLAN CATCH ANGLES PER ARCH. HSS BEAM PER PLAN Lobby Stair /Balcony Framing 3 I 9 Lobby Stair/Balcony Framing 10 Lobby Stair /Balcony Framing Lobby. Stair /Balcony Framing 12 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM A. SWENSON SAY FAGET A STRUCURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite IDD- SmItle, WA 98121 Ph: 286.943.6212 fmc 206.443.4870 Z a �Z II� O Z LU Z W J Ul O aZ ~ :C .Z L 04 ISSUE DATE: 06 -18.04 PHASE: MARK DATE DESCRIPTION Ir CONTENTS: CANOPY FRAMING and LOBBY STAIR/ BALCONY FRAMING SCALE: DRAWN: RWG CHECKED: LRS PROJECT NO: 01007802 SHEET: S4.3 (8)16d @ 4 "oc STAGGERED 16d W 12'oc STAGGERED AT EACH SIDE OF SPLICE ELSEWHERE /--TOP CHORD SPLICE SPLICE TO TO OCCUR AT OF VERT. STUD TYP. Typical Top. Plate Splice 1 SHEARWALL PER PLAN 64 W/ STRAP & QUANTITY PER PLAN. (1)EA. SIDE OF STUDS W/ EQUAL NO. OF SPECIFIED NAILS INTO STUDS ABOVE AND BELOW PLYWOOD SHEATHING PER PLAN ORIENTATION - FULL WIDTH VERTICAL PER PLAN a GRAIN 2x BLOCKING TO MATCH HOLDOWN --- STUDS II REFER TO PLAN FOR Ho I I LOCATIONS WHERE I I WALL CONTINUES II II PROVIDE PANEL EDGE I I NAILING TO ALL HOLD - DOWN STUDS Typical MST /MSTC Holdown 5 ,..,nr PERPENDICULAR WALL ELOW BEAMS, PROVIDE D BLOCKING BEHIND END IS (1) A35 @ 2 STUDS. - (2) A35 (1 EA. SIDE) @ 3 STUDS (6)16d — TYP. STUDS AT EXTERIOR WALLS, PROVIDE- (2) CONT. STUDS EA. SIDE OF OPENINGS < 4', (3) CONT. STUDS FOR OPENINGS 4' to 16. NOTIFY ENGINEER IF OPENING WIDTH IS GREATER THAN 10' MULTI -STUD PER PLAN- NAILING PER GEN. NOTES WALL PER PLAN 3 Q PLYWOOD PANEL EDGE NAILING PER SHEARWALL SCHEDULE Q BASE PLATE NAILING PER SHEARWALL SCHEDULE Q 16d @ B "oc .I= E E SHEARWALL PER IF SHEARWALL 0 16d @ 12"oc AT OTHER WALLS INTERSECTING W (see left if sheer Haut l COLUMN PER PLAN BEAM OR HEADER PER PLAN WHERE OPENING IS LESS THAN 4' -0" PROVIDE (1)BEARING STUD U.O.N. Typical Header Support 2 %EARWALL PER PLAN ;HEARWALL END STUDS %8"4 THREADED STUDS D 16 "oc Shearwall Connection to HSS Column 3 PLYWOOD SHEATHING ON BOTH SIDES OF WALL AT SW5 AND GREATER PANEL EDGE NAILING PER SHEARWALL SCHEDULE, TYP. BASEPLATE NAILING PER SHEARWALL SCHEDULE Plan Detail at OfFset in Shearwall 4 CS HOLDOWN & QUANTITY END POST PER SCHEDULE. PER PLAN W/ (16)8d EA. END PROVIDE PANEL EDGE OF STRAP (MAX. (1) CS16 NAILING TO HOLDOWN POST ADDL. STUD AS READ. EA. SIDE, EA. STUD.) TO COVER BOLTS Holdown Schedule PLYWOOD SHEATHING HOLDOWN PER PLAN THRU -BOLTS OR NAILS PER PLAN PER SCHEDULE Plan Thru Bolts Anchor A.B. UP TO 1/2' OF FLAT I I Mark or Nails Bolt Embed Holdown Post Q SHIM MAY BE PLACED j II FRAMING CONT. HERE TO AID IN '� WHERE OCCURS HTT22 (32) 16d 5/a "0 12" (2)2x6 FULL WIDTH VERTICAL INSTALLATION OF GRAIN 2x BLOCKING HOLDOWN TO MATCH HOLDOWN - -- I I I HD10A (4)2/6 "0 2� "0 14' 6x6 -- - STUDS SHEARWALL PER PLAN 11 HOLDOWN EACH SIDE 2 " " - - - - I t WHEN OCCURS PER (2) H06A (2) /8 7/8-0 14 6x6 -f k PLAN 1 I REFER TO PLAN FOR ° - tt — — LI— — — — (2) HD10A (4)2/8'4 7/8.0 14' 6x6 I I LOCATIONS WHERE ° ae, a WALL CONTINUES II GRADE BEAM TOP a HEADED BOLT OR MINIMUM SIZE OF POST AT END OF WALL UNLESS OTHERWISE II REINFORCING `- ° a a ° ALL- THREAD W/ NOTED ON FRAMING PLANS. PROVIDE PANEL EDGE ° ° WASHER AND NUT II NAILING TO ALL HOLD- ° DOWN STUDS PER SCHEDULE Typical CS Holdown b Typical Shearwall Intersections 10 2x OR LSL 16d NAILP PER SCHED Detail A 16d NAILING PER SCHEDULE 2x NAILER @ SW1 & SW2. 3x NAILER @ SW3 & GREATER Typical Holdown 8 Shearwall Schedule 0 0®OO Mark Sheathing Panel E g e Nailing Top Plate Connection Base Plate Connection if Steel $ if 2x or LSLV at Wood at Concrete Q SWI 1/2' COX PLYWOOD 8d @ 6'oc 5/8'8 WTS @ 48 "oc A35 @ Woe O 16d @ 6'oc 5/800 A.B. @ 48'oc SW2 1/2' COX PLYWOOD 8d @ 4 "oc 5/8 "O WTS M 48'oc A35 M 16 "oc ® 16d ® 40oc 5/S"0 A.B. 0 32 "oc SW3 ® 112" COX PLYWOOD 8d @ 3 "oc 5/8"0 WTS M 32 "oc A35 M 12"oc @) 16d M Yoc 5/8 "0 A.B. ® 16'oc SW4 ® 1/2' CDX PLYWOOD 8d @ 2"oc 5/6"0 WIS @ 240oc A35 @ Voc TO (2)rows 16d @ 41/2'oc 578 "0 A.B. @ 12 "oc SW5 1/2" CDX PLYWD. EA. SIDE 8d @ 3'oc EA. SIDE 5/8 "0 WTS 016'oc A35 0 6"oc (2) ows 16d W 3 "oc 5/8 "0 A.B. 0 16 "oc SW6 1/2" CDX PLYWD. EA. SIDE 8d @ 2 "oc EA. SIDE 5/8 "0 WTS @ 12 7oc HGA10 @ 8 "oc (2�ows 16d 9 2 "oc 5/8 70 A.B. 0 12 7oc I (D BLOCK PANEL EDGES WITH 2x LAID FLAT AND NAIL PANELS TD INTERMEDIATE SUPPORTS WITH 8d @ 12'o.c. EDGE NAILING 1EDD 02 8d NAILS SHALL BE 0.131 00 x 21/2' (common) - 16d NAILS SHALL BE 0.135'0 x 31/2' (box) OVER EA STUD O EMBED ANCHOR BOLTS AT LEAST Y. EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS I WITH 4" EMBEDMENT. ALL BOLTS SHALL HAVE 2 "x 2 %03 6" PLATE WASHERS. 16d NAILING ® 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PER SCHEDULE PANEL EDGES OF SW3 & SW4. REFER DETAIL B. DetaI B 05 3x FOUNDATION SILL PLATES AND 3x STUDS ARE REQUIRED FOR SW5 & SW6. ABUTTING PANEL EDGES SHALL BE OFFSET EACH SIDE OF WALL. PLAN VIEW AT ABUTTING PANEL EDGES OF SW3 & SW4 © TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF SWI -SW5. THREE STUDS MIN. ARE REQ'D. AT EACH END OF SW6. ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. O ALL EXTERIOR WALLS SHALL BE SW1. UNLESS NOTED OTHERWISE. ® LTP4's MAY BE SUBSTITUTED FOR A35s AT CONTRACTORS OPTION. O A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. Io ALL SHEARWALL FRAMING SHALL BE DF#I OR BETTER W/ 2x6 STUDS 12 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206,322 9323 FAX ARCARCHITECTS COM �v aay SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATx1N 2124 Third Avenue - Suite 100 - Romig, WA 98121 ph: 206.443.6212 fez: 206.4434W70 a z W ° W t'E Z X 3 �W p az z � a F � IL Q ISSUE DATE: 06-18-04 PHASE: MARK DATE DESCRIPTION Ii1AAd Re11NN_i uuma& CONTENTS: FRAMING DETAILS SCALE: DRAWN: RWG CHECKED: IRS PROJECT NO: 01007602 SHEET: S5.1 PANEL EDGE NAILING OVER ALL HOLDOWN STUDS ! I HOLDOWN PER PLAN j j NAILING PER SHEARWALL SCHEDULE (typ) VENEER PER ARCH. -I 13/4" LSL RIM JOIST I I� LEAVE ONE END OF 1 / STRAP UNAILED JUST IJ PRIOR TO COVERING SHEARWALL PER PLAN A35 PER SHEARWALL SCHEDULE VERTICAL GRAIN BLKG. TO MATCH HOEDOWN STUDS {4)8d INTO EACH BLOCK JOIST DIRECTION AND SHEATHING PER PLAN 1�/2" GYPCRETE TOPPING / PER ARCH, - -#-- — (2) 16d THRU EA. �i JOIST OR BLOCK i� WHERE JOISTS ARE PARALLEL, PROVIDE TJI BLKQ 9 48"oc BEAM/HDR. PER PLAN (where occurs) NAILING PER SHEARWALL SCHEDULE (typ) 13/4 LSL ALONG WALL, UNLESS NOTED ON PLAN JOISTS AND FLOOR SHEATHING PER PLAN SHEARWALL PER PLAN NAILING PER SHEARWALL SCHEDULE (2)16d THRU EA. JOIST OR BLOC( 11j2 GYPCRETE TOPPING PER ARCH- a PROVIDE TJI BLOCKING n ! 48"oc W/ (4)8d INTO EA. BLOCK BEAM /HDR. PER PLAN (where occurs) 2 NAILING PER SHEARWALL SCHEDULE (typ.) 11/2" GYPCRETE TOPPING PER ARCH. JOISTS PER PLAN SHEARWALL PER PLAN SHEATHING PER PLAN BEAM PER PLAN 3 SHEARWALL PER PLAN BOLT NAILER TO BEAM W/ %-0 W.T.S. 0 32 "oc {COUNTERSINK AS REQb.) �� MIT SERIES TOP FLANGE HANGER BEAM PER PLAN AT INTERSECTING .SHEAR WALLS PROVIDE CONN. PER 10/S5.1 Q ==W °+ a• > +- -------------- .i BASEPLATE NAILING PER SHEARWALL SCHEDULE PROVIDE 3 x CONT. NAILER x FLANGE WIDTH JOISTS AND SHEATHING PER PLAN „ 1y2 GYPCRETE TOPPING — — — — PER ARCH. -- ,- ,- - --- - - WHERE SHEARWALL OCCURS BELOW, PROVIDE /e "0 W.T.S SPACED PER' SHEARWALL SCHEDULE {48 "oc MIN N.) 4 PARAPET HT PER ARCH. 11�• FRAME PARAPET WALL W/ (2' -6' MAX.) 2x6 0 16 "oc. ALIGN STUDS 3" sim W/ STUDS OF WALL BELOW. PROVIDE BLOCKING BTWN. C 1 /4'x11 "x 4' (7"0 SIM) SHEATHE AS 5W1 STUDS ABOVE AND BELOW EACH SIDE W/ (3) 3/4 "0 AT STRAPPED STUDS BEAM BOTH SIDES �/2 ' BOLTS. (6 BOLTS & SIM.) WHERE OCCURS SHEATHING PER PLAN PANEL EDGE NAILNG ' WHERE JOISTS ARE PARALLEL PROVIDE TJI BLOCKING 9 PER PLAN 3/16 ; GYPCRETE TOPPING PER ARCH. PER SHEARWALL SCHEDULE 48 "oc W/ (4)Bd INTO EACH — _ _ _ _ _ _ — — — _ — — — BLOCX LAP PLYWOOD OVER . mr... RIM JOIST ? I+ ....... .:.. _i 1 _ .., -... i_..- ° LSL RIM' PER PLAN — — . _M ; 1 PROVIDE STRAPPED '! BEAM PER PLAN tom' ; STUDS EA. SIDE OF JOIST DIRECTION VARIES PER PLAN. SLOPE PER ; : " ROT. P 1/4'x41/« x4' 3/16 ; ECCOQ SERIES CAP AS WINDOW O'EI+IINGS "oc ARCH. (r 0 SIM.) REQUIRED TO FIT BEAM OR @ 48 MAX TYPICAL PROVIDE CS16 STRAP EA SIDE OF STUD W/ (2)16d EA. JOIST OR BLOCK STEEL COLUMN PER PLAN �— WALL BELOW WHERE STEEL COLUMN PER PLAN (16)Bd NAILS TO OCCURS PER PLAN PARAPET STUD ABOVE & (16)8d NAILS TO WALL STUD BELOW. STUD MUST BE CONT. TO 3rd FLOOR BELOW % f Q V CENTERLINE 8d 0 'roc, TYP. WALL AND FIG. SKYLIGHT FRAMING PER PLAN STRAP PER PLAN I 5" MIN. LAP SPLICE REGION W/ 1 Wf 16d NAILS W 6'oc = (5) JOIST SPACES (80 ") (IF STRAP LENGTH 1S PROVIDE BLOCKING /2'oc PROVDN ASUCH• BETWEEN RAFTERS, SPLICE�REGION. NAILING THAT�THERE SHEARWALL PER PLAN H1, EA. RAFTER TYP x CONT- 6x6 HEADER STRAPS AND BLKG, PER PLAN / ARE (50) NAILS /STRAP. LAP STRAP PER 11/55.2 H = .5') WO A.B. W 4B "oc o IIE (embed 7 ") 12" MIN. OR AS REQ'D TO BOTTOM I (2) #5 CONT. SHEATHE AS SWI OF WALL ABOVE TOP & BOT. (3) SIDES, TYP. .: :• r < it �- f - li \k'F`'i'I fi < y "F'}t4, °k,r� `' ,z , s . I f' r11 +' r`F • • F a : 'J' `''liy+..�JA'i ;SSalfiy r = °=`" ,�,,. , ._' {,• ��;:`>- <" °�yr'{•`� BLOCKING BETWEEN JOISTS PER PLAN JOISTS PER PLAN BLOCKING BETWEEN s'i4 ;a': JOISTS PER PLAN JOISTS PER PLAN 4•:i�, «s. _: �y',� 5k? 4"44:. .'S°. 1' -6• s BEAM PER PLAN 10 12 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM Map MAN SWENSON SAY FAGET A STRLiCTURAL ENGINEERING CORPORATION 2124 Third Mwue - Su88 100 - SeaGfe, WA 98121 ph: 206.443.6212 fax: 206,443.4870 Z 0 a J - � a� Z W Wa Z 0 aZ Z Z IL ifs a ISSUEDATE: DB -18-04 PHASE: MARK DATE DESCRIPTION CONTENTS: FRAMING DETAILS SCALE: DRAWN: RWG CHECKED: LRS PROJECT NO: 01007802 SHEET: S5z2 i BEAM PER PLAN — OVERLBEEAM NAILING Y41M j _:. t =�,Frxayl,�� »� � � L 4x4x1j4 x 6" TOP AND BOT. � MULLION. TYP. w/ (2) p 1j2 "0 THRU BOLTS ,iYYS.MSfJdt` mlW'mxNE tSJVAi I yqI MIT SERIES T� _..:.......... – � � �_.. � _, _..b_.,_. JOISTS PER PLAN FLANGE HANGERS TYP. •� – %�WWn BEAM PER PLAN 4x6 LAID FLAT i ^T ig E 1 /4'x6"xf -0" W/ PANEL ED( NAILING LPT4 ®A35 SPACING (2)1/2 °0 x 6" LAG PER SHEARWALL SCHED. PER SHEARWALL SCHED. { r j r• 3, I ,- SCREWS TO MULLION PER ; BEAM ELEV. 1/S5.3 r tpp. 316 SHEARWALL WHERE MULLION PER ELEVATION OCCURS PER PLAN f )`....w; CONT. COLUMNS I b j PER PLAN ' iL- _�.i -. A' j j COLUMN PER PLAN mn�m>bss- i I �1 `{ xvmrm%vasavrtwtu'� � ls�.. rs %4N lV =A,a j 0.5M4�0.16' ;�.<.<..«.- .��4,<,.nA5anx.'= 1 % i , a .............. Entry Window Wall Elevation per 4/S4.1 ECCOO SERIES CAP AS REQUIRED TO FIT BE LNAILER PER 4/S5.2 .1 .. ".,. <.,,. . BEAM PER PLAN 1e THICKNESS AND BOLTING PER typ. 3/16 SCHEDULE 4/S4.1 STEEL COLUMN l PER PLAN i i , GYPCRETE TOPPING j j SHEARWALL PER ARCH. I I PER PLAN JOIST AND SHEATHING j I PER PLAN WALL ABOVE WHERE L 480/4 x B' —O" I OCCURS I W/ (3j4 "0 X 6" — — - -- — -- — - -- — — —.. I I LAG SCREWS TO BM. I I j j- -BRICK VENEER PER ARCH. NAILER PER 4/551 I I (omit at sim.) I ! 3r6 2 -12 BLKG. & BEAM x j PER 9/S4.2 I BEAM PER PLAN 4 j '/4 WINDOW WALL BEAM PER PLAN W/ J PER 1/S5.3 i ° 5/8"o WfS ® 32'oc / TO 2x NAILER, TOP L 4x6x1/2 LEDGER WF BEAM PER PLAN do BOT, (COUNTER– (HSS at sim.) SINK AS REQ'D.) 3/1s 2 -12 9 10 12 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM z 0 Q 2 ao Z = Ck W) WQ Z cc X � � W o �z =z � a ISSUE DATE: 06.18-04 PHASE: CONTENTS: FRAMING DETAILS SCALE: DRAWN- RING CHECKED- LRS PROJECT N0: 01007802 SHEET: S5m3 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM Z 0 4 Z O Ck a s Lu cl ca W W4 Z x 3 Hi p 4z F Z � a o� Ck L 04 ISSUE DATE: D648-D4 PHASE: t CONTENTS: DETAILS SCALE: DRAWN: RWG CHECKED LRS PROJECT NO. 01007802 SHEET: S6ml (E) MASONRY WALL s ! 3/4'0 THROUGH BOLTS 0 32"oc := fi,. "' : f ' F _ »IM» �!t lSY3klrNWh .IYCn% KE,. x r , r r W/ 3 sq. x 1/4 BEARING Irs Plan View AT (E) JOIST At 2x BLOCKING T,O, WALL AT SIM. Fr.* ^ 's BETWEEN JOISTS EA. BAY SISTER 30' LONG 2x TO Z { fZ r x, t`'lf f`f,r< r °`' = %f <r;;r';r `x'a ";:^ 4x BLOCKING W/ (2) A35 EA. BLOCK (E) JOIST. NAIL W/ Jrf: ,, ,•r;r ^, „ ; , INTO SHEATHING ABODE (16) 16d NAILS ��`` j,Y : � `f.' _ _ .f ,•;,�, �,,, �,, - £.; {;fi.' i', =.:; - _ - a'ex '`.f`rfr'`<':dx,•:;` f.R4r,� r..r;s''��'``` -- -- -- - - -- -- - -- - -- - ,`t rf< :'; ,_ iYkM.4'M+NM MMYWWYAl1Y^FfM.Mt!M'u _ <'dfF`% PR�l �.: � - � 'N!1(MrR41fMX5tlM F`F4Mx f (' f s', t ". }XMYA" f � • +t f,'r ': ;.r r +,,"'`B� .' r . r,f,?r rx f r r ff -• i` +'L't �.(,. ,.`R ar .. . 1 F F - 1 , -` ; F ^ +s + PROVIDE BAR COUPLERS REQUIRED J ,'' ;,` ' f 'A CONT. STEEL ANGLE AS cax,z ;e: r -fir z'` , fr PER PLAN W/ x'!�i ^' s 3/4 "O THREADED ROD 32 oc 518'0 LAG SCREWS INTO `d',``';: `'x,, t !`;'xf °`r W/ SLEEVE EPDXY INTO tFw fi°x` r'rls ^2• 4x BLOCKING 0 SIM. (E) MASONRY WALL. PROVIDE `�= ` { FOR CALLOUTS (E) MASONRY— 3 "sq. x lle BEARING PLATE FOR CALLOUTS , , '' r; f < WALL fJ=t,r;, .r; ;; ; IN COMMON ,f` IN COMMON ,s !sF'' ��ar" :< sr. (f) COVE CEILING AT 2x BLOCKING BTWN. JOISTS REFER 4JS6.1 REFER 4JS6.1 " ` rx” ;`�;a s,r'f. f'r TO REMAIN „ (AT SIM., PROVIDE 4 0 (WHERE OCCURS) ROSETTES IN LEIU OF 1 3 EPDXY BOLTS) 1 — PROVIDE A35 0 8 "oc PROVIDE A35 * Toc CONT, ST PER FROM (E) JOIST TO 3 ANGLE FROM (E) JOIST TO PLAN W/ /4'0 THREADED (E) MASONRY WALL SHEATHING ABOVE SHEATHING ABOVE RODS 0 247oc W/ 4 "0 ROSETTES (skew as req'd.) OF 2x BLOCKING FOR ;J :' ✓ :: °' < ` r " Y D.F. 4x BLOCKING f' 8c (2) I/2 0 x 4" 1AG� (3) JOIST BAYS (4 -0 ® 24 oc W Z / () j SCREWS INTO 4x BLK G. " :;F ; ` .• " rf; ''r;; AT EACH SIDE OF ^ 1`, `; ^` ; ° A35 EA. BLOCK TO ;r df +`x' BTWN. JOISTS BELOW £;s f :;;' :i `1 fin;d'; THREADED ROD. £xr jrf•- , r r SHEATHING ABOVE , °`r 'f` -•;: x° . ,fr . =+ s'' ,:.a,�,,';,; >i PROVIDE (2) A35 EACH 3/4 "0 THROUGH BOLTS M 32 "ac ; ` r BLOCK INTO SHEATHING t PROVIDE 2'wide x 30 "laiq / `- F: •r' ° W/ 3 1/4 BEARING PLATES r'., ` r. r f'',r; ^','. ABOVE (1 EACH SIDE) ;`'r =`' r r fi 16GA PLATE W/ (32) 16d r - f ,.' a; , sq. x ,Y;,., J " 4 0 THROUGH BOLTS 0 8 oc f ° >' ^' ; AT (E) JOIST AT 2x BLOCKING ,firfrf: SINKERS INTO (E) JOIST s` BETWEEN JOISTS PROVIDE BAR COUPLERS e : fir`' `� s �., = EXTEND BOLTS THROUGH 1 r,� r . , , , {2} JOIST BAYS 0 32"oc ' `rr r r° ;. , FF , ^rrt.,^ `,.r' rrrr AS REQUIRED (E) ROOF JOISTS - -- — -- — - - - - — - `'f fir. Frj; :�..'..`:.,: `.''.::f:: "., '.I eFS F�F �-.r .-.r ''uS .� .� •1"�r.'y'�`� .J F : "' ' +mrnreax'_� ee+.RC- 'ee�`tii' "'£3c4�.t_,,a"Cf� ___ - z: ----- - _ _ ----- - nd d, ____ - CC -___ -C- - - - - -°- »• - _ - __ - -- - _ - - -w,M_'___:.s. _L�L3z�l- r _ _____ ____ ___ _ ____ 4 , (J''+r {E) FIR. JOISTS 3/4"0 THREADED ROD M 32 "oc 24 " 4x BLOCKING 0 oC W/ SLEEVE EPDXY INTO VERIFY (E) BEAM CONCRETE SHEARWAlI CEILING SHEATHING (E) MASONRY WALL NOTIFY ENGINEER OF PER PLAN PER PLAN `; :''." ;fi;,f; - °: 'jf ,fi ; °' r; (E) MASONRY WALL. PROVIDE 3 sq. x 4 BEARING PLATE BEAM SIZE AND " f f' '`; "a rf AT END JOIST. NOTE TO CONTRACTOR. MATERIAL 10d 0 4 oc FOR CALLOUTS + , : FOR CALLOUTS r ; {AT SIM.. PROVIDE 4 "0 (E) FRAMING CONFIGURATION AT THIS LOCATION ''` IN COMMON HAS NOT BEEN VERIFIED. CONTRACTOR TO IN- IN COMMON °' f fi" .• , , >`` REFER 4&8/S6.1 = fi .: r;. `:`; ' "'`'' ADD BLOCKING BETWEEN ROSETTES IN LEIU OF A REFER 8/S6.1 ' " "n`r'> ,.r, - EPDXY BOLTS) VESTIGATE DURING CONSTRUCTION AND PROVIDE JOIST AND WALL AT ENGINEER W/ INFORMATION FOR POSSIBLE RE- DESIGN OF CONNECTION. 7 THROUGH B(N T Q 5 L 4x6x5/16 x 6'-O' a 24'oc MAX. (LLV) :' . ^`';r','`, ; < A35 a 8'oc INTO (E) DECKING w BLOCKING ®4 0 oc OF 4 BLOCKI [AND W/ 3p'0 THREADED ROD IN EPDXY SCREEN TUBE INTO (E) MASONRY WALL fps :.rsr'! x (2) 1/2-0 x 4' LAG SCREWS FROM ANGLE BELOW INTO ,. f r, " ,. °: ; ; ; r`.':` ` -i; ` ' F' s ;._;.' %:r x FOR (4) BAYS W/ (2) A35 DECKING d'r r' _ EACH BLOCK INTO d,F/,; /; ;. 2 nude x Viong 16GA PLATE fi 4x BLOCKING BETWEEN JOISTS. ABOVE. PROVIDE CONT. • °;;:.r W/ (2) ROWS OF 16d NAILS 0 3"oc j 'f'' ' PROVIDE 2 A35 INTO () ",;' '� r ,,,> < ,lrr': -d ," ft; xi '` ' d xf 2 wide 16GA PLATE W/ £tdf`,.•a,Y (STAGGERED) f rr DECKING ABOVE , ,f t e _ �__ -_ ;x,. (32) 16d SINKERS ALONG 77 '.d; ! '1 F' ' BOTTOM OF BLOCKING ee"/= s' A35 EACH SIDE, EACH END ,nx lfrff,.dr,,',Y:fn ,`r r.' d`r ^fI a! f.ri .F raf {. r - r -Ir fet4. SHEATHE BOTTOM OF JOISTS MULTI -WYiHE HEATHE BOTTOM OF JOISTS f REMOVE AND REPLACE WHERE INDICATED ON PLAN f BLOCK AS REQUIRED BETWEEN (f) JOIST AND r r F <' r; WHERE INDICATED ON PLAN MASONRY WALL f r; ' 1 <,�', (E) FINSH FLOOR AS RfOD. -,,, r `.' . ' { t f `Y,,f =F`arR ! r ' ; f > =" MASONRY WALL PROVIDE 3/4'0 THROUGH BOLTS -I<_— 0 24 "oc W/ 4 °4 ROSETTES AT EXTERIOR FACE -— — - r'',F °y; %`, ---- - - - - -- -- t'?�r `' -- ---- - - - - -- - - - -- OF MASOORY - ,�,f drlr �f�' :`d'��r, ` ,,•`t' °,J ..'t �` f je' ✓.t s: `f;i`rrr} r 5.3r °1".r J' Joists Parallel :'�r s.+�,#fi'„° '��+ :+✓`s .r j.A 'f`d:lrx` <r ! .: .. ., <` �, at ;` •i f � A.�f• e,r, fn "� �' rs f. I n rr' ^tiY.'. i S�FiAVn £ = fi`,' = A35 8 oc INTO (E) DECKING {r•, nr -' ` , - A:(E) JOIST PER PLAN r= -- ,` tlfl °rnl -� {2 PER BLOCK) ^r'J^f, r`+ff -:A,f �— , PROVIDE CONT. 2 wide PRESSED METAL CEILING rs =;1;- ' - r,';; -;,1 r = = - ,r f. ' 16GA PLATE W/ (32) 16d {E) STONE HEADER ;,=;° {' ' fi 'r° 'F`f; TO REMAIN PROVIDE 2 wide x 30Iong SINKERS ALOPIG BOTTOM OF SOCKING 16GA PLATE W/ (32) 16d - . -; -jf - ; : ; :re SINKERS INTO (E) JOIST ; °; , ,rF fr r f £r., t�`F; l 1/2'0 x 4' LAG SCREWS 8'oc PARTITION WALL + :.' :: - r INTO CONT. 4x W A35 8 oc AT ENTRY CONT. STEEL ANGLE PER PLAN ; fr.r;f 4x BLOCKING BETWEEN JOISTS W / ; , . , f :;, x,` <,<rF, CONT. STEEL ANGLE PER PLAN INTO DECKING ABOVE , W/ 3/4 0 THREADED ROD r ,, , . r ',,`~ '' >'t - °` 3/4 "0 THROUGH BOLTS 0 24"oc. W/ 3/4 0 THREADED ROD " W/ SLEEVE EPDXY 24 oc F f ref ta r`'t f: "- ° +' PROVIDE 4'0 ROSETTES 0 EXTERIOR FACE W/ SLEEVE EPDXY M 24 oc {� SIM.. PROVIDE 4'0 `l" ' '`' OF MASONRY (® SIM., PROVIDE 4 "0 ROSETTES IN LEIU OF ROSETTES IN LEIU OF EPDXY BOLTS) 10 at Joy P iailar EPDXY BOLTS) ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM Z 0 4 Z O Ck a s Lu cl ca W W4 Z x 3 Hi p 4z F Z � a o� Ck L 04 ISSUE DATE: D648-D4 PHASE: t CONTENTS: DETAILS SCALE: DRAWN: RWG CHECKED LRS PROJECT NO. 01007802 SHEET: S6ml BREAI WALL SOLI[ PLACI F 3/4 ANGL E 1/2 %5'x2' -0' GROUT SOLID BETWEEN ANGLE AND MASONRY WALL rlrr,• CLkut t E 5 CONCRETE WALL PER PLAN ANGLE PER PLAN i MASONRY WALL PER PLAN G (E) MASONRY WALL (2) H010A HOLDOWNS EA. SIDE OF BEAM AND WALL (B total) W/ (4)7/8'0 THRU - BOLTS) PANEL EDGE NAILING PER PLAN (E) CEILING JOISTS W/ LATH AND PLASTER LAYER BUILDING PAPER BETWEEN JOIST END AND (E) MASONRY WALL (E) MASONRY WALL rrt"1 r tjt BEAM AND SHEATHING PER PLAN FOR CALLOUTS IN COMMON REFER 3 /%.1 2 P.T. 3x NAILER W/ 3/4"0 THREADED ROD W/ SLEEVE EPDXY 0 24'oc (embed 6" mm.) NEW JOISTS PER PLAN W/ HIT SERIES HANGERS. JOIST DIRECTION VARIES PER PLAN. WHERE JOISTS ARE PERPENDICULAR TO WALL, PROVIDE 3x6 BLKG. W 48'oc FOR (3) BAYS W/ (4) 8d EA. BLOCK. L•' 1/4 3" max gap per schedule SIZE PER SCHEDULE IGLE PER PLAN Angle Size Plate Size (long leg) Plate Size (short leg) -_ -------------- _ -_- 6050/2 112%14 rl � ✓' r ,r r r 12' 661(1/2 1/206'w `r s'f °r Ali <r.ati B' tFF Y�J,yg1d ��J1'rr`Flr�iFS1 ,.,1l1l��d`'yy'p {{p� + "�rr.> Jt��It %/i f f'i fin! /f�jf {��YYY,I �✓ �rJ �Y / /�fl " <�� ti�r' �f`'�� Ty{��{ f �t <d, frrf ri.y`. je' +. �rF�.� j1`r 1151.- .irr ^rf <r'rf �FeR: 1��Iyit"lJ,2 j MASONRY WALL PER PLAN G (E) MASONRY WALL (2) H010A HOLDOWNS EA. SIDE OF BEAM AND WALL (B total) W/ (4)7/8'0 THRU - BOLTS) PANEL EDGE NAILING PER PLAN (E) CEILING JOISTS W/ LATH AND PLASTER LAYER BUILDING PAPER BETWEEN JOIST END AND (E) MASONRY WALL (E) MASONRY WALL rrt"1 r tjt BEAM AND SHEATHING PER PLAN FOR CALLOUTS IN COMMON REFER 3 /%.1 2 P.T. 3x NAILER W/ 3/4"0 THREADED ROD W/ SLEEVE EPDXY 0 24'oc (embed 6" mm.) NEW JOISTS PER PLAN W/ HIT SERIES HANGERS. JOIST DIRECTION VARIES PER PLAN. WHERE JOISTS ARE PERPENDICULAR TO WALL, PROVIDE 3x6 BLKG. W 48'oc FOR (3) BAYS W/ (4) 8d EA. BLOCK. L•' 1/4 3" max gap per schedule SIZE PER SCHEDULE IGLE PER PLAN Angle Size Plate Size (long leg) Plate Size (short leg) Weld Length 6050/2 112%14 1/2'x5'w 12' 661(1/2 1/206'w 1/27x5'w B' 4x6x5/18 X5 "w 3/8 %3"w 6' Typical Angle Splice 10 3' typ. ca To a ° 0 01 0 0 (2)3/87 SIDE fs W/ (14) /4 "0 THRU BOLTS BRG. C 3/8 "x6'xO' -4' — WF COLUMN PER PLAN 1/2' STIFF. a EA. SIDE OF WEB Top of Column at 'SIM.' (3) sides typ. 1/4 J. NI—/247 r*- -- 6' 1' max. EMBED Q 3/8'x8'w (6)15 AT TOP OF WALL WELDED TO EMBED F CS16 STRAP AT b ALL BEAM BREAKS �e W/ (14) 8d NAILS EACH SIDE OF BREAK CONC. WALL PER PLAN 3 l (E) BRICK WALL -{ x—{24' min. /4 V ANGLE PER PLAN F 1/2'x 12'w CENTERED ON WF COLUMN REMOVE (E) BRICK AS NEEDED FOR PLATE. GROUT SOLID AFTER PLATE INSTALLATION Section at Transfer Column 1 1 HGAIO CORBEL TO BEAMS EACH SIDE HGA10 POST TO CORBEL EACH SIDE. AT ROUND POSTS, NOTCH POST AS REQUIRED TO ACHIEVE FLAT SURFACE TO ACCEPT HGA10 CLIP (E) MASONRY WALL C3 L 6x4x1 /4 EA. SIDE OF — WALL W/ 3/4'0 THRU BOLTS M 12'oc. SAWCUT (E) WALL AND EXTEND ANNE 12" MIN, PAST EDGE OF OPENING (5-0' MAX. OPENING WIDTH) COVER PL PER ARCH. IDE OF POST. S, NOTCH RED TO WACE 11110 CLIP 1o11 Ell 7 Typ.Qetail at New Opening in 6cisting Masonry Wall 12 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 3323 FAX ARCARCHITECTS COM AN. SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - suxe 100 -s aft WA 981221 ph: 206.943.6212 few 206.443.4870 z a ° ao Z C W W14 a °C x lu p az I =z I= a L c� a ISSUE DATE: 08 -18414 PHASE: MART( DATE DESCRIPTION r� CONTENTS: DETAILS SCALE: DRAWN: RWG CHECKED: LRS PROJECT Na. 01007802 SHEET. 8d 416 oc 2x BLOCKING BETWEEN JOISTS STRAP TO JOIST BELOW PER PLAN ROOF JOISTS AND SLOPE PER ARCH. _ SHEARWALL PER o PLAN E as 0 ov PROVIDE 6x8 BLOCKING BELOW WALL W/ A35 EACH END PROVIDE WEB STIFFENER AT BLOCKING LOCATION 9 #4 018"oc E.W. 41/2' min. U Verco B Formlock, G60 Coating w /Following Min. Properties 20 GA. PANEL WIDTH = 36' I = .216 In.4 S = +0.235/ -0.248 in.3 Fy = 40 kv SHEAR CAPACITY REO'D = 1900 /tt (E) JOISTS PER PLAN 302 CONT. NAILER Wj 3/4'0 — THREADED ROD IN EPDXY SCREEN TUBE 0 4' -0 "oc (4'0 ROSETTES ® SIM.) LSTA15 TOP & BOT. EA. BRACE CONT. ANGLE PER PLAN W/ — 3x CONT. NAILER W/ 3/4'0 W.T.S. 0 48 "oc 31e0 THREADED ROD W/ EPDXY — SCREEN TUBE 0 32 "oc. (AT "SIM." PROVIDE THRU —BOLTS W/ 4'0 ROSETTES IN LIEU OF EPDXY ANCHORS) WHERE SHEATHING OCCURS BELOW - CEILING JOISTS (per plan) PROVIDE P.T. 46 W/ 3/4'0 THREADED ROD W/ EPDXY SCREEN TUBE 41 24"oc. NAIL SHEATHING TO 46 W/ PANEL EDGE NAILING PER PLAN. 1" A35 418"oc TO (E) —J DECKING BEAM PER PLAN L 4x4x1/4 LEDGER 0 (E) BRICK WALL W/ 3/4'0 TRHEADED ROD W/ SLEEVE EPDXY ANCHORS 4116 "oc. (2) MIN PER ANGLE SEGMENT t t rri 1. SPAN CONDITIONS EXCEEDING 9' -6" EA. SPAN. MAXIMUM SPAN OF 20 GA. DECK IS 6' -6" FOR SINGE SPAN CONDITIONS. 2. NOTE 1 ASSUMES SHORING WILL NOT BE USED. 3. PROVIDE (4)1/2" DIAMETER EFFECTIVE PUDDLE WELDS PER SHEET TO ALL SUPPORTS PERPENDICULAR TO DECK FLUTES. 4. PROVIDE 1/2" DIAMETER PUDDLE WELDS AT 18 "oc AT SUPPORTS PARALLEL TO DECK FLUTES. 5. CONNECT DECK SEAMS WITH BUTTON PUNCHES 0 36'oc. 6. DECK TYPE MUST STRICTLY MEET CRITERIA LISTED ABOVE INCLUDING I.C.B.O. RESEARCH REPORT ALLOWABLE SHEAR AND SUPERIMPOSED LOADS. SUBMIT DECK INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. L 461/4 W/ 3/4"0 THRU BOLTS 4016 "oc. EXTEND BOLT 8" INTO CONCRETE 4" COMPOSITE DECK PER 3/S6.3 BENT TO SLOPE PER ARCH. (1)#4 EA. NOSE 14 018 "oc E.W. A35 TOP & BOTTOM EACH BRACE 2x6 @ 16 'oc W/ 1/2' COX PLYWOOD SHEATHING LTTI31 0 32 "oc TO 3x BLOCKING PANEL EDGE NAIING PER PLAN 3x6 BLOCKING FOR (5) BAYS W/ CONT. CS16 STRAP TO BE PLACED NEXT TO LTTI31 1 2x NAILER W/ 3/p'0 1 max x 4" LAG 0 6 "oc PROVIDE 2x6 FLAT BLKG. AT TOPS OF (E) CEILING JOISTS 012' –O"oc. NAIL W/ (2)16d PER JOIST (E) CEILING JOISTS NEW JOISTS PER PLAN NEW BEAM PER PLAN Floor Deck 3 14 DOWELS 41 18 "0c W/ 8" EMBED INTO Wj SLEMASONRY EVE SEE ARCH. DWGS. FOR EXACT STAIR DIMENSIONS AND CONFIGURATION N (E) MASONRY WALL CONT. ANGLE PER PLAN W/ — 3x CONT. NAILER W/ 3/4 "0 W.T.S. 0 48 "oc 3/4 "0 THREADED ROD W/ EPDXY - SCREEN TUBE ® 8 "oc. (AT "SIM! PROVIDE THRU –BOLTS W/ 4 "0 ROSETTES 0 IN LIEU OF EPDXY ANCHORS) SKYLIGHT FRAMI ABOVE BEAM PER PLAN P.T. 3x NAILER W/ – 3/4"0 C.I.P. ANCHORS 0 24 "oc (embed 6") P.T. 3x6 BLKG. 0 48 "oc FOR (3) BAYS EA. SIDE OF CONCRETE WALL. NAIL EA. BLOCK W/ (4) 8d. ice/ v L"Ily ww ra w/ LUS HANGERS 0 PANEL EDGE NAILING PER PLAN P.T. 46 W/ 3/4 "0 C.F.R. ANCHOR ® 24" oc (embed 61 NEW JOISTS PER PLAN EXIST. JOISTS CEILING SHEATHING PER PLAN PANEL EDGE NAILING PER PLAN CONCRETE WALL PER PLAN BRACE, LEDGER, STRAPS AND CONN. EA. END PER 10/S6.3 '`''r''`" � //\/ (E) CEILING JOISTS LTTI31 0 32 oc TO TOP OF TJI J ?'Z PANEL EDGE NAIING PER PLAN flrr I -- - - - - -- - - NEW JOISTS PER PLAN w/ -- HIT SERIES HANGERS r,f '`''r''`" � //\/ (E) CEILING JOISTS ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM VAMP 641, , SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Siete 190 - Smtffe, WA 98121 ph: 206.943.212 fax: 206.443.4870 0 Z W 0) Z 0 8� o� 0 L P.T. 46 PER 10/S6.3 10 12 Z 0 — z - nj— o Lu— ao ,.i W JZ aZ =Q 0a ISSUEDATE, 06.18-04 PHASE: Y CONTENTS- DETAILS SCALE: DRAWN: RWG CHECKED: LRS PROJECT NO: 01DOT802 SHEET: S6.3 6x8 BLKG. BTWN. I -- - - - - -- - - -- - -- -- JOISTS W/ A35 EA. r,f SIDE EA. END CONT. 46 BELOW ANGLE f:rr'f's f..i (SPLICE AT (E) CEILING CV JOISTS) ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM VAMP 641, , SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Siete 190 - Smtffe, WA 98121 ph: 206.943.212 fax: 206.443.4870 0 Z W 0) Z 0 8� o� 0 L P.T. 46 PER 10/S6.3 10 12 Z 0 — z - nj— o Lu— ao ,.i W JZ aZ =Q 0a ISSUEDATE, 06.18-04 PHASE: Y CONTENTS- DETAILS SCALE: DRAWN: RWG CHECKED: LRS PROJECT NO: 01DOT802 SHEET: S6.3 SYMBOL SC 4EQULE .Z; 12 ti; ED �BR 4- 1f:7 11.1 Pi - - -- Y - - -- SAN P 7 -O NA. NC. SUPPLY OR OUTDOOR AIR DUCT UP SUPPLY OR OUTDOOR AIR DUCT DOWN RETURN AIR DUCT UP RETURN AIR DUCT DOWN EXHAUST AIR DUCT UP - EXHAUST AIR -DUCT DOWN TURNING VANS ACOUSTIC INSULATION BALANCING DAMPER BACK DRAFT DAMPER FArP .0 7XT 6,1166NIC€R ROOF FAN - EXHAUST AIR DUCT OR PIPE OAP -CFF -SUPPLY AIR GRILLE OR DIFFUSER RETURN AIR GRLLE EXHAUST AIR GRILLE HEATING WATER SUPPLY HEATING WATER RETURN DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RECIRC. SANITARY VENT SANITARY SEWER-ABOVE GRACE SANITARY SEWER BELOW GRADE PIPE CLEAN- OUT- fOGRADE ffRE MAIN PROPANE GAS piiMc ION OF FLOW SLOPE PIPE OR DUCT PIPE DROP PIPE RISE PIPE TEE DOWN PIPE TEE UP PIPE UNION FLEXIBLE C 24 NEC.TION GATE VALVE ( NORMALLY OPEN) GATE VALVE ( NORMALLY CLOSED) CHEC K'VALVE 24AY CONTROL VALVE 3 -WAY CONTROL VALVE GLOBE VALVE BALL VALVE BALANCING VALVE ma yAA.V. T i ffi Q NOWA Q I� .z i� 111 Si 1fib PRESSURE REDUCING VALVE BUTTERFLY VALVE STRAINER RELIEF VALVE BACKFLOW PREVENTOR SOLENOID VALVE AUTOMATIC AIR VENT EMERGENCY GAS SHUT -OFF VALVE TEMPERATURE GAUGE PRESSURE GAUGE T14EF41OMETER PUMP OPEN DRAIN I40SE BIBS -FLOOR DRAIN FUNNEL FLOOR DRAIN THERMOSTAT GRILLE TYPE NECK (GRILLE SIZE AIR VOLUME (CFM) EQUIPMENT /FIXTURE "TYPE GENERAL NOTE GENERAL NOTE DRAWING REVISION DETAIL :NUMBER DRAWING NUMBER DRAWING NUMBER -SECTION NUMBER RADIATION TYPE ACTIVE LENGTH CAPACITY (1W DIFFERENTIAL PRESSURE FREEZE PROTECTION THERMOSTAT -TEMPERATURE SENSOR MOTORIZED DAMPER CENTRAL POINT DIGITAL IN CONTROL POINT DIGITAL OUT CONTROL POINT ANALOG IN CONTROL POINT ANALOG OUT FIRE PROTECTION SCOPE OF WORK: I) THIS CONTRACTOR 1S RESPONSIBLE FOR THE COMPLETE- FIRE SPRINKLER DESIGN AND INSTALLATION NCLUDING: HYDRAULIC CALCULATIONS AND RETAILED -PIPING LAYOUT AzN1712ESIGR DESIGN MUST BE COORDINATED WITH CEILING, H.VA.C. DUCTIt014K LIGHTING AND STRUCTURE 2) THIS CONTRACTOR IS TO PROV#BE A- COMFUET€ ENGINEERED SYSTEM COMPLETE WITH CALCULATIONS AND FINAL DESIGN 17RAWMS SIGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER LICENSED N THE STATE OF WASHINGTON. THE CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS WIT4PIPINGAND SPRNKLER+IEAD LAYOUTS (SHOWN WITH THE ARCHITECTURAL REFLECTED CEILING PLAN) FOR REVIEW BY THE ARCHITECT ANDt IECHAN(CAL CONSULTiANTS. SHOP DRAWINGS APPROVED BY ENGINEER ARCHITECT, CITY OF PORT TOUNSEND, FIR MARSHALL AND OWNER'S [INSURANCE UNDERWRITER MUST BE APPROVED BY THE CONTRACTOR- PRIOR TO THE INSTALLATION OF ANY SPRINKLER PIPING ON THE INTERUOR- OF T44E- BUiLDI GY 3) PROVIDE COMPL €TI= SPRINI4L€R- SYSTEM COVERAGE FOR ALL SPACES. HAZARD CLASSIFICATION FOR ALL OCCUPIED AND UNOC %IPIM SPACES PER LOCAL CODE REQUIREMENTS. 2001 WSEC WMPLIANCE 1. HVAC EQUIPMENT SHALL HAVE MINIMUM PERFORMANCE AT SPECIFIED RATING CONDITIONS NOT LESS THAN THE VALUES INDICATED IN TABLE- 14- t-THROUGH 14 -3 OF THE WSEC AND AS-INDICATED ON THE CONTRACT DOCUMENTS. 2. PRO.VIDEDEADBAND BETWEEN HIEATING/COOLINS SPACE SENSOR SETPOINTS OF 5 DEGREES AS REQUIRED BY SECTION 14122 OF THE WSEC AND AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 3. HVAC SYSTEMS SHALL BE EQUIPPED WITH AUTOMATIC CONTROLS CAPABLE OF ACCOMPLISHING SETBACK OR 641TOOM N DURING UNOCCUPIED PERIODS AS FMMIRED BY SECTION 1412.41 OF THE WSEC AND AS DESCRBED IN THE TEMPERATURE CONTROL SEQUENCES. 4. PROVIDE SALANCING DEVICES IN ALL BRANCH DUCTS AND PIPE RUNS TO TERMINAL DEVICES AS REQUIRED BY SECTION 1412.1 OF THE WSEC AND AS INDICATED ON THE CONTRACT DOCUMENTS. S. ALL DUCTWORK SHALL COMPLY WITH SMACNA STANDARDS FOR CONSTRUCTION OF GALVANIZED DUCTWORK, ALL DUCTWORK SHALL BE SEALED AS REQUIRED BY SECTION 14141 OF THE WSEC. DUCTWORK STATIC PRESSURE AND SEAL CLASS: 44= GQLUMQN SEAL CLASS iz TO 2 €NC14ES SEAL TRANSVERSE JOINTS 2 TO 3 INCHES SEAL TRANSVERSE JOINTS AND LONSITVINNAL ABOVE 3 INCHES SEAMS AND DUCT WALL PENETRATIONS 6, ALL DUCTWORK SHALL BE INSULATED A$ REQUIRED BY SECTION 1414.2 (MINIMUM R =33) OF THE MC AND AS DESCRIBED IN SECTION 15250 OF THE PROJECT MANUAL. DUCT 51ZE5 SHOWN ON PLANS ARE NET, CLEAR DUCT SIZES, 1 ALL -PIPING SHALL BE INSULATED AS REQUIRED BY SECTION 441 M OF THE WSEC AND AS = DESCRIBED IN SECTION 15250 OF THE PROJECT MANUAL. S. INDIVIDUAL ZONE TERMINAL UNITS AND HVAC SYSTEMS SERVING PORTIONS OF THE BUILDING HAVING LESS THAN 24 -1-IOUR OPERATION SHALL BE SHUT OFF DURING UNOCCUPIED PERIODS AS REQUIRED BY SECTION 14321 OF THE WSEC AND AS DESCRIBER IN THE TEMPERATURE CONTROL SEQUENCES. 3. -SUPPLY AIR AND WATER TEMPERATURES SHALL-BE .AUTOMATICALLY RESET AS REQUIRED -BY SECTION 1432.2J AND 143222 OF THE WSEC AND A$ DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. 10. ALL AIR SYSTEMS SHALL BE PROVIDED WITH AIR ECONOMIZER CAPABILITY AS REQUIRED BY SECTION 1433 OF THE WSEC AND AS DESCRIBED IN THE TEMPERATURE CONTROLS SEQUENCES, IL AIR ECONOMIZERS SHALL BE CAPABLE OF PROVIDING PARTIAL COOLING EVEN WHEN ADDITIONAL MECHANICAL COOLING IS ITEOURED TO MEET THE REMAINOER OF THE - COOLING LOAD, -U SIMULTANEOUS HEATING AND CODLING TO TNpIv1DUAL ZONES SHALL BE PROHIBITED AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES EXCEPT WHERE PERMITTED BY SECTION 1435, EXCEPTIONS I AND 5 OF THE WSEC. 13. FAN SYSTEMS WHICH HAVE A CAPACITY OF 10% OUTSIDE AIR OR MORE AND 5,000 CFM MINIMUM SHALL HAVE A HEAT RECOVERY SYSTEM WITH AT LEAST 50X - EFFECTIVENESS AS REQUIRED -BY SECTION 1436 OF THE .WSEC - 14. VARIABLE FREQUENCY DRIVES SHALL BE PROVIDED FOR VARIABLE FLOW HEATING AND AIR HANDLING SYSTEMS AS REQUIRED BY SECTION 1438 OF THE WSEC AND AS DESCRIBED IN THE CONTRACT DOCUMENTS INCLUDING TEMPERATURE CONTROL SEQUENCES. 15, DOMESTIC HOT WATER CIRCULATION PUMPS $HALL BE SHUT DOWN DURING UNOCCUPIED PERIODS AS -REQUIRED BY SECTION W43 OF T44E WSEC AND AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES. TS. MINIMUM MOTOR EFFICIENCY SHALL NOT BE LESS THAN T+R FOLLOWING FOR WO RPM MOTORS AS REQUIRED BY TABLE 14 -4 OF THE WSEC: S2 €FF 1-5 8715% 1B -10 8915% 15 -25 31.1% 11, ELECTRIC RESISTANCE HEAT IS NOT PERMITTED. I8. CONTRACTOR TO ENSURE PROPER RECORD DRAWINGS ARE DOCUMENTED AS REQUIRED BY SECTION 1416.1 AND 14Vg2 OF THE WSEC I9. PROVIDE RECORD DRAWINGS -AND OPERATION DOCUMENTS AS REQUIRED BY SECTION 1416253 A40 +41624 OF THE WSEC. 20. PROVIDE CO-MMISSIoNING REQUIREMENTS AS REQUIRED BY SECTION 14ib2 OF THE WSEC. 21, PROVIDE AIR 'SYSTEMS BALANCING AND HYDRONIC SYSTEMS BALANCING AS REQUIRED BY SECTION 141&232 AND 141&233 OF THE WSEC, 22. BOLERS ARE TO BE STAGED AND MODULATED AS REQUIRED -BY SECTION 1412A 23. MINIMUM EFFICIENCY REQUIRMENTS FOR GAS FIRED BOILERS ARE NOT LESS THAN REQUIRED BY TABLE 14 -IF OF THE WBEC: PORT TOWNSEND CIT-r HALL ANNEX APPLICAPLE CODES BUILDING CODE - 1991 MECHANICAL CODE - 1991 FIRE CODE - +991 PLUMBING COPE - 200a NOTES 1. THE MECHANICAL SYSTEM SHALL CONSIST OF ALL WORK SHOWN ON DRAWINGS, DIAGRAMS, AND AS DESCRIBED IN SPECIFICATIONS. 2. INSTALL ALL MECHANICAL WORK AS HIGH AS ImOS'SiBLE, TIGHT, TO STRUCTURL ABOVE, UNLESS NOTED OTHERWISE. 3. THE MECHANICAL PLANS ARE DIAGRAMMATIC 114 NATURE AND DO NOT ATTEMPT TO SHOW ALL REQUIRED OFFSETS. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONSTRUCTION DETAILS. 4. ITEMS NOTED 'TYPICAL 'OR 'TYP' ON ANY SHEET APPLY TO THAT PARTICULAR SHEET. 5. COORDINATE WITH SPECIFICATIONS. M CASE OF CONFLICT BETWEEN SPECIFICATIONS AND DRAWINGS THE MORE STRINGENT SHALL APPLY. 6. PROVIDE NEC CODE MINIMUM HORIZONTAL AND VERTICAL WORKING CLEARANCE FOR ALL ELECTRICAL PANELS AND E=IFMENT: OFFSET MECHANICAL WOW AS REQUIR€P T. COORDINATE ALL - MECHANICAL WORK UT44 THAT OF OTHER TRADES TO ENSURE PROPER AND ADEQUATE INTERFACE OF THEIR WORK WITH THE WORK OF THIS CONTRACTOR PROVIDE COORDINATED SHOP DRAWINGS PRIOR TO FABRICATION AND INSTALLATION. 8. MECHANICAL EQUIPMENT SHALL NOT BE USED FOR TEMPORARY HEAT DURING CONSTRUCTION. S. ALL pUCTWORK SIZES SHOWN ARE INSIDE CLEAR ADD APPROPRIATE DIMENSION FOR INSULATION OR DUCT- LINER TO OBTAIN 'TOTAL' DUCT SIZE. 10. INSTALL COMBINATION FIREMICKE DAMPERS AT ALL LOCATIONS WHERE DUCTS PENETRATE FIRE RATED WALLS. DAMPER FIRE RATING SHALL BE 14/2 HOUR UNLESS NOTED OTHERWISE. COORDINATE DAMPER ACCESS WITH GENERAL CONTRACTOR IL REFER TO ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EXPOSED DUCTWORK DIFFUSERS, AND GRILLES. 12. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 4' -0' WITH OB X DUCT DIAMETER OFFSET, UNLESS NOTED OTHM4 5E- 13. PROV11DE CONCEALED DAMPER REGULATORS FOR ALL VOLUME DAMPERS OVER INACCESSIBLE CEILINGS AND SOFFITS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 14. PROVIDE TRANSITIONS AS REQUIRED TO CONNECT DUCTWORK TO FANS AND OTHER MECHANICAL EQUIPMENT. I5, PROVIDE DIFFUSER AND-GMLLE FRAMES COMPATIBLE WITFI,ARCHITECTURAL CEILING TYPE. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING TYPE. COORDINATE DIFFUSER AND GRILLE EXACT LOCATION WITH ARC44. PRIOR TO INSTALLATION. 16. COORDINATE EXACT LOCATIONS OF ALL ROOM THERMOSTATS AND /OR ROOM TEMPERATURE SENSORS WITH ARCHITECT PRIOR TO INSTALLATION. I' PROVIDE A VOLUME TAMPER FOR EACH SUPPLY, RETURN AND EXHAUST OPENING IN B?AOCHE-S WHERE THREE OR MORE OPENINGS ARE ASSOCIATED WITH THE BRANCH AND ELSEWHERE AS NOTED ON THE DRAWINGS OR SPECIFICATIONS. 18. PROVIDE F THICK DUCT LINER IN ALL RECTANGULAR RETURN AIR AND TRANSFER AIR DUCTWORK UNLESS NOTED OTHERWISE I9. COORDINATE EXACT LOCATION AND MOUNTING HEIGHTS OF ALL PLUMBING FIXTURES WITH CASEWORK AND ARCHITECTURAL DRAWINGS. 20, PROVIDE VENT FROM ALL GAS PRESSURE REGULATORS TO A SAFE LOCATION OUTSIDE THE BUILDING. 2L PROVIDE FLEX CONNECTION TO ALL DUCTWORK THAT CONNECTS TO EQUIPMENT. MECHANICAL - DRAINING LIST DIN. NO. DESCRIPTION SCALE MOA YMBOLS i FINING LIST 4 NOTES --- NT$ M02 MECHANICAL -SC EOQ-Es NTS. M.3 MECHANICAL SCHEDULES Nis MO SITE AND ROOF PLAN 1w = 1' -01 MIA FIRST AND SECOND LEVEL HYA.C. PLAN AS -SHOWN MI2 THIRD LEVEL H.VAC. PLAN DO M2.1 FOUNDATION AND FIRST LEVEL PLUMBING PLAN A9-SHOWN M22 SECOND AND THIRD LEVEL PLUMBING PLAN AS -SHOWN M3.1 HEATING WATER DIACsRAM ------ ----- - - - - -- - NTS M4U MECHANICAL DETAILS NTS M42 MECHANICAL DETAILS NTS SP STATIC PRESSURE Al ABBREVL4TIONS z AFF ABOVE FINISHED FLOOR Dist DOWN GPM GALLONS PER MINUTE MN MINIMUM $F SUPPLY FAN AHU AIR HANDLING UNIT DO DIGITAL OUTPUT HP HORSEPOWER NC NOISE CR€T'ERIAVNORMALLY CLOSED SK SINK Z DW3 DRAWING HWR HEATINS WATER RETURN NIC NOT IN CONTRACT SP STATIC PRESSURE Al ANALOG INPUT 0 AO ANALOG OUTPUT E/A EXHAUST AIR HWS HEATING WATER SUPPLY NO NORMALLY OPEN SPEC SPECIFICATION ARCH ARCHITECTURAL EAT ENTERING AIR TEMPERATURE ID INSIDE DIAMETER NTS NOT TO SCALE SS SANITARY SEWER BD BALANCING DAMPER EF EXHAUST FAN IS INVERT ELEVATION O/A OUTDOOR AIR ST STORM MAIN SIUT SUPPLY WATER TEMPERATURE BDD BACKDRAFT DAMPER EFF EFFICIENCY IN INCH OBD OPPOSED BLADE DAMPER OFF BACKFLOW PREVENTER ELEC ELECTRICAL INV INVERT OD OUTSIDE DIAMETER T/A TRANSFER AIR BHP BRAKE HOLE POWER ENT ENTERING JS JANITOR'S SINK PD PRESSURE DROP TOP TO BE VETERMINED TS TAMPER SWITCH BTUH BRITI5H THEWAL UNIT/HOUR ESP EXTEFNAL STATIC PRESSURE KW KILOWATT PRV PRESSURE REDUCING VALVE TSP- TOTAL STATIC PRESSURE CFM- CU61C FEET PER MINUTE EIIUT ENTERING WATER TEMPERATURE KWH KILOWATT PER HOUR PSI POUNDS PER SQUARE INCH CO CLEANOUT EXH EXHAUST L LOUVER R/A RETURN AIR TTIP 11yPfCA_ FIRE MAIN LAT LEAVING AIR TEMPERATURE RD ROOF DRAIN un WATER GAAGE GOVT CONTINUATION F FD FLOOR DRAIN LAY LAVATORY RF RETURN FAN V VENT cm COMPLETE WITH FLA FULL- LOAD ,AMPS Lea FOUNDS RM ROOM vEL VELOCITY DB DRY BULB DRY BUIG FLR FLOOR LWT LEAVING WATER TEMPERATURE RI' REFRIGERJAT PIPING yFD VARIABLE-FIRECUENGY DRIVE DEW GOLD WATER RPBFP REDUCED PRESSURE BACKFLOW PREVENTOR VTR VENT THROUGH ROOF DDC DIRECT DIGITAL CONTROL FPM FEET PER MINUTE MAT MIXED AIR TEMPERATURE MAX MAXIMUM RPM REVOLUTIONS PER MINUTE W WAStE DEG DECREE FS FLOOR SINK DHW -DOMESTIC HOT WATER FSD FIRE SMOKE DAMPER MBH 1000 BRITISH THERMAL UNITS PER HOUR RW RAN WATER LEADER WB WET BULB RUT AI TEMPERATURE WC WATER CLOSES DHWR DOMESTIC HOT WATER RECIRCULATING FT FPETROOT MD MOTORIZED DAMPER $/A SUPPLY AIR SUppLN DI DIGITAL INPUT GAL GALLONS MECH MECHANICAL SAN SANITARY MAIN DIA DIAMETER GPH GALLONS PER HOUR ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE. WA 98122 206 322 3322 TEL 206 322 9323 FAX A CA CHITECTS COM Afro ENGINEERING 1932 FIRST AVENUE, SUITE 307 Seattle, Washington. LISA 98101 Phone {206)TM --7779 Fax (206) 770 -6941 ISSUE DATE• 06 -18-04 MARK -DATE DESCRIPTION _ 6-18-04, BID DOCUMENTS i i SYMBOLS, DRAINING LIST & NOTES 6Ri4WK JP_----- - - - - - -- CHECKED- FL PROJECT NO_ VIEW: SHEET'. moul z W Z >� 0 0 ISSUE DATE• 06 -18-04 MARK -DATE DESCRIPTION _ 6-18-04, BID DOCUMENTS i i SYMBOLS, DRAINING LIST & NOTES 6Ri4WK JP_----- - - - - - -- CHECKED- FL PROJECT NO_ VIEW: SHEET'. moul RADIANT ZONE WHEDU LE ZONE ROOM ZONE SIZE fSQft) BTUH HEAT LOAD f$TUH/SQfT) HEATING ROOM TEMPEPATURE PIPE SIZE fN) COVER R -VALUE MEAN WATER TEMP f0ES'FP PIPE SPACiNSOKi GPM CAPACITY f$TAMISaFT) MAX CIRCUIT Li T`H(f ) REMARKS WA LOBBY _ -0030 _ 6749 16_1 68- _ - 314 - 0 -- 130 - 12 0-1 Il5_ ISO 1 1015 LOBBY B 121.0 110 09 68 1/2 0 130 12 _ 001 _ 115 -- 350 -- I 102 CONE. RM 221.0 202 09 68 IR 0 130 9 0.02 115 350 1 103 CASHIER 89.0 81 09 b8 112 15 130 9 0.01 115 350 1 104 FINANCE OFFICE 430,0 393 09 b8 3/4 15 130 T2 024 Il5 150 1 7044 FNANM OFFICE 1500 1119 15 68 lit' I5 130 9 03I Ila 350 1 1041' SQUT44 #ALL 2280 3125 431 J00 412 I5 ISO 3 ON il5 350 4 I05 DIRECTORS _ 160,0 2199 11.5 68 112 J5 125 130 - 11w - - 9 _ 9 028 0.13 Ila 175 350 350 1 1 106 ACCT'S MANAGER W-0 1311 SS 68 -112 101 PAYROLL 1500 1311 8.8 68 IR 15 130 S 013 Ila 350 1 108 BREAK 2000 1246 62 68 112 15 130 9 0.12 115 350 1 109 WORK RBI 4 STORAGE 255.0 236 09 b8 112 15 130 9 0,02 na 350 I To STORAGE 150D 1240 83 b8 it? 18 130 12 012 175 350 1 III WASHROOMS 210,0 -839 40 68 It2 i5 130 12 0.08 Il5 350 I 113 SHOWER 480 158 J6b && I* J5 130 12 0,08 JIB 350 I 201 LOBBY 168 141 09 68 1/2 is 130 12 0 .01 16.5 350 2 203A RECEF"I"ION A1REA 201 1864 9.0 b8 112 15 130 9 0.19 18 350 2 298 VALLWAY 150 661 4A 68 112 15 130 12 0.01 I&S 350 2 205 CITY MANAGER- 205 21@l 102 b8 112 4S J30 9 021 IS 350 2 205A CITY CLERK, 150 106 41 68 1/2 15 130 9 Vol 15 350 2 206 CITY ATTORNEY 150 922 b l 68 112 15 130 9 009 18 350 2 2211 COW. RM / LI@ ISO ID& Al 62 in i5 130 9 001 i8 350 2 211 .WASH 496 263 1,4 b8 IO2 15 l30 12 003 165 350 2 301 LOBBY / PERMIT INTAKE 598,0 026 22 68 1/2 15 130 9 033 IS 350 2 302 COW IRM (SMT LL) 99m 631 10 be In f5 130 9 001 18 15550 2 303 SO-WEST UDC AREA 34&0 2304 ffr 68- 1/2 15 w 9 023 0 354 2 3 @3A SO -EAST WORK AREA 336.0 2345 1.0 68 112 15 130 9 023 18 350 2 3035 FILES / STORAGE 266.0 618 25 68 112 15 130 12 0 .07 165 350 2 304 OFFICE 150.0 2111 141 68 112 15 130 3 021 18 380 2 30111, WEST WOW AREA 633fd ',1591 5:7 68 3/4 la DO 42 0:4 165 l50 2 305A WOW, AREA 230A 315 Jb 62 112 15 130 9 004 IS 350 2 308 WASH RM 50.0 211 43 68 112 15 130 12 0.02 165 350 2 309 EQMT. 4 WORK RM 3135 512 Ib 68 1/2 1S 130 9 005 18 350 2 310 C NF. RM (LAR'sE) 350.0 1561 5b 68 5116 15 130 10' PANEL 020 17 350 2 I RADIANT PIPING IN W CONCRETE 2 - RADIANT PIPJNGJN J IV QCNCRELE PUMP SCHEDULE DESCRJPTIOI /TYPE MANUFACTURER MODEL NUMBER ACCESSORIES .NOTES S -1 SAY 'iRILLE TITUS TAG OBD DESCRIPTION TYPE _ -- MANUFACTURER SERIES -- MODEL FLOW ffsPM} LimiD TEMP IDEG.f} HEAD (FT) MOTOR 4WP) POWER 42011/60 SPEED LRFIM) 12M REMARKS P 4 HEATINCs WATER PUMP tN tiNE CIRCULATOR ARMSTRONEs 4380 15x45xe 19 180 259 1/4 1,3 P -2 I RADIANT FLOOR HEATING MATERIRS iP N -LINE CIRCULATOR ARMSTRONG ,A57RD 50 4b 120 I5 00 WATTS 120/1160 3000 1 P -3 05- DOMESTIC WATER CIRC PUMP N -LIFE CIRCULATOR ARMSTRONG ASTRO 20811 1 120 1 5 110 WATTS 12011160 3000 1,2 NOTES: 1) CAST IRON C4')NSTR4TiQN 2)SRONZE FITTED, SUITABLE FOR POTABLE WATER USE 3) PUMP TO BE SUPPLIED WITH VARIABLE FIR QUNCY DRIVE 208/316@ 20813160 NEAT RECOVERY CFM 825 525 910 OUTDOOR AIR DIFFUSERS AND GRILLES SCHEDULE EQUIF' MENT TAG- DESCRJPTIOI /TYPE MANUFACTURER MODEL NUMBER ACCESSORIES .NOTES S -1 SAY 'iRILLE TITUS SVORL OBD 1 5 -2 CEILING TYPE TITUS TITUS Me 060 1 9-3 CEILING TYPE TITUS TITUS P65 1 I 6-4 ROUND TITUS TMR AIRFOIL I R -1 CEILING OR SIDEWALL TYPE, STEEL BORDER TITUS 350RL 3/4 I R -2 CEILING OR SIDE11.1e1-1- TYPE, STEEL BORDER TITUS 3508- OBD 1 NOTES 1 PROVIDE DIFFUSERS AND GRILLES WITH BORDER STYLES THAT ARE COMPATIBLE WITH ADJECENT WALLS AND CEILING SYSTEMS INFER -fO ARCHITECTURAL ORAWNGS FEAT RECOVERY VENTILATOR TAG 14RV -1 HRV -2 HRV -3 LOCATION let floor 2nd floor 3rd floor MANUFACTUER 5EMC0 5EMC0 SEMCO MODEL FV -10@0 FV -600 FV -10@0 *"N-Y FAN VOLUME XFM) 825 525 910 EXTERNAL STATIC f1N VC) 1 4 I FAN TYPE AIRFOIL AIRFOIL AIRFOIL FAN SPEED (RPM) LOW SPO 1625 MED SPD MOTOR (w) 3/4 IR 3/4 POWER SUPPLY 2@8!3/60 2 @81316@ 2 0813/60 RETI.M FAN YOLUME ICFM) 225 S25 S10 EXTER44L STAT4GfdN WC) 05 05 05- AN TYPE AIR -M AIRFOIL AIRFOIL AN SPEED fRF'M7 LOW SPD 11625 IIED SPD MOTOR (HP) 314 112 3/4 POWER SUPPLY 2087316@ 208/316@ 20813160 NEAT RECOVERY CFM 825 525 910 OUTDOOR AIR EF -6 3RD FLOOR EQUIPMENT AND WORK ROOM ROOFTOP foe 22 22 22 LDS 586 518 51,4 LWB 446 442 442 €XI -!41185 Aitc G13-10 165 0315 EDB 12 12 12 EWB 51 51 51 NOTES. I I' DEEP 30% CARTRIGE FILTER SECTION 2 INDOOR UNIT C/W HOA STARTER AND INTERNAL WIRING 140T WATER CaENERATOR MARlK }�U:rt -1 LOCATION MECHANICAL ROOM SERVICE DOMESTIC HOT WATER MANUFACTURER AO SMITH MODEL I HWCs 80V EDW40-I5 AATQiG 447ATER EWT- DEG F 180 LWT_DEG F -- 160 - -3 GPM 255Q-10 DOMESTIC WATER EWT DEG F 40 LWT: DEG F 120 RECOVERY fGPH) fib -STORAGE LGAL} 80 PRESS DROP- FT 1038 TANK VOLUME 800 ELECTRICAL AMPS 5.0 VOLT 420 Ef -3 NOTES- EXHAUST FAN SCHEDULE EQUIPMENT TAG SERVICE TYPE MANUFACTURER MODEL AIR FLOW LCFM) E. S P. (N WC} FAN 1RFIM) DRIVE TYPE MOTOR fJ4P) POWER REMARKS €F -4 4ST FLOOR WORK ROOM AND STORAGE 4N -LINE CABINET GREENHECK 255Q-10 200 .0315 4425 BELT 025 12ffi117b0 I 4 F-2 IST FLOOR CONFERENCE ROOM N -LNE CABINET GREENHECK BSQ- -v 200 0315 1425 BELT 025 12011160 1 Ef -3 2ND TOOR DOC MIMW VIEWING ROOM N -LNE CABINET GREENHECK 5SQ -10 100 0315 1140 BELT 025 120/1160 1 1 RP-4 2ND FLOOR EQUIPMENT AND WOW ROOM IN -LINE CABINET 6REENHECK BSQ -10 250 0315 1595 BELT 025 120/1160 1 EF -5 2ND FLOOR CONFERENCE ROOM IN -LINE CABINET GREENHECK 560-10 200 0315 1425 BELT 025 12011160 1 EF -6 3RD FLOOR EQUIPMENT AND WORK ROOM ROOFTOP GREENHECK GS -10 200 0315 1300 BELT 0.11 120/1160 1 EF -1 2ND FLOOR CONFERENCE ROOM IN-LINE CABINET GREENHECK G13-10 165 0315 1320 BELT 025 12011/60 1 EF -8 SIG3J -4GH7 PROPELLOR CREATIVE ENERGY TEGHNOLX1E K ID 0 J00 1 Ll 4MP V DG 1, 2 4F-S SKYL4GHT f%1OPELk OR CREATIVE ENERGY TECHNOLOGIES AT-124K4T 500 0300 4100 DIRECT JAI AMP 42 V DC 4,2 EF-V 1wor 1PIOpELLOR CREATIVE E4 Y TECHF4OLOGIES AT -=T 500 03M 1900 VRECT 4 }1 Alp 12 vnr. 112 EF-11 ROOF I PROPELLOR I CREATIVE ENERGY TECHNOLOGIES AT -IXIT 50@ 0300 1100 DIRECT 1,11 AMP 12 V DC L2 NOTES: L BAQrDRAFT DAMPER 2- PROVIDE AND INSTALL FAN 1111714 20 WATT SOLAR PANEL AND MODEL AT -10 TEMPERATURE CONTROL SW1TCk PROVIDE AND INSTALL 12 VOLT WIRING BETWEEN FAN, SWITCH AND SOLAR PANEL HQT WATER 804LER MAWC 1314 LOCATION MECHANICAL- ROOM SERVICE HEATINCs WATER SYS MANUFACTURER FULTON MODEL PULSE PHW 300 L 201, 2034, 2038, 204,205,206,201,20% 211 TYPE PROPANE CAPACITY M -5 INPUT- MBH 300 OUTPUT MBH 210 WATER EWT DEG f 100 LOT. DEG 180 MAXIMUM FLOW GPM 10 PRESS-DROP. FT Z FLUE SIZE- IN 3 ELECTRICAL AMPS 40 f10WER 12011160 SIZE - LENGTH 318' WIDTH 2115' HEIGHT (00' v 14 4)JEIGHT= LBS i NOTES• PROVIDE WITH SEALED COMBUSTION DISTRIEIMON PANEL SCHEDULE EQUIPMENT TAG LOCATION ZONES SERVED M -i flOR14GE ROM 4025 101,1018,102, M, 443 M -2 STORAGE R00M 110 103, 04.104A, MMB, WS, 106, 101, 108, JOS,110 M -3 MECHANICAL ROOM 208 201, 2034, 2038, 204,205,206,201,20% 211 M -4 CLOSET 303, 303B, 304,30&, 305A, 308, 309, 310 M -5 LOBBY 301 301, 302, 303A NOTES- A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX A CA CHI TECTS CCM rl� ENGIN€ €RING 1932 FIRST AVENUE, SUITE 307 Seaitle, WashIngfon USA 98101 Phone (206)770F7779 Fax (206.) 77D -5249 ISSUE DATE 06 -18.04 K HATE DESCRIPTION 6.1 B 041 BID DOCUMENTS i MECHANICAL SCHEDULES SCALE _ NTS DR91NN, JP CHECKED FL PROJECT NO - N 441 M0.2 z 0 ,y rZ W !u Z NSA z 4c a a v 14 ISSUE DATE 06 -18.04 K HATE DESCRIPTION 6.1 B 041 BID DOCUMENTS i MECHANICAL SCHEDULES SCALE _ NTS DR91NN, JP CHECKED FL PROJECT NO - N 441 M0.2 PLU BTNG ROUGH -iN SCHEDULE EQUIPMENT TAG DESCRIPTION/TTPE LOCATION ROUGH -IN CONNECTIONS (INCHES) REMARKS -WASTE VENT COLD WATER HOT UdATER WC -I VATERCLOSET/FLOORIMOLNTED WASHROOMS 4' 2' I -vr - HEATTNG WATER WC -2 HANDICAP 'WATER CLCW*LOOR MOUNTED WASHROOMS 4' 2' 1 -112' - 0.14 UR -1 URINALAUALL HUNG WASWROO -iS 2' i -V2' 1 -1/2' - WE NOTE 2 LAV -1 HANDICAP WALL HUNG LAVATORY WASHROOMS 1 -1/4' 1 -1/4' 1/2' 1/2' 02 SK -i LOUNGE SNK/SNGI-E COMPARTMENT HRV -3 1 -1/2' 1 -1/4' 1/2' 1/2' 58 SH -I SHOWER 97 2' 11/2, 3/4' 3/4' 18 US-1_ JANITOR SINK/FLOOR MOUNTED — _— JANITOR'S ROOM 2' I -V2' 3/4' 3/4' 180 OF-I DRWING FOINTAKIDUAL 39(mL 24 I -t/4' 1 -I /4' faj - MYSON INC 1413-1 406E BIB REFER-TO MEC9- DWGss9 - 150 3/4` - i8 HB HOSE BIB MECHANIGAL'ROOM MTSON INC - 3/4' Im 180 150 FLOOR ORAN WASHROOMS 3' 2' - UVW AREA 314 SEE NOTE I FD -2 FUNNEL FLOOR DRAIN MECHANICAL ROOM 3' 2' 0.12 24 SEE NOTE 1 NOTES! I USE THIS SiZE FLOOR OMAN CONNECTIONS UNLESS NOTED OTHERWISE ON PLUMBING PLAN ORAW0455 2. PROVIDE 11/2` COLD WATER-STUD WITHCAI� BEHIND WALL FOR FUTURE -USE. 3 TRAP -AND PRIME ALL FLOOR DRAINS GOtL- SCHEDULE TAG MANUFACTURER SERVICE MEDIUM GF M "AV FT7M MSH EAT LAT EWT LWT FLOW APD . WPD GPM C -1 ENGINEERED AiR HRV -1 HEATTNG WATER 825 532 1545 58 l5 180 5(3 0.14 0.55 04 C -2 ENGINEERED AIR HRV -2 HEATING: WATER 525 531 1045 58 16 180 93 023 051 02 G -3 ENGINEERED AiR HRV -3 HEATING, WATER 9l0 581 1933 58 15 180 97 016 051 05 PANEL -TUB-E RADiATION SCHEDULE TAG LOCATION MANUFACTURER TYPE COLUMNS CAPACITY (MBH) EWT (DEG. F) LWT CDEG_F)- GPM LENGTH CINCHES) HEIGHT (INCHES) REMARKS 156-1 STAIR I FIRST FLOOR MYSON INC COLUMN RADIATOR 2 310 ISO w 3'1.25 48 IS TYPE 80-2 STAIR I SEGON9 FLOOR MYSON INC COLU"K RA9tATOR 2 250 ISO Be 017 32 I8 1500 55-3 STAIR 1 THIRD FLOOR MYSON INC COLUMN RADIATOR 2 250 t80 150- 011 32 t6 IL BB -4 HALLWAY 313 MYSON INC COLUMN RADIATOR 3 530 180 150 035 48 18 15 BS -5 HALLWAY 313 MTSON INC COLUMN RADIATOR 3 210 180 150 0.16 24 I8 I6 55-6 LOBBY 312 MYSON INC COLUMN RADIATOR 2 180 180 150 0.12 24 i8 3RD FLOOR 135-1 WORK AREA 314 MTSON INC COLUMN RADIATOR 2 Im 180 150 012 24 IB 15 BB -8 UVW AREA 314 MY5ON7 NC COLUMN RADIATOR 2 1.S® ISO 150 0.12 24 18 B15 -9 WOW .AREA 314 I4YSCRi4C COLUMNRADJ,4TBR 2 180 I80 150 @12 24 I8, SS -10 WORK AREA 314 MY30NtINC COLUMN-RADIATOR 2 190 180 Be V12 24 A3 SB -ii WORK AREA 314 M TSOK iNC COLUMNRAOtATOR 2 T80 180 150 0.12 24 48 120 8B -12 OFFICE 315 MYSON INC COLUMNIZADIATOR 3 4.40 ISO 150 029 40 18 DDC O1r-ICE 315 MTSON INC COLUMN RADIATOR 3 4.40 iSO 150 029 40 IS 16 55-14 OFFICE 316 MYSON INC COLUMN RADIATOR 3 210 ISO 150 018 24 IS 114 AdR€DIRT SE- PARATOR $CkEDULE EQUIPMENT TAG EQUIPMENT LOCATION SERVICE MANLFACTURER MODEL NUMBER PRESSURE DROP (FT) SYSTEM GPM REMARKS A5 -1 REMARKS HEATNG WATER SPiROVENT VJRI25TM 1.0 5.0 SEE NOTE 1 NOTES- 1 C/W AUTOMATIC AiR VENT AND DRAIN VALVE FOR DiRT FLUSH OUT PiPE ORAN VALVE TOFLOOR DRAM MECHANICAL EQUIPMENT LIST EQUIPMENT TAG, EQUIPMENT DESCRIPTION EQUIPMENT LOCATION LOAD VOLT PH EQUIPMENT STARTER CO ITROL REMARKS MCA HP S 1 C S 1 1 C JTTPE S 1 C TYPE 25 FEAT RECOVERY VENTLATORS SO 1 115/1160 WITH GROUNDED PLUG DHWH -2 BELOW SiNK (RM 108) AD. SMiTH ELC -2 2.5 1500 SO 7 115/1/60 WITH GROUNDED PLUG NOTE. 1 TOM SUPPLIFD WITH NO HCFCs 14RV -1 HEAT RECOVERY VENTILATOR IST FLOOR 111 IL 208 3 15 15 I6 15 15 5 INT 15 15 15 DOC NOTES I AND 2 HRV -2 HEAT RECOVERY VENTILATOR 2ND FLOOR 122 208 3 15 15 I6 15 B 15 INT 15 15 15 DDC NOTES I AND 2 14RV -3 HEAT RECOVERY VENTILATOR 3RD FLOOR 111 208 3 15 15 16 L9 15 15 INT 15 15 15 DDC NOTES i AND 2 sxwAuST F" EF-T 1STI =LOOR NLNE t/4 120 1 15 15 16 16 i6 16 HOA I5 15 15 DDC EF -2 1ST FLOOR iNLNE 114 120 1 15 15 16 16 16 16 HOA 16 15 5 OCC EF -3 2ND FLOOR INLINE 114 120 1 15 15 I6 I6 16 i6 HOA I6 15 15 OCC EF -4 2ND FLOOR NLINE 1/4 120 1 15 15 16 16 16 16 HOA 16 B 15 OCC LF -5 2ND FLOOR NLINE 1/4 120 1 15 15 I6 I6 16 16 HOA 16 5 15 OCC EF -b 3RD FLOOR ROOFTOP 1/6 120 1 15 15 16 16 16 I6 HOA 15 15 15 DDC BF-1 21RD FLOOR INLNE 1/4 120 1 15 15 16 16 16 _ -I6 HOA 15 IS 15 DDG AIR 4TI©r4tifrtiilT AC -1 SERVER ROOM r AIR C 74DITICNING SERVER ROOM 1 120 1 15 15 16 ' I6 16 16 HOA 15 0115 TSTAT AC -I SERVER ROOM Aiit CONDITIONING ROOF i1 208 1 15 15 16 16 16 16 HOA S 15 15 TSTAT BOILERS 5-1 GAS FIRED TUBE CONDENSING BOILER SLOG 2 BOILER ROOM 4 AMP 120 1 15 15 16 15 I5 16 HOA 15 15 15 DDC 110-1 HEATING WATER PUMP MECHANICAL ROOM i/4 120 1 15 15 16 B 15 16 VFD 15 15 T5 DDC NOTE 3 P=2 RADIANT FLOOR HEATING, WATER PUMP MECHANICAL ROOM flV WATTS 120 1 S I5 16 15 15 16 HOA 15 15 15 IDVC P -3 DOMESTIC WATER PUMP HWG -I 110 WATTS 120 1 15 15 16 15 15 16 HOA 15 15 1 15 DDC HOT WATER GENERATOR HWG -I DOMESTIC HOT WATER HEATER MECHANICAL ROOM 5 AMP 120 1 15 15 16 15 15 15 NT 15 15 15 DDC 04." -1 UNDER SINK WATER HEATER MECHANICAL ROOM 1500 W 120 1 S 9 16 15 15 15 NT B 15 15 DDC D AWd -2 UNDER SINK WATER HEATER MECHA"CAL ROOM 1500 W 120 1 15 IS 16 l5 15 15 INT 15 15 15 DDC FIRE PROTECTWN TS SPRINKLER VALVE TAMPER SWITCH 120 1 PS SPRINKLER PRE55URE SWITCH 120 1 FS SPRINKLER FLOW SWITCHES fl PER ZONE) 120 1 MISCELLANEOUS _ FN40NE LINE TO DDC SYSTEM ! 1ECI74NICAL ROOM 120 } DDC PANELS 0 PER FLOOR) MECHANICAL ROOM 120 r MAN = MANUAL STARTER DEFINITIONS. VOLT - REQUIRED SUPPLY VOLTAGE NOA - MAGNETIC STARTER CAU HAND /OFF /AUTO SWITCH 4 AUX STATUS CONTACTS PH = POWER PHASE MAG - MAGNETIC STARTER C/W AUX STATUS CONTACTS S = SUPPLIED BY DIV. iNT - INTEGRAL PART OF UNiT 1 = INSTALLED BY P1V VFO = VARIABLE FREQUENCY DRIVE C = CONNECTED BY DIV OCC = OCCUPANCY SENSORY (SUPPLIED AND INSTALLED BY DIVISION N6 FOR LIGHTING CONTROL SW = WIRED TO WALL SWITCH/STARTER (SUPPLIED AND WIRED BY DIV iS) NOTES 1) ALL DISCONNECT SWITCHES BY OTV I6 TSTAT = CONTROLLED BY THERMOSTAT (120V) (SUPPLIED BY DIV 15 AND WIRED BY DIV 16) 2) SINGLE POINT CONNECTION TO UNIT LIGHT - WIRED TO LIGHT SWITCH 3) REMOTE MOUNTED VSD SUPPLIED 8Y DIV S DC = CONTROLLED SY DDC SYSTEM WIND TO FAN BY DIV I6 VS = VARIABLE SPEED CONTROL -DITCH (SUPPLIED BY DIV_S.) SMOKE - FAN TO BE SHUT DOWN ON SIGNAL FROM FIRE ALARM (HARDWIRED BY DIV 16) ANINUNC - FAN TO BE CONTROLLED IN FIRE SITUATION FROM ANNUNCIATOR PANEL (ALL WIRING BY DIV. 16) TRLOCK WITH FIRE ALARM - FAN TO START ON SIGNAL FROM FIRE ALARM M (ALL WIRING BY DIV 16) POENT F USE WATER HEATER SCHEDULE SQUIPMENT MARL- LOCATION MANUFACTURER MODEL VOLUME GAL NPUT WATTS TEMP RISE. DEG-F RECOVERY RATE-(GPH) POWER REMARKS H -1 ACCEPTANCE VOLUME (GAL) GREENHECK GRS -16 ROOF SUPPLY 910 0.01' H -2 VERTICAL ASME TANK GREENI-ECK OHW14-1 BELOW SINK (RM 301) AD SMITH ELC -2 25 1500 SO 1 115/1160 WITH GROUNDED PLUG DHWH -2 BELOW SiNK (RM 108) AD. SMiTH ELC -2 2.5 1500 SO 7 115/1/60 WITH GROUNDED PLUG NOTE. 1 TOM SUPPLIFD WITH NO HCFCs 0 lm m Z IL NOTES- ROOF HOOD SCHEDULE MODEL EQUIPMENT TAG TYPE MANUFACTURER MODEL LOCATION CFM STATIC PRESSURE H -1 ACCEPTANCE VOLUME (GAL) GREENHECK GRS -16 ROOF SUPPLY 910 0.01' H -2 VERTICAL ASME TANK GREENI-ECK GRI -I6 ROOF RELIEF 9l0 0A6' 14-3 vERTiCAL GREENIHECK GRI -T2 ELEVATOR VENT VERTICAL TANK AMTfdOL NOTE5 2 125 8 EXPA4NVON TANK SCHEDULE EQUIPMENT TAG MODEL LOCATION TYPE EQUIPMENT TAG LOCATION TANK DESCRIPTION I MANUFACTURER MODEL VOLUME (GAL) ACCEPTANCE VOLUME (GAL) TANG DIAMETER (INCHES) TANK LENGTH (INCHES) ARRANGEMENT REMARKS ET -1 MECHANICAL ROOM VERTICAL ASME TANK AMTROL AX -80V 444 227 16 5b vERTiCAL AC -1 ET-2 11EGHANtC#L f2FJOM VERTICAL TANK AMTfdOL ST -5 2 125 8 12 '518 vEh?TIC #L 1, 2 4 NOTES L FIXED BLADDER (FDA APPROVED BUTYL) 2 TANK SUPPLIED WITH 5EISMC MOUNTING KIT 3. AIR CAAWSING VALVE PRESSURIZED TO S PSL 4 TANK SUITABLE FOR DOMESTIC WATER USE NOTE. 1 TOM SUPPLIFD WITH NO HCFCs AiR CONDITIONING UNIT SCHEDULE EQUIPMENT TAG MODEL LOCATION TYPE REFRIGERANT COOLIES16t CODLJWS AIRFLOW SEER INDOOR UNIT OUTDOOR -UNIT -- SENSIBLE MBH TOTAL MSH CP1 MCA POWER FLA POWER AC -1 CUSTOM C471iROLS COMPANY K50951 / CL0JS1 -SERVER VAULT WALL MOUNTED R -4010 t0 125 350 M5 1 115/1/6&'1 14 208/V60 NOTE. 1 TOM SUPPLIFD WITH NO HCFCs A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX A CA CHITECTS COM oklmew ENGINEERING 1932 FIRST AVENUE, SUITE 307 Seeitle, Washington USA 98101 Phone (206} 770 -(If Fax (206) 770 -5941 i EXPIRES (� �p /� ISSUE DATE 06.18-04 MARK DATE DESCRIPTION 1 6-18-041 BID DOCUMENTS MECHANICAL SCHEDULES SCALE NTS DRAWN - -- ip - -- -- - - - CHECKED. _ FL PROJECT NO _ VIEW SHEET M0.3 z 0 Wi� Yc u X 0 z 0 lm m Z IL ISSUE DATE 06.18-04 MARK DATE DESCRIPTION 1 6-18-041 BID DOCUMENTS MECHANICAL SCHEDULES SCALE NTS DRAWN - -- ip - -- -- - - - CHECKED. _ FL PROJECT NO _ VIEW SHEET M0.3 Y 40M GAOL PROF BURIED. PROVII COVER (74 i3 M CLEARMCE R 9 M�3 tu Z V D 11RIM e" TRNE (@s$.. KITE ROOF PL- M lYlt 1 SCALE. Mr. 1'-O' NORTH NORTH ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX A CA CHITECTS COM ENGINEERING 1932 FIRST AVENUE, SUITE 307 &Lattla, Wa— ghfagton. USA 981011 -Phofm (206) 770=7779 Fax (206) 770 -5941 I id �l iiilYl� /,Fll //J:7 z 0 i I z i C) Pig Z Cl I Z 11 X Z 0 Z IL ISSUE DATE: 05 -1&-04 MAW DATE DESCPJPT40N SATE ANA ROOF PLAN CNECIEA: FL VIEW: �M1.0 Q - -- 0--- – — 0-- A B - G P ! ! 1 1 1 NOM L C INATE, RAPIANT FLOOR. A Q Q 6> 4g 1z .. a 12? . 200 is PROJECT fl1 RSA' LEVEL PLAN ML1 LE. SCA 1/S' , V-O' NORTH 3 iII I _ I I ,III ,-a•a �INTAKE reRulNO3 1-614, ,--s'm i�EMRl•F'� z 0 ILE J I - - . 0 WERE ROME Z 40 Q x Am 4c 6S 2@0 V 6:: a:: Q 24 �J 244" QK 6'XG" Q ® 24 14.. 410 $OILER FLUE `- -24' HOUSEIGEEPMG ra'0 FIRE MAD4 GENE PAD COORD. W/ ARCH. �1MEI HAMQAL ROOM ELEVATION M1.1j SCALE. Mr. r-w l MAIN HWS/FIWR UP- HWB/M R DN - 0 I 0 ` � BOILER- PAD Tai -BE- BOILERFUZE. TF�C3 -k 4 @'xl2b'x2,5'. WALL ABovE LOUVER. FUTURE BOILER LOCATION EWA1WrCMLLE -OMER COMUSTIM A t INT'AiW (21 SF FREE AREA) SUPPLY INTAKE Q2& W I FWrz AREA? -1 P -2 _ BELOW- 13 F HEATING WATER P -I ABOVE 18� F HEATING WATER M-3 �f s "o HWS TO FLOOR lHEATWGn4NIFOLM. PROJECT NORTH Ix 12'x12' c -2 . DAMPERS. TYP wa7=0' TO b" o \ \ 8"0 R G E I 11 I I I 1 I I i NOTE: 1. C400WINATE RADIANT FLOM — - = - - - - - - PIPING WITH FLOOR DRAMS. @3 Tf j I a mil. jRi -28138 tR UP (' 124 W' I @� FREERAMA� LEVEL 13ASP -WA W M-4_ _ - /j HEATERS. 1I Trn WIN IN ERROR E --91- o 05 n I 1 1 A 0 RP -203A L 0„ y - � i - -2 -- - - - - -- 2- -_ - - - - GAP FOR FUTURE. 9 KOM IQ) I ul w I / I /// © © - NOTE: L ODORDWATE -NEW fVE INSTALLATION WITH SELECTIVE RZ -2 @I I DEIMOLiTION- SEE 1412 1 '1 2. PIPES CAN GAN 8E EXPOSED FN OLD kb& - COOW WITH HISTORICAL ARCHITECT. PROJECT �►q�R. oY BOND LEWL PLAN QUO - 11111 SCALE. 1W . T-O' CAP ANA ENO ABOVE CEILING. Try CAP AND END NE•3R-fLOOM ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX A CA CHITECTS COM ENGINEERING %32 FIRST AVENUE, S{ifTE 30T Seale _ Washington.. USA 98401 Phone 06177 -0-7779 Fax (208) 770 -5941 EXP RES z 0 . 0 WERE ROME Z 40 W x Am 4c 6S 2@0 V 6:: a:: Q 24 �J 244" QK 6'XG" Q ® 24 14.. b' PROJECT �►q�R. oY BOND LEWL PLAN QUO - 11111 SCALE. 1W . T-O' CAP ANA ENO ABOVE CEILING. Try CAP AND END NE•3R-fLOOM ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX A CA CHITECTS COM ENGINEERING %32 FIRST AVENUE, S{ifTE 30T Seale _ Washington.. USA 98401 Phone 06177 -0-7779 Fax (208) 770 -5941 EXP RES ISSUE DATE: M1S434 MARK DATE DESCRIPTION B- 1 &D4�BlD DOCUMENTSDOCUMENTS f RST AND SWOND LEVIEL HIM AX. PLAN SCALE. AS SHOWN DRAWN: JP CHECKED: FL I PROJECT NO: VIEW: SHEET: m 1 -al z 0 . 0 WERE ROME Z 40 W x Am 4c Z Z 14c ISSUE DATE: M1S434 MARK DATE DESCRIPTION B- 1 &D4�BlD DOCUMENTSDOCUMENTS f RST AND SWOND LEVIEL HIM AX. PLAN SCALE. AS SHOWN DRAWN: JP CHECKED: FL I PROJECT NO: VIEW: SHEET: m 1 -al u 20 40 5-i 5ID bID 5 -Z 8ID •? RID G)---- R -1 R-f iIDID R -1 b"xb" 1� -R-4- ON R•1 23ID b'F -0ID S -4 by Wms I. CO INATE RADIANT FLOOR P1PM en114 FLOOR DRAfNS. A }I 4 1 T PROJECT Ol N-MIRD LEVEL -MAN-, ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAx A CA CHITECTS COM ,&Veen ENGINEERING 1932 FIRST AVENUE, SUITE 307 Seattle, Washington. USA 96101 1�h 7m7 Fax 779 ,206 770 -5941 z 0 MR z RIj 0 Z X ul j Z flom 0 I! IL 04 ISSUE DATE: 06 -18-04 A9Pr E DMAE Ms "T 6-18 -04 BID DOCUMENTS THIRD LEVEL H.VJLC. PLAN SCALE: 118" =1'-G' CHEMa'— Fl- PROJECT NO MiEETM1.2 1 �{ 7 I I� I i I 4 I• f I 1 S I I G r I ai FOIlI�AZI�N P�.AN xo D E 1 I 1 -21 MA BEE CIVIL I I FOR�TIOI6 - 4 ='5S.. CIVIL - - -- - _ ..EOR.OLwJNUAT om- - - 1 { I 4 i I 11 l� I o � i� I; I I �I 30 A $ G D E I I I I I I I I I I I 11 4" BS UP t DN. 141 BB UP t DN I I I uyl I FIRE RISER LOCH a4 i m I� } 11,2" PR PANE up < nw lUi" VT UP 1 / I I FD EN 1 FIRE DEPARTMENT - - CONMECTION AT 42• COAB CT I 1 ABOVE GRAPE. BFP IF F � I Df IfUH =2 792 - 2" - - I 1 1 ! I HB•I Q 9j{, I OI o o a o 1 a I ° SK-1 G i I - illT T � _ l � - I HB -1 0 rim MOO 1 '0 PROM\T 02 FtR$T LEVEL PLAN Ill�zz T scuts. yr . iMr I%t aau ON. 7G 2' DOW P` t rK 44, PMW I 4" BB Dr O i ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAx A CA CHITECTS COM �� ENGINEERING 1932 FIRST AVENUE, SUITE 307 Seattle, Washington. USA 98101 Phone (206) 77D -7779 Fax (206) 770 -5941 z rs� J 0 IL > z 0 ROM I IMF cl 0 4c x Im Z Z ot cl z Ad 0 1 I ISSUE DATE: 011 -18-04 Y UP MARK DATE DESCRIPTION 6-18-14 BID DOCUMENTS 2 Y UP t DAL 1 YUP - r SS UP I 1 1 I CONTENTS: FO[Ji ATIDf�1 AND _ 1 FIRST LEVEL ' P. LUOM -PLAN SCALE: AS-SHOWN vnclscrt Pnclscr vncct DR4VVN jr KT) os sEcom LEVEL &&Anew PLAN � os THtRD LEVEL ENLARGED PLA1�1 os FMVT LEVEL E LARGM PLAW CHECKED: FL t, .game„ va . r-• AGAL . V4 . ra• M2 SCAM v.• . r-0• PROJECT NO: NORTH Np N VIEW. SHEET: M2--m e ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAx A CA CHITECTS COM �� ENGINEERING 1932 FIRST AVENUE, SUITE 307 Seattle, Washington. USA 98101 Phone (206) 77D -7779 Fax (206) 770 -5941 z rs� J 0 IL > z 0 ROM I IMF cl 0 4c x Im Z Z ot cl z Ad 0 1 I ISSUE DATE: 011 -18-04 Y UP MARK DATE DESCRIPTION 6-18-14 BID DOCUMENTS 2 Y UP t DAL 1 YUP - r SS UP I 1 1 I CONTENTS: FO[Ji ATIDf�1 AND _ 1 FIRST LEVEL ' P. LUOM -PLAN SCALE: AS-SHOWN vnclscrt Pnclscr vncct DR4VVN jr KT) os sEcom LEVEL &&Anew PLAN � os THtRD LEVEL ENLARGED PLA1�1 os FMVT LEVEL E LARGM PLAW CHECKED: FL t, .game„ va . r-• AGAL . V4 . ra• M2 SCAM v.• . r-0• PROJECT NO: NORTH Np N VIEW. SHEET: M2--m 1 l I i `tom- - - - - --j - - - - -- _----- _-_ - -- - - — - — - — - IRi I I i �} � FlrMnalN 11I 0 tr�, - -1 -- -- - - - -- - -- 1� O a p ' 1 QO r 31 - - - - -- - - - -- - G ' • a p I o f p i- i - -1 0 T 0 L4) -- C' N" Om DD �?^� - - - - -- n o a p r. I I � Ol Imp o o v i � l ,I p i p O p 5TAIR #1 I tn Q U. p a 1 �l I� col I 3 i I LIL�� PXOJEOr of SECOM LEVEL PLAW aCALr 3 I I 1 1 - - - - - - -I- -------- -- -- I I I I 1 i t i STAIR _ s0s Iq I I� ) ® s x° ;a- n4 r =E=— RK APE o j EQmT. 2 IAdORK ROOM �I 1 305 30" I I X11 J ,4 --- li— _ � iNOR� AP.EA { + I 305 1 OFFIG t I 304 i (ice —b. M E • ' ��03L'Y ! PLRMI { \ Ji J'� 17 Ih,TA�� I �- O a, l ' LOBBY 0 0' =_l�� L-------- - - - - -- - i -- t 1 �I ' P oa THIRD LEVEL PLAN M2. ac., & yr -'r-o' DRY FIRE LINE DN. Fill I` I 1 I - — - — - DRY FIFE- —� LINE.DN. MI I I I I i I I II - 1 !� I ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE. WA 98122 206 322 3322 TEL 206 322 9323 FAX A CA CHITECTS COM aldrAdmAd AW E-NGTNEE_ FZ fNG 1932 FIRST AVENUE, SUITE 307 Seattle, Washington. USA 98101 Phone (206) 7704779 Fax (206) 770 -5941 EXPIRES L� ]� F 1 1pia L_ —� I 0 IF — J 1 f ; I i i333i i 1 I DRY FIRE LINE UP TO 2ND LEVEL. i I PXOJEOr of SECOM LEVEL PLAW aCALr 3 I I 1 1 - - - - - - -I- -------- -- -- I I I I 1 i t i STAIR _ s0s Iq I I� ) ® s x° ;a- n4 r =E=— RK APE o j EQmT. 2 IAdORK ROOM �I 1 305 30" I I X11 J ,4 --- li— _ � iNOR� AP.EA { + I 305 1 OFFIG t I 304 i (ice —b. M E • ' ��03L'Y ! PLRMI { \ Ji J'� 17 Ih,TA�� I �- O a, l ' LOBBY 0 0' =_l�� L-------- - - - - -- - i -- t 1 �I ' P oa THIRD LEVEL PLAN M2. ac., & yr -'r-o' DRY FIRE LINE DN. Fill I` I 1 I - — - — - DRY FIFE- —� LINE.DN. MI I I I I i I I II - 1 !� I ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE. WA 98122 206 322 3322 TEL 206 322 9323 FAX A CA CHITECTS COM aldrAdmAd AW E-NGTNEE_ FZ fNG 1932 FIRST AVENUE, SUITE 307 Seattle, Washington. USA 98101 Phone (206) 7704779 Fax (206) 770 -5941 EXPIRES L� ]� CONTENTS: 1 SECOND AND i I 1j TI JIMI LEVEL PLUMBING PLAN i SCALE: AS -SHOWN BRAWN: JP l: lc� I;L- PROJECT NO: _J VIEW: SHEET: MZ2 0 aa� Z 0 t'^ a♦ Z X w O _Z CL ISSUE DATE: 0616D4 CONTENTS: 1 SECOND AND i I 1j TI JIMI LEVEL PLUMBING PLAN i SCALE: AS -SHOWN BRAWN: JP l: lc� I;L- PROJECT NO: _J VIEW: SHEET: MZ2 BB -3 BB -;` EsB -1 1�EA DI ISTATUS IBM AI SAT i Ao cv 34,o(o5J lT7PICAL) I 3 1 1 AI SAT _ ►♦ R/A mmmmoka r W�EL �TAFLTI.°r>TG}P . _ - 9TART,MT -- 11 Df STATUS � i AI EAT rfflu �im m-®" Lumms"al Do PRESSURE - DI FREEZE F I 1IF=1::t=1wWV1z4r1� to ♦1 .1 calm �� i�IR3 ee# _ 6elV m� r1 •l/ — - - -lP-Z T Yo (4b) AI HWR TEMP — _- - - - 11:.7t�TTY:iECAL) � � DO PRESSIII� AI {�5 TEMP i REDUCED PRESSURE 14, (42) t BAS;KFLOW PREVENTaR NC - DI FREEZE Al NWR TE J I + bd WA's' MAKE -UP WATER I METER P / } 1 —��-- 1 ' T CHEMICAL POTFEEDER PROPME FROM TANK �_P ?I BOILER KILL SWITCEI SEE PLAN DRAWMCsS 1?1 FLG1U - P -1 FOR LOCATION 0- p P 1 DI .STATUS 3i +'QlD4) O WHEEL START /STOP D STATUS D BB -10 BB -4 BS -11 AD SPEED BE+ 5 R/A DO START /STOP DI ISTATUS, S/A Ai LSAT / 1 m® Iv 4 ♦ • • FI O 1 N141 fobl)�.j F!1 r 1 Ii1 - r i< c � n (gym of HEATING WATER IDIAM Mllii NI'm 34�+ - - -_ t-- �� -14 B>9 -13 BB-12 (12) AI PRES5IJRE g / <'P nbv I� EBB -8 >a 4. A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE WA 98122 206 322 3322 TEL 206 322 9323 FAX A CA CHITECTS COM Argraff ENGfNEERtNG 1932 FIRST AVENUE, SUITE 307 Seattle, Washington USA 98101 Phone (206) 77D --TM Fax I206) 770 -5941 a ISSUE DATE 06-18-04 MARK DATE DESORPTION 518-04 BID DOCUMENTS I HEATING WATER DIAGRAM SCALE NTS - --- - - -- -- -- - --- -- TT_R11WN - - ZIP CHEGKED - - -- FL -- - PROJECT NO_ VIEW SHEET M3ml z 0 is L C* la Z X�{ 43: mi W 42 ICt JL 04 ISSUE DATE 06-18-04 MARK DATE DESORPTION 518-04 BID DOCUMENTS I HEATING WATER DIAGRAM SCALE NTS - --- - - -- -- -- - --- -- TT_R11WN - - ZIP CHEGKED - - -- FL -- - PROJECT NO_ VIEW SHEET M3ml TO HEATII MAKE UP .METER V#BRATiON ISOLATOR PIPE SUPPORT ROD PRESSURE GAUGE PIPE REDUCER IN -LBdE fUMP FLEX CONNECTION SUCTION — DISCHARGE BUTTEWLY VALVE BALANCING VALVE STRAIN€R- 'WIT## CHECK VALVE BLOW -OFF VALVE .f[ ... C-RCULATOR PLW DETAIL w- FROM MUNICiPAt SERVECI= BOILER P L - -- - r->lafiNSlI0R TANK REDUCED PRESSURE BACM,0W FrZEVVENNTAR c7 FIRM \TO PLUMBUdG Flxn]RES i DOMESTIC WATER HEATER PROVIDE SEISMIC E b* T'ER CODE DOMESTIC WATER HEATER PFING DIAGRAM L�M11MWlfJ R ra f.� r i:• In iiii iiiii • 111, �. • �. 12" EXAHUST FAN TO ROOF HOOD E:M.`I'mZlM 0 0 V 11FER HEATING WATER SUP'LT -MAIN ISOLATION VALVE C Ui TIEMORY STC CONTlkIDL VALVE BASEBOARD HEATER DETAIL SCME ws DC BUSHING TTPE MOTOP, 9WV MAX, SOW RPM MAX VARIABLE CFM OUTPUT BASED ON WATTAGE FROM PV PANEL{ 0 POURED SLAB ON GRADE RIGID INSULATION BOARD 10 SHEETING GRAVEL BOARD EDGE INSULATION WIRE MESH O PEX 151PE f.� r i:• In iiii iiiii • 111, �. • �. 12" EXAHUST FAN TO ROOF HOOD E:M.`I'mZlM 0 0 V 11FER HEATING WATER SUP'LT -MAIN ISOLATION VALVE C Ui TIEMORY STC CONTlkIDL VALVE BASEBOARD HEATER DETAIL SCME ws DC BUSHING TTPE MOTOP, 9WV MAX, SOW RPM MAX VARIABLE CFM OUTPUT BASED ON WATTAGE FROM PV PANEL{ 0 I lil i 12" FAN IN SKYLIGHT M4.1 SCAM WS PANEL TUM RADIATOR BALANCING VALVE HEATING WATER RETURN MAIN M0 -NTING BRACKETS (TYIW OF 9) BACK -DRAFT DAMPER LOUVER TO BE RAIN RESISTANT AND Lss# FREE AREA ROOF -TaTRUCTURE A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE WA 98122 206 322 3322 TEL 206 322 9323 FAX A CA CHITECTS COM ENGINEERING 1932 FIRST AVENUE, SUITE 307 Seattle, Washington USA 98101 Phone (2(6) 77D =7779 Fax (206) 770 -5941 EXPIRES D ..3 z 10 �9 I lil i 12" FAN IN SKYLIGHT M4.1 SCAM WS PANEL TUM RADIATOR BALANCING VALVE HEATING WATER RETURN MAIN M0 -NTING BRACKETS (TYIW OF 9) BACK -DRAFT DAMPER LOUVER TO BE RAIN RESISTANT AND Lss# FREE AREA ROOF -TaTRUCTURE A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE WA 98122 206 322 3322 TEL 206 322 9323 FAX A CA CHITECTS COM ENGINEERING 1932 FIRST AVENUE, SUITE 307 Seattle, Washington USA 98101 Phone (2(6) 77D =7779 Fax (206) 770 -5941 EXPIRES D ..3 ISSUE DATE 06-18.04 MARK DATE RESOf2 PON 1 6 -16-04 BID DOCUMENTS --4-- - - -- - - -- MECHANICAL DETAILS SCALE NTS i9RAWN --- jp CHECKED FL PROJECT NO — VIEW SHEET M4.1 z 10 Z }0 Z- X mi ju 0 Z IL U-4 ISSUE DATE 06-18.04 MARK DATE RESOf2 PON 1 6 -16-04 BID DOCUMENTS --4-- - - -- - - -- MECHANICAL DETAILS SCALE NTS i9RAWN --- jp CHECKED FL PROJECT NO — VIEW SHEET M4.1 FLOOR LEVEL CA. i i 1 I i I i 4'o LINE UP C o ELEVATOR PIT I i II o of C1 \7 I I � iC SIJh9P i I ELEVATOR- PIT PUMP OUT DETAIL M42 SCALP. Na r-TION TO BE FLUSH WITH OUTSIDE OF GRdkt DUCT MOUNTED DFFUSER DETAIL SCAM WrS PRESSURE RELIEF VALVE IN TAW, VENT TO ATMOSPHERE, PRESSURE GAUGE, PRESSURE REL4EIF DEVICE AND L40140 LEVEL GAUGE TANK ACCESS PANEL WITHIN COVER BY TANK MANUFACTURER FLUSH WITH GRADE I MAWAIN 10 D4STANCE FROM IS6iIL0#43; STAINLESS STEEL IS' MIN TURRBUCKLE ITT P'1 IS' X 5' -b' X 6' THICK 'iii" STAINLESS CONCRETE PAD STEEL ROD (TYP) UNDERGROUND PROPANE TANK DETAIL m I FIRE PROTECTION SERVICE TEE CONNECTION TO HEADER 094Y ZONE 614UT OFF VALVE C/Ul TAMPER SWlTCFI WIRED- TO f1RE ALARM PANEL 4 RISER MANIFOLD FLOW SWITCH WITH ADJUSTABLE DELAY ^pNEC,TO ANNUNCIATOR PANEL V PRESSURE GAUGE CAU 3 WAY GLOBE VALVE V BALL VALVE SQ 44spECTORS TEST AND DRAN morx 4-E CAW BALL VALVE AND SIGHT GLASS ® DRAIN LINE TO RUN SLOPED TO DAYLIGHT DRAIN ATEUILDMG EXTERIOR CONNECT DRAIN LINE TO WET RISER BEFORE EXITMG BUILDING. 10 BRANCH SPRINKLER LINE TO SERVE HEADS IN ZONE �D TYPICAL GROOVED TYPE COUPLMG_ REFER T, SPECIFICATION FOR ACCEPTABLE PIPE AND FITTING TYPES `u 1I v WET SPRINKLER ALARM STATION SCALP wS D�ETMETAL STUB INSULATED FLEX DUCT - INSULATED SOLID DUGTI i' SOUND LINING INSIDE CLEAR DIMENSIONS MINIMUM (Max.) TES S/A DIFFUSER SEISMIC RESTRAINTS AS PER SPECIFICATIONS DIFFUSER INSTALLATION M42,% KAE WS SECOND FLOOR LEVEL -FIRST FLOOR LEVEL 1000 GAL PROPANE TANK BURIED. —$OILER IN SECOND LEVEL MECH. ROOM ISOMETRIC CAS LINE SCHEMATIC SCALP NTS SPRINKLER PIPING FROM END —I> OF REMOTE 5FZANC14 LINE TEST VALVE MOUNTED b' -b' -ABOVE FINISHED FLOOR SMOOTH BORE CORROSION — RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER CONSTRUCTION OF WALL AS PER ARCHITECTURAL DRAWINGS OUTLET TO TERMINATE AT BASE OF STAIRWELL, DISC 4AII02M TO OUTDOORS 45' ELBOW 30' FIN. NOTE A MINIMUM OF 4' -0' OF EXPOSED TEST PIPE IN WARM ROOM BETONO VALVE WHEN PIPE EXTENDS THROUGH OUTSIDE .WALL SPRINKLER SYSTEM INSPECTOR'S TEST SCALE: NTS R -19 GATT INSULATION —N EXTERIOR 4' STANDARD BRICK � 1V2' AIR GAP PLYWOOD INTERIOR \ \ r®• C-018 VAPOR BARRIER - l \�2'xb' STUp LAN VIEW sroP PIPES IN WALL EXTERIOR WALL PIPE INSULATION M42 SCALP ALTS SPRNG ISOLATORS SEISMIC RESTRAINT REFER TO SPECIFICATIONS 0 FLEX CONNECTIONL V ACOUSTiC NSULATION -- �� lx� I XT- it � it tYk Y, , i r Z i BACKDRAFT DAMPER ' MOTOFa= WHERE INDICATED ON DRAWIta's8J EXHAUST AIR FAN FAN ACCESS DOOR INLINE EXHAUST FAN 6 W » SCALE: Nn Z A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE WA 98122 206 322 3322 TEL 206 322 9323 FAX A CA CHITECTS COM 0 AM ENGINEERING 1932 FIRST AVENUE, SUITE 307 Seattle, Washington USA W01 Phone (206) 770 =7779 Fax (206) 770 -5949 ISSUE DATE _ 06 -18-04 _MARK DATE OfSCRPTIDN _ 6618 -D4 BID DOCUMENTS _ ----------- - - - - -- ---------------- MECHANICAL DETAILS SCALE NTS DRAAVN -- JP CHECKED. FL PROJECT NO VIEW SHEET - - - - -- -- - -- M4.2 z 0 INN Z W Z Im X mi iu 4z z a >0 0 Z as ISSUE DATE _ 06 -18-04 _MARK DATE OfSCRPTIDN _ 6618 -D4 BID DOCUMENTS _ ----------- - - - - -- ---------------- MECHANICAL DETAILS SCALE NTS DRAAVN -- JP CHECKED. FL PROJECT NO VIEW SHEET - - - - -- -- - -- M4.2 GENERAL NOTES- 1. REFERENCE HISTORIC PRESERVATION DOCUMENTS FOR SCOPE OF ELECTRICAL DEMOLITION IN OLD CITY HALL. 2. REFERENCE ARCHITECTURAL ELEVATIONS FOR COORDINATION OF OUTLET LOCATIONS AND MOUNTING HEIGHTS WITH CABINETS AND COUNTERS, 3. REFERENCE ARCHITECTURAL DRAWINGS FOR LIGHT FIXTURE INSTALLATION HEIGHTS. 4. REFERENCE OLD CITY HALL PLANS REGARDING ROOF REPLACEMENT WORK, ROUTE NEW CIRCUITRY ON TOP FLOOR OF OLD CITY HALL IN SPACE BELOW ROOF WHEN AREA IS ACCESSIBLE. LIGHTING FIXTURE SCHEDULE TYPE LAMPS MANUFACTURER DESCRIPTION B (1)70W MH KIM KIM VRB2 EM (2)FO32T8 DAY BRITE 45267 METALUX SA 232 KEENE CBS 232 KENALL 37320 EP (I)F32PLT FAIL SAFE QDEC -32 P (1)175W MH KIM ARCHETYPE IA —AR3 PF —I (2)FO32T8 PF -2 (2)FO32T8 PF -3 (8)39W BIAX PF-4 (I)F32PLT PF -5 (2)F32TTT RF —I (4)FO17T8 RF -2 (I)F32PLT RF -3 (I)F32PLT RF-4 (2)F017T8 RF -5 (2)F032T8 RF -6 (I)F32PLT RH —I (1)70W MH SF —I NOT USED SF -2 (2)FO32T8 UC (I)FO32T8 WF —I (I)F26DTT WF -2 (I)FO32T8 WH -1 (1)70W MH X XW LED NEORAY 2011P SP 2T8 LITHONIA AF 10 232 COLUMBIA KL 232 METALUX DIM232 DAYBRITE IF232PP SPI LIGHTING RIP1664 PRESCOLITE RDPSCFT32EB SHAPER 434—SH 14 LITHONIA 2PM3 G 417 PORTFOLIO C7032 -7050 PORTFOLIO C7932 -7193 36" HIGH, DUAL FUNCTION, VANDAL RESISTANT ALUMINUM SHAFT BOLLARD WITH CONCRETE BASE BY UTILITY VAULT COMPANY. UL LISTED FOR WET LOCATIONS 120 VOLT BALLAST COORDINATE LOCATION WITH LANDSCAPE. ELEVATOR MACHINE ROOM LIGHT 120 VOLT BALLAST WALL MOUNTED ELEVATOR PIT LIGHT. POLYCARBONATE LENS 120 VOLT BALLAST. ARM MOUNTED POLE FIXTURE WITH TYPE 3 DISTRIBUTION AND SHARP CUTOFF ON 4" DIAMETER 15' HIGH ROUND ALUMINUM POLE. COORDINATE LOCATION WITH LANDSCAPE DIRECT /INDIRECT LINEAR PENDANT WITH PERFORATED LOUVER AND SPECULAR OPTICS UP, 120 VOLT BALLAST PENDANT MOUNTED INDUSTRIAL WITH UPLIGHT, TURRET SOCKETS, AND 0 DEGREE FAHRENHEIT BALLAST CHAIN HUNG. THREE ROD STEM, FOUR BOWL DECORATIVE PENDANT WITH BRUSHED ALUMINUM FINISH 36" STEM LENGTH. 120 VOLT BALLAST, PENDANT MOUNTED DOWNLIGHT WITH RECESSED HOUSING, CLEAR ALZAK REFLECTOR AND BRUSHED EXTERIOR 120 VOLT BALLAST PENDANT MOUNTED 14" DIAMETER SCHOOLHOUSE FIXTURE WITH WHITE OPAL GLASS AND SOLID BRASS FINISHES, 120 VOLT BALLAST, 2' X 2' RECESSED PARABOLIC WITH 3" DEEP LOUVER AND 9 CELLS UL FIRE RATED LABEL 120 VOLT BALLAST 8" DIAMETER RECESSED DOWNLIGHT WITH CLEAR ALZAK REFLECTOR UL FIRE RATED LABEL, 120 VOLT BALLAST, 8" DIAMETER RECESSED WALLWASHER WITH CLEAR ALZAK REFLECTOR AND DIMMING BALLAST, UL FIRE RATED LABEL 120 VOLT DIMMING BALLAST SAME AS Type RF -5 EXCEPT 2' LONG LITHONIA 6" WIDE CONTINUOUS NARROW APERTURE TROFFER 6CNAT WITH PARABOLIC LOUVER PROVIDE UL FIRE RATED LABEL, 120 VOLT BALLAST SAME TYPE RF -3 EXCEPT NO DIMMING KIRLIN 9" DIAMETER RECESSED DOWNLIGHT WITH CLEAR RR80906 ALZAK REFLECTOR UL LISTED FOR DAMP LOCATIONS 120 VOLT BALLAST. DAY—BR ITE SURFACE INJECTION MOLDED WRAPAROUND 120 45267 VOLT BALLAST METALUX SA 232 KEENE CBS 232 COLUMBIA MWN4 -232 ALKCO UNDERCOUNTER FIXTURE, 120 VOLT BALLAST 432 SHAPER DECORATIVE CRESCENT SHAPED ADA COMPLIANT 699 WALL SCONCE WITH SATIN CHROME FINISH 120 VOLT BALLAST ELLIPTIPAR 4' LONG WALL MOUNTED WALL WASHER MOUNTED ON F102 A132 24" LONG CANTILEVER HANGERS 120 VOLT BALLAST SHAPER WALL MOUNTED HALF PYRAMID HOOD DOWNLIGHT 695 WP— DB —NBZ WITH NATURAL FINISH SOLID BRONZE UL LISTED FOR WET LOCATIONS. 120 VOLT BALLAST SURELITE CEILING DIE CAST LED EXIT SIGN WITH BATTERY BACKUP, SELF —DIAGNOSTICS, AND ALL MOUNTING ACCESSORIES REQUIRED. PROVIDE ARROWS AND FACES AS SHOWN ON DRAWINGS SAME AS X EXCEPT WALL MOUNT BATTERY BODINE SELF— DIAGNOSTIC BATTERY BALLAST FOR I LAMP BALLAST B50ST IN FIXTURE SWITCH WITH ROOM LIGHTS B74CST ALL COLORS, FINISHES, ETC ARE BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS LEGEND CONDUIT CONCEALED IN CEILING OR WALLS — — CONDUIT CONCEALED UNDERGROUND, UNDER FLOOR, OR IN WALL —� 1/2" CONDUIT, NUMBER OF MARKS SHOWS NUMBER OF #12 WIRES. NO MARKS =2 #12 �---� HOME RUN WITH DESTINATION INDICATED ® ® RECESSED LIGHT FIXTURE ❑ SURFACE OR PENDANT MOUNTED LIGHT FIXTURE ® SURFACE OR PENDANT MOUNTED FLUORESCENT FIXTURE 0 RECESSED LIGHT FIXTURE SURFACE OR PENDANT LIGHT FIXTURE I WALL MOUNTED FIXTURE 0 0 FPP9 FIXTURE WITH INTEGRAL EMERGENCY BATTERY BALLAST, 1 LAMP ON EMERGENCY BATTERY, REST TO NORMAL CIRCUIT • FIXTURE WITH INTEGRAL EMERGENCY BATTERY BALLAST. EMERGENCY LIGHTING BATTERY UNIT, LIGHT FIXTURE TYPE X -1 EXCEPT AS NOTED [}+ POLE LIGHT ® EXIT SIGN LIGHT FIXTURE TYPE X, EXCEPT AS NOTED So WALL SWITCH, 1 —POLE (SWITCH LEG INDICATED WHERE REQUIRED) S3 WALL SWITCH, 3 —WAY S4 WALL SWITCH, 4 WAY SL LOW VOLTAGE SWITCH 9 DIMMER SWITCH SIM WALL SWITCH WITH INTEGRAL OCCUPANCY SENSOR ro--sl OCCUPANCY SENSOR RP OCCUPANCY SENSOR RELAY PACK Oo LIGHTING FIXTURE TYPE DESIGNATOR, SEE LIGHT FIXTURE SCHEDULE Cc DUPLEX RECEPTACLE DUPLEX RECEPTACLE ABOVE COUNTER 3* DOUBLE DUPLEX RECEPTACLE cl Cc GROUND FAULT INTERRUPTER RECEPTACLE WP 0: WEATHERPROOF DUPLEX RECEPTACLE (GFI TYPE) 0 10 SPECIAL RECEPTACLE AS NOTED El PUSHBUTTON SWITCH 60 ® EQUIPMENT CONNECTION C� MOTOR OUTLET ❑J DISCONNECT SWITCH 0� FUSED DISCONNECT SWITCH I& MANUAL MOTOR STARTER COMBINATION MAGNETIC MOTOR STARTER Q JUNCTION BOX ® FIRE ALARM PULL STATION C® FIRE ALARM HORN WITH ADA STROBE )�:f FIRE ALARM ADA STROBE 0 SMOKE DETECTOR DO DUCT SMOKE DETECTOR ® DOOR HOLDER — PROVIDED BY HARDWARE SUPPLIER CONNECTION BY ELEC. 0 SPRINKLER CONNECTION sn® SMOKE DAMPER CONNECTION ► TELEPHONE OUTLET WITH ONE TELEPHONE JACK COMBINATION DATA /TELEPHONE OUTLET WITH 2 DATA JACKS AND ONE TELEPHONE JACK D DATA OUTLET (NUMBER = NUMBER OF RJ45 JACKS, NO NUMBER = 1) re TELEVISION JACK ® DOOR SWITCH NS MOTION SENSOR I>= CAMERA. ROUGH IN ONLY. PROVIDE 3/4" CONDUIT ONLY WITH PULL STRING TO SECURITY PANEL El SECURITY KEYPAD CIRCUIT BREAKER �— SWITCH .w TRANSFORMER k BUS TAP i 208 OR 240 VOLT PANEL WP WEATHERPROOF GROUND FAULT CIRCUIT INTERRUPTER FA FIRE ALARM CIRCUIT AS REQUIRED BY MANUFACTURER IN METALLIC RACEWAY LV LOW VOLTAGE CIRCUIT AS REQUIRED BY MANUFACTURER IN METALLIC RACEWAY SC SECURITY SYSTEM CIRCUIT AS REQUIRED BY MANUFACTURER IN METALLIC RACEWAY T COMMUNICATIONS CIRCUIT PROVIDE IN 1" EMT. NUMBER OF TELEPHONE(T) 2D,2T—/ AND DATA(D) CABLES INDICATED. NO NUMBER = 2D,1T TV TELEVISION CIRCUIT. PROVIDE IN 3/4" EMT X DETAIL INDICATOR WITH SHEET WHERE DRAWN INDICATED E -1 DFLAG NOTE 7µ �� EXISTING DEVICE AS INDICATED A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COZY SEEM — Elel,frival Encl 701 Dexter Ave N , Suite 400 Seottle Washington 98109 phone 206 285 7228 'ax 206 285 7294 Z O a O cl a� z W Wa Z X ?r JW 0 az � a o°. 0 a ISSUE DATE 0618-04 MARK _DATE DESCRIPTION_ 6.18 -04 BID DOCUMENTS i CONTENTS LEGEND SCALE DRAWN CS CHECKED, KW PROJECT NO 2001564 SHEET El mO 'VV I I Y � � I � I/I V / J TO EXISTING POLE — OPPOSITE SIDE OF �() WASHINGTON STREET. — ROUTE CONDUITS ACROSS STREET AND 10' VERTICALLY UP POLE. 1^ F -_ /' I T LL_I I 0 0 1'_101 -V Fp LS CHECKED: CD �I PROJECT NO: 2DD1564 7E] FE ==r- 0 �R l� I 0 0 I� ELECTRIC CAR SPECIAL RECEPTACLE, 208 VOLTS, 50 AMPS, 4 WIRE. 0 0 WP A -3T,� (2 )4' WITH PULL STRING FOR PRIMARY POWER SERVICE O C1)4' W TH PULL STRING FO TELEPHO E (1)2' W TH PULL STRING FO TELEVISION i L J i M A –IO ll / VIA VR F_ __1 P\__SECON (SEE ON m o o m o /R T — ENERATOR _REC LE 171i SEE ONE LINE DI AM> SWI HBOARD ] TELEVISIO DEMARC EMAR A -10 VIA R uP NEW CITY HALL ANNEX of - - I❑ TRANSFORMER BY UTILITY PROVIDE VAULT, LID, AND PAD PER UTILITY REQUIREMENTS. COORDINATE LOCATION WITH LANDSCAPE, POLE. GENERAL NOTESI 1. COORDINATE AND COMPLY WITH ALL PSE REQUIREMENTS FOR PRIMARY SERVICE CONDUITS AND TRANSFORMER, VAULT, AND LID. 2. SAWCUT, CUT, EXCAVATE, BACKFILL, AND PATCH EXISTING EARTH, GRASS, CONCRETE, AND ASPHALT AS REQUIRED TO ROUTE ALL UNDERGROUND CIRCUITRY SHOWN, -- - - - -- - (� C� 7 - - - -- dl I-' EXISTING CITY - HALL 7LREMOVE XISTING TE\ VISION J– OX 01 \SIDE OF ILDiNG. CO DINATE RE VAl WITH UTILI Y. REMOVE XISTING 0 ERHEAD TEL VISION CABLE. COORDINATE R MOVAL WIT UTILITY SITE PLAN SCALE: 1" = 10'-0" l` IJ_I f"- J E r0koJECT %_N 5RTH 0 5 10 20 A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM ME1 FITZMAURI & ASSOCIATES 701 Dexter Ave. N., Suite 400 Seattle, Washington 98109 phone 206 285 _ 7228 fox 206 . 285. 7294 z 0 a O J ° ao z ° W Wa Z X 3: IjW O az � a o°. � a ISSUE DATE: 06 -18-04 _MARK DATE DESCRIPTION 6.18-04 BID DOCUMENTS - - - -- CONTENTS: ELECTRICAL SITE PLAN SCALE: 1'_101 -V Fp LS CHECKED: CD �I PROJECT NO: 2DD1564 7E] FE 0 I� ELECTRIC CAR SPECIAL RECEPTACLE, 208 VOLTS, 50 AMPS, 4 WIRE. 0 0 WP A -3T,� (2 )4' WITH PULL STRING FOR PRIMARY POWER SERVICE O C1)4' W TH PULL STRING FO TELEPHO E (1)2' W TH PULL STRING FO TELEVISION i L J i M A –IO ll / VIA VR F_ __1 P\__SECON (SEE ON m o o m o /R T — ENERATOR _REC LE 171i SEE ONE LINE DI AM> SWI HBOARD ] TELEVISIO DEMARC EMAR A -10 VIA R uP NEW CITY HALL ANNEX of - - I❑ TRANSFORMER BY UTILITY PROVIDE VAULT, LID, AND PAD PER UTILITY REQUIREMENTS. COORDINATE LOCATION WITH LANDSCAPE, POLE. GENERAL NOTESI 1. COORDINATE AND COMPLY WITH ALL PSE REQUIREMENTS FOR PRIMARY SERVICE CONDUITS AND TRANSFORMER, VAULT, AND LID. 2. SAWCUT, CUT, EXCAVATE, BACKFILL, AND PATCH EXISTING EARTH, GRASS, CONCRETE, AND ASPHALT AS REQUIRED TO ROUTE ALL UNDERGROUND CIRCUITRY SHOWN, -- - - - -- - (� C� 7 - - - -- dl I-' EXISTING CITY - HALL 7LREMOVE XISTING TE\ VISION J– OX 01 \SIDE OF ILDiNG. CO DINATE RE VAl WITH UTILI Y. REMOVE XISTING 0 ERHEAD TEL VISION CABLE. COORDINATE R MOVAL WIT UTILITY SITE PLAN SCALE: 1" = 10'-0" l` IJ_I f"- J E r0koJECT %_N 5RTH 0 5 10 20 A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM ME1 FITZMAURI & ASSOCIATES 701 Dexter Ave. N., Suite 400 Seattle, Washington 98109 phone 206 285 _ 7228 fox 206 . 285. 7294 z 0 a O J ° ao z ° W Wa Z X 3: IjW O az � a o°. � a ISSUE DATE: 06 -18-04 _MARK DATE DESCRIPTION 6.18-04 BID DOCUMENTS - - - -- CONTENTS: ELECTRICAL SITE PLAN SCALE: 1'_101 -V DRAWN: LS CHECKED: KW PROJECT NO: 2DD1564 SHEET: El A A ( - I I- 1 I 1 C2 )-- — -- — a - - V L wJ AGGT'6 MANAGER 106 PF-1 DIRECTOR 3 PF-1 B G I I O1N1 -1 YM- A�1 WH -1 k VIA LVR 1 k 5 _2 50 5T 6 VIA LVR I I 113 ►k 11 �� VIA LVR E -103 L- -J- - -J • � iii � ';' ,i,. WWI �'rl [•5I � � L LOW VOLTAGE RELAY (LVR) SCHEDULE r�y � 1 I I ' j I 1 t r� I II I ' I i LSAVE AND -+ T-� PROTECT, CTYP.> �_- -------- - r MI.6,EUM d .9- O Y I E- 10]JI� REMOVE AND REINSTALL EXISTING FIXTURE AS REQUIRED T— TO FACILITATE CEILING WORK, L J L J p i SF_ - - -- r 5TA1R #3 SWITCH CCT .`-'ten I ,:; Plooffil 0 SAVE AND-\ a 1 hem 410 SWITCH, DDC b 1 2 s ( QI SWITCH, DDC c 1 3 LOW VOLTAGE SWITCH, DDC d 1 4 LOW VOLTAGE SWITCH, DDC e 2 5 LOW VOLTAGE SWITCH, DDC 7/ •�,, ►�7 �/ LOW VOLTAGE SWITCH, TO RECqPT�CLE CIRCUIT. - -_ { 8ID DOCUMENTS 4 7 LOW VOLTAGE SWITCH, DDC IlII� 4 8 LOW VOLTAGE SWITCH, DDC • � iii � ';' ,i,. WWI �'rl [•5I � � L LOW VOLTAGE RELAY (LVR) SCHEDULE r�y � 1 I I ' j I 1 t r� I II I ' I i LSAVE AND -+ T-� PROTECT, CTYP.> �_- -------- - r MI.6,EUM d .9- O Y I E- 10]JI� REMOVE AND REINSTALL EXISTING FIXTURE AS REQUIRED T— TO FACILITATE CEILING WORK, L J L J p i SF_ - - -- r 5TA1R #3 SWITCH CCT RELAY CONTROL 0 a 1 1 LOW VOLTAGE SWITCH, DDC b 1 2 LOW VOLTAGE SWITCH, DDC c 1 3 LOW VOLTAGE SWITCH, DDC d 1 4 LOW VOLTAGE SWITCH, DDC e 2 5 LOW VOLTAGE SWITCH, DDC f 2 6 LOW VOLTAGE SWITCH, DDC - -_ { 8ID DOCUMENTS 4 7 LOW VOLTAGE SWITCH, DDC h 4 8 LOW VOLTAGE SWITCH, DDC 11 4 9 LOW VOLTAGE SWITCH, DDC k 6 10 LOW VOLTAGE SWITCH, DDC �cul�dclion 8 11 PHOTOSENSOR, DDC ! 8 - 12 PHOTOSENSOR, DDC r1 10 13 PHOTOSENSOR, DDC 14 -24 SPARES _ - f 1 L _ _ - I'_ -r j1�_i �. -��' I I T;=- NOTES -OLD CITY HALL �- 1. ROOMS E -111, E -113A, E -113B, E -117, E -118, E -119, AND E -120. L REMOVE EXISTING LIGHT FIXTURES. PROVIDE NEW LIGHT FIXTURES AS INDICATED. CONNECT FIXTURES TO EXISTING F1 RST FLOOR LI G SWITCH LEG IN RESPECTIVE AREAS, EXTEND SWITCH LEG TO FIXTURE LOCATIONS AS REQUIRED. 2. ROOM E114s REMOVE AND CLEAN EXISTING LIGHT FIXTURES SCALE: JT =1' -O" AND EMERGENCY LIGHT, REINSTALL FIXTURES AND EMERGENCY LIGHT AFTER COPLETION OF OTHER WORK IN AREA. n n I I L, f I i ; VAULT i1 I I i I _ i LO_6EY ?� PL. 'tj..� r - Eti OE36yY \ /E5TIBUL 77 SAV€I AND PROTECT HTING PLAN 4 ti J \J (� )K.1 �1 i i I A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM Li �N �EJ 1 i jj I+ z Z ■� P : P :A0JECT s 16 TH Q m z W WQ z �t -, _N1IMAUNU 0 az & ASSOCIATES Q 701 Dexter Ave. N., Suite 400 o Seattle, Washington 98109 phone 206. 285. 7228 a31 JJ fax 206. 285. 7294 Li �N �EJ 1 i jj I+ z Z ■� P : P :A0JECT s 16 TH Q m z W WQ z �t 2 BASEMENT FLOOR LIGHTING PLAN SCALE: 1/8' = 1' -0" 0 az Q o _z MOVE AND REINSTALL ISTING LIGHT FIXTURE REQUIRED TO CD_ITATE CEILING ISSUE DATE.: _ — 06 -18-04 T 3 DESCRIPTION MARK DATE T-f 04 - -_ { 8ID DOCUMENTS { l i ty 1 —,1 i �cul�dclion _ - slo HcC F FE_ E13i ?� E EX C - - S J `-- - - — - -_ -- J F I; I =3 hRU_EU61 JAIL ' I P {1 STORP z U - i I F I j MOVE II TALL -- ' .. SAVE AND i h PROTECT (TYP.) � I I a EEX � u li ST��GDFIXTNk IO I � - `� R QUIRED FACI TATE CEILING WORK. _ - -! - -� - - -,� - -- - - -- - - -, - -- - - - - -- � ` -- - ^ -- - _ Sii)RA(,E _ STORAGE E -0021 1 MUS�A� VESIOULrE Li Li ---- - -- - -- -- --- - -- - -- - -- -- - - -- - -- - - -- - - ------ - -- --- 2 BASEMENT FLOOR LIGHTING PLAN SCALE: 1/8' = 1' -0" D 4.9, 5 5.1 1� .,. 3 JECT N TH CONTENTS 1 ST FLOOR LIGHTING PLAN SCALE: 1I8" = T-w DRAWN: CS CHECKED: KW PROJECT NO: 2001564 E2.7 0 az Q o _z MOVE AND REINSTALL ISTING LIGHT FIXTURE REQUIRED TO CD_ITATE CEILING ISSUE DATE.: _ — 06 -18-04 T 3 DESCRIPTION MARK DATE T-f 04 - -_ { 8ID DOCUMENTS D 4.9, 5 5.1 1� .,. 3 JECT N TH CONTENTS 1 ST FLOOR LIGHTING PLAN SCALE: 1I8" = T-w DRAWN: CS CHECKED: KW PROJECT NO: 2001564 E2.7 A I C — B I 2 — — � 1 CITY AT _ 201 I — - -q — — (D- CI-FY M 206 — — — m PF-1 • 1ITY GLERK I LV . � i PF-1 3a 3a /F19v j PF-1 jl lI i 3 L G I A -4,6 VIA LVR 1 MEGH. RM i — r- vr� I U0 Lo L 4, wj OAERi 0 JLVR To GNIT k ±-1 t k LOCATE IN SOFFIT I I I Pn REMOVE AND REINSTALL EXISTING FIXTURE AS REQUIRED TO FACILITATE CEILING WORK. ME7_L,�f�li IE Icier FIELD VERIFY LOCATION WITH ARCHITECT PRIOR TO INSTALLATION 1 I 1i I i i i SECOND FLOOR PLAN SCALE: 118" = T -0" EVA947 rt � JTH TH 16 A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM MFITZMAURI & ASSOCIATES 701 Dexter Ave. N., Suite 400 Seattle, Washington 98109 phone 206. 285. 7228 fax 206. 285. 7294 s /ia /o4 EXPIRES 11/28/04 Z O Z O fl a� z UA Wa Z 1 jW 0 4Z o �Z IL 04 ISSUE DRTE: 06 -18-04 �' CONTENTS: 2ND FLOOR LIGHTING PLAN SCALE: 118"= VW DRAWN: LS CHECKED: KW PROJECT NO: 2001564 E2.2 4 a---- (D- J - `D - - A B G L E I 1 I 1 I 41 (H) T- T (_1 Y REMOVE ALL EXISTING PROTECT(TYPICAL) LIGHTING FIXTURES AND ASSOCIATED CIRCUITRY FROM THIS AREA, TYPICAL, GENERAL NOTE: 1. ROOMS E214, E215, E2161 REMOVE EXISTING LIGHT FIXTURES. PROVIDE NEW LIGHT FIXTURES AS INDICATED. CONNECT FIXTURES TO EXISTING SWITCH LEG IN RESPECTIVE AREAS. EXTEND SWITCH LEG TO FIXTURE LOCATIONS AS REQUIRED, THIRD FLOOR PLAN SCALE: 118"= T -0" 0 2 16 —C2) 3.3 L FAk A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE,,WA 98122 206 322 3322 TEt- 206 322 9323 FAX ARCARCHITECTS COM 6 ASSOCIATES' 701 Dexter Ave. N., Suite 400 Seattle, Washington 98109 phone 206 . 285 . 7228 fax 206 . 285 . 7294 C11 OA, $ 29035 'All ISTEg� �sv ssroNn�, 8/18/04 EXPIRFS 11/28/04 z O Z �0 z = ,� W Wa z X 3 �UA 0 Z Z CL 04 ISSUE DATE: 06 -18-04 -- — CONTENTS: 3RD FLOOR LIGHTING PLAN SCALE. 11v=1,41! DRAWN: LS CHECKED:. KW PROJECT NO: 2001564 E2.3 0-- e (D - �l A I B I sin rr n —c 1500WATTS- 12OV -10 A -43 1 v G G ANNEX -� I I I - /4' THICK FIRE RATED PLYWOOD LOKG WALL TO +8' HIGH - I -$ - -- I AIN" WITCHBOARD -EF .. 2 I / 1/4HP= 120V�1WI I to 111 L.IR HALL Fli f• •ff f' Yl� 1 i C h ♦ r : _see+ i �' 102 �I�I AC- ills, j - _ ,ice r�l .�• r 1 iEw ms _ •�a� 1��,� ='Cis :'�"' ' �r c1 I I I I I E=j MUSEUM -- -EE—TI-1 - r 1 FIRST FLOOR POWER PLAN SCALE: 118" = V-0" VAUL f I Et 113h LOBBY G -114 I I REMOVE EXISTING OUTLETS AND ASSOCIATED CIRCUITRY FROM WALL TO BE DEMOLISHED. I I _ , I F1 I REMOVE (2)EXISTING OUTLETS AND ASSOCIATED CIRCUITRY FROM WALL TO BE DEMOLISHED, PROVIDE NEW DEVICES AS INDICATED AND RECONNECT TO EXISTING CIRCUITRY, �THN TH 8 16 A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM A ASSOCIATES 701 Dexter Ave. N., Suite 400 Seattle, Washington 98109 phone 206. 285. 7228 fax 206: 285. 7294 gip- R 2903 eye ��`slONAi♦ ��1 6/18/04 EXPIRES 11/2B/04 Z 0 a i ° as z � Wa Z X 3: 1 j W 0 aZ ZZ ° IL 0 a ISSUE DATE: 06.18-04 MARK DATE DESCRIPTION 6 -18-04 BID DOCUMENTS I CONTENTS: 1 ST FLOOR POWER PLAN SCALE: 118" =1, T DRAWN: CS CHECKED: KW PROJECT NO: 2DD1564 SHEEP: E&I 12.2MCA -2 ( 2 — B -: 4AMP -1 EMERGENCY SHUTDOWN E I -SECOND FLOOR PLAN SCALE: 118"= 1'-0" FA CIRCUIT POWER CIRCUIT - 120 VOLT FSD -RELAY DETAIL N.T.S. RELAY 24 VDC COIL 120V CONTACT POLES AS REQUIRED UL LISTED FOR USE WITH FAIR fDISCONNECT AS REQUIRED BY INSPECTOR. PROVIDE 3' CLEAR. CONNECTIONS P F kOJECT N TH 120V EITHER 120VOLT THIRD TRIPS SHUNT TRIP LEVEL WHEN IN ALARM. ELEVATOR DETECTORS DO NOT LOBBY CONNECT TO FA SYSTEM 24V DC 24V DC SECOND LEVEL CONTROL MACHINE ELE�/ATOR TRANSFORMER ROOM 120V LOBBY 120VOLT j DEDICATED -SIGNAL FROM SHAFT LIGHT CCT� OR MACHINE ROOM FIRST INITIATES RECALL TO "RECALL! OR LEVEL "ALTERNATE FLOOR ". ELEVATOR LOCK OFF ALL CONTROLS BY LOBBY SWITCH FOR ELEVATOR INSTALLER. SHAFT ELEVATOR LIGHTS ❑ ELEVATOR CONTROLLER PIT GF1 AL CIRCUIT BREAKER L RECEPTACLES IN SPIT RECEPTACLE FOR FOR ELEVATOR LIGHT ROOM GFI TYPE AND LIGHT ON VINCOMING CIRCUIT, 20/1 ELEVATOR DEDICATED ELEVATOR LIGHTS SHUNT TRIP CIRCUIT BREAKER CIRCUIT. GFl LINE RECEPTACLE STATE ELEVATOR DETAIL N.T.S. A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 3223322 TEL 206 322 9323 FAX ARCARCAITECTS COM & ASSOCIATES - 701 Dexter Ave. N., Suite 400 Seattle, Washington 98109 phone 206. 285. 7228 fax 206. 285. 7294 Z Q W W � a Z X la w mi Z 0 Ag Z Q O Z Q ISSUE DAIS 06 -18-04 MARK DATE DESCRIPTION CONTENTS: 2ND FLOOR POWER PLAN SCALE, DRAWN: CHECKED: KW PROJECT NO: 2001564 SHEET: E 3m2 c` (D - 4 7 I - T 15DOWATT: C -24 'Id5TA1R �I C- 7,9,11 — C WORK AREA 305 11 OFFICE 304 I G i 0 HRV -3 17.1- 208V -30 i C- 25,27,29 1/2' -3 #10 15 GONF RM. 310 15 m E01-IT. 4 WORK R M 30G 2i ,C -2b P-41 WORK AREA 303 15 I I I I GONF RM 1 / 25 I BBY / PERMIT u INTAKE i — 14 '3 I 1 14 T 1 � MOUNT IN I LOBBY COUNTER 312 14 o , 14 ,\ T EF -6 (ON ROOF) 1/6HP- 120V -10 C -26 AC -1 (ON ROOF> 11MCA- 208V -10 C -28,30 1/2' -3 #12 F~ Y REMOVE EXISTING POWER RECEPTACLES AND ASSOCIATED CIRCUITRY FROM WALLS TO BE DEMOLISHED. i GORRIDOR 3I3 25 WORK AREA 314 D -25,27 j CEILING MF0 Ii a _ CEILING FA 28; P- D -29 { 315 DEVICES ON NEW WALLS SHALL BE FLUSH MOUNTED WITH CIRCUITRY COCEALED. DEVICES ON EXISTING WALLS SHALL BE SURFACE MOUNTED WITH CIRCUITRY IN SURFACE METAL RACEWAY. AUDIO EQUIPMENT 20AMP- 208V -10 D -19,21 EIdGfL fiiHMVEkr', 2' =3 #1J0 L_ INTERCEPT EXISTING FEEDER EXISTING HV UNIT ON ROOF FROM OLD CITY HALL MAIN RELOCATED FROM ATTIC SPACE DISTIBUTI13N PANEL TO HV UNIT AND EXTEND TO NEW LOCATION AS SHOWN, GENERAL NOTE: 1. PROVIDE UNISTRUT FRAMES AS REQUIRED TO MOUNT ALL ROOF TOP STARTERS, DISCONNECTS, AND RECEPTACLES. STARTERS AND DISCONNECTS ON FOOR TOP SHALL BE IN NEMA 3R ENCLOSURES. I I I 1 J E-213 I MEN I E -212 THIRD FLOOR POWER PLAN SCALE: 1/8" = T-0" I N. A5515TANT Lt_21> i �E -216 I REMOVE (2)EXISTING SURFACE MOUNTED OUTLETS AND ASSOCIATED SURFACE METAL RACEWAY FROM WALL TO BE DEMOLISHED. PROVIDE NEW DEVICES AS INDICATED. �TH N TH 6 ARC A R C ARCHITECTS 1101 EAST PIKE: ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ATZCARCHITECTS COM FITZMAUUR1I & ASSOCIATES- 701 Dexter Ave. N., Suite 400 Seattle, Washington 98109 phone 206. 285. 7228 fox 206. 285. 7294 z O a O ° a x o ° W z W a Z oC X ?i miW 0 az � =z in L° Ua ISSUE DATE: 06 -18-04 MARK DATE DESCRIPTION__ 816-04 I BID DOCUMENTS CONTENTS 3RD FLOOR POWER PLAN SCALE: 1/8"=T-0' DRAWN: CS CHECKED: KW PROJECT N0: 2001564 SHEET: E3.3 (D 0 04 k r Tf x a I B G p ANNEX—a- 0 I I I I CONNECT ALL FLO /4• THICK FIRE RATER PLYW D AND TAMPER SWITCHES LONG WALL TO +8' HIGH 5-10 #f FIRE ALA CONTROL PAN T�LEPHE DEMARC J _ L + (-j-j IT (FA C) TELEVISION I DEMMAARC wp \ I sc 2 ELEPHONE rr FA — — — -Q FA T �� 5 OR "FA si Ol~JE 5 pMS � 3 A SP F ACP FACP 0 FA F o K Mill .'1�_ � ° u � 1��"•��!�3■i3�,1!L`L�'." tl_ � F- ��7�1 II III � .- •. .• � -� �E - ® - -�_ IJ ► r � II ' _I L- 12' WIDE CB TRAY AROUND O AT +8' I 12' WIDE LAI FIGE TRAY FROM OF RACK TO b UL Io_ MDF =1 NERI�Y PATC , (PAN (� ON R PRIOR K I Tm Ir W ER I I � TELEP14 E)i ; BLOCKiTB: 3/4' THICK FIRE RATED PLYWOOD AROUND ROOM TO +8' HIGH ENLARGED SERVER AND VAULT ROOM SCALE: 1/4"= 1'-0" (I) I i OLD CITY HALL FIRE ALARM I CONTROL PANEL (OCH FACP) LOCATE ADJACENT TO I EXISTING FACP FACP-.o,FA �I FA IUDEUM r_ , c�I T, I EXISTING FIRE ALARM DEVICE TOIREMAIN (TYR) l I i I VAUL r j IF- i13F;1 1L- FA EI Ii3,4 I II i l FA I _- MU EU FA _1V 1 VE5TIB I E V cl_ w_OBBY - II REMOVE EXISTING �— L— FIRE ALARM DEVICE r - - -- - - AND ASSOCIATED -1 - IIIi_ CIRCUITRY (TYP.) FIRST FLOOR COMM PLAN SCALE: 1/8" =1' -0" n n -- -FIRE ALARM LCD ANNUNCIATOR I Ct_I!� II II ,l { i � J ECT TH TH I< KA 8 J BASEMENT FLOOR COMM PLAN SCALE: 1/8"= V-0" Sl J D _D , 1 i � 0 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM & ASSOCIATES 701 Dexter Ave. N., Suite 400 Seattle, Washington 98109 phone 206 . 285. 7228 fax 206 . 285. 7294 j. F1 rr a TONAL E e /is /o4 ' EXPIRES 11/28/04 z O INCi Z O i z =° W Wa Z X 3: -� z az ~ =a r ° o 0a ISSUE DATE: 011 MARK DATE DESCRIPTION 6-111-041 BID DOCUMENTS — – CONTENTS: 1 ST FLOOR COMM PLAN O Q Q 118"= T-0, - BE-M-04 CHECKED: KW PROJECT NO: 2001564 TELEPHONE BLOCKS I - -- 1 �' ❑D— u ` REMOVEIEXISTING I -' DEVICE AND I, ASSOCIATED SroRA6E j ; I CIRCUITRY I L_r,t _1 ! 11 ILI 1j ' II6 ^;USCU ^J viL FACP FAI E2 o ❑ ❑ CI ; I r --00_J ._ _ _ _: -_r r. =. - --- _. -; ! L ' 4 G _ _ t LD". M(CH STORAGE _a9� �a { 5 no ILJ - MUSE'J1,4 I } i f U10 'I i 1 EXISTING "l �_ I DEVICE TO LI ! LP �-��/ REMAIN (TYR) J BASEMENT FLOOR COMM PLAN SCALE: 1/8"= V-0" Sl J D _D , 1 i � 0 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM & ASSOCIATES 701 Dexter Ave. N., Suite 400 Seattle, Washington 98109 phone 206 . 285. 7228 fax 206 . 285. 7294 j. F1 rr a TONAL E e /is /o4 ' EXPIRES 11/28/04 z O INCi Z O i z =° W Wa Z X 3: -� z az ~ =a r ° o 0a ISSUE DATE: 011 MARK DATE DESCRIPTION 6-111-041 BID DOCUMENTS — – SHEET: E4ml CONTENTS: 1 ST FLOOR COMM PLAN SCALE: 118"= T-0, DRAWN: CS CHECKED: KW PROJECT NO: 2001564 SHEET: E4ml A I i- M - ID 121 — — U C' 0 - No I - , A �MDF, F GITY NA6ER GITI' 6 (E} D T4.1 4DF; B I STAIR 41 G I I - CONNECT ALL FLOW AND TAMPER SWITCHES AT DDC, FIELD VE IFY LOCATION. — — M 2118 -- FACP T FA 208 SP 1� F F MDF,TB 0 a o �JJ Li T REGORDS I A- N F20_qB _ (TVHE FA (f)�5D 5D t—pj F I NORK r� MDF,TB D f I I I I 1 VOLT i � I IJ CAB PHONE SHEr2At dttic STAIR w2 �7° 1111 I EXISTING FIRE ALARM DEVICE TO REMAIN MDF,TB �J MDF,TB FA FA-' GONF RM. L L-3 9 9�J g g - F 20 A LOUNGE M A FA T 210 I I T — — FA — MS SP L LOBBY SC F 20! S 1 AREY M MDF,TB \ \ �E) 2 OPJ 2Di (E -) LD PANIC BUTTON SECOND FLOOR PLAN SCALE: 118" = 1' -0" STUB OUT AT ANTENNA LOCATION FOR CREW RADIO SYSTEM, FIELD VERIFY LOCATION. 2' CONDUIT ONLY WITH PULL 3' -200 PAIR VOICE CABLE TELEPHONE TELEPHONE DEMARC BLOCKS (TB) RM 11013 RM 109B TO UTILITY POLE ON (2)4' WITH WASHINGTON STREET, PULL STRING STUB RGS CONDUIT 10 FEET UP POLE AND CAP. PROVIDE RGS SWEEP FOR TRANSITION FROM BELOW GRADE TO ABOVE GRADE. FA STAIR AWMI VOICE DATA STATION STATION CABLES I CABLES VOICE DATA STATION STATION CABLES CABLES VOICE DATA ABLE STATION CABLES CABLE DATA/VOICE RISER DIAGRAM N.T.S. IW11I9 RM 109D P JECT %_N PRTH N117-ITi 3RD FLOOR 2ND FLOOR 1ST FLOOR NOTE& 1, REFER TO FLOOR PLANS FOR QUANTITY AND LOCATIONS OF DATA AND VOICE JACKS. 2. DATA CABLES TERMINATE AT RACK MOUNTED PATCH PANELS, 3. VOICE CABLES TERMINATE AT WALL MOUNTED 110 BLOCKS. 1 9 TELEVISION wnanr.r/U 1 Uv J 1 ICLL 1 . STUB RGS CONDUIT 10 FEET UP POLE AND CAP, PROVIDE RGS SWEEP FOR TRANSITION FROM BELOW GRADE TO ABOVE GRADE. INU I tJI 1. REFER TO FLOOR PLANS FOR QUANTITY AND LOCATIONS OF TELEVISION JACKS. TELEVISION SYSTEM RISER DIAGRAM N.T.S. HI �wp P � A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM I ASSOCIATES 701 Dexter Ave. N., Suite 400 Seattle, Washington 98109 phone 206, 285. 7228 fax 206. 285. 7294 0 .!2 29 tISTEg� �S`S'IONAI. E��S 6/18/04 EXPIRES 11/28/04 Z 0 a Z 0 ° ao Z � Wa Z W 0 � Z Z Q ISSUE DATE: 061804 vu MARK DATE _DESCRIPTION _ -- 6.18 041 BID DOCUMENTS - -- CONTENTS: 2ND FLOOR COMM PLAN SCALE: 178' =1'0 DRAWN: LS CHECKED: KW PROJECT NO: 2001564 E4.2 DATA/VOICE RISER DIAGRAM N.T.S. IW11I9 RM 109D P JECT %_N PRTH N117-ITi 3RD FLOOR 2ND FLOOR 1ST FLOOR NOTE& 1, REFER TO FLOOR PLANS FOR QUANTITY AND LOCATIONS OF DATA AND VOICE JACKS. 2. DATA CABLES TERMINATE AT RACK MOUNTED PATCH PANELS, 3. VOICE CABLES TERMINATE AT WALL MOUNTED 110 BLOCKS. 1 9 TELEVISION wnanr.r/U 1 Uv J 1 ICLL 1 . STUB RGS CONDUIT 10 FEET UP POLE AND CAP, PROVIDE RGS SWEEP FOR TRANSITION FROM BELOW GRADE TO ABOVE GRADE. INU I tJI 1. REFER TO FLOOR PLANS FOR QUANTITY AND LOCATIONS OF TELEVISION JACKS. TELEVISION SYSTEM RISER DIAGRAM N.T.S. HI �wp P � A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COM I ASSOCIATES 701 Dexter Ave. N., Suite 400 Seattle, Washington 98109 phone 206, 285. 7228 fax 206. 285. 7294 0 .!2 29 tISTEg� �S`S'IONAI. E��S 6/18/04 EXPIRES 11/28/04 Z 0 a Z 0 ° ao Z � Wa Z W 0 � Z Z Q ISSUE DATE: 061804 vu MARK DATE _DESCRIPTION _ -- 6.18 041 BID DOCUMENTS - -- CONTENTS: 2ND FLOOR COMM PLAN SCALE: 178' =1'0 DRAWN: LS CHECKED: KW PROJECT NO: 2001564 E4.2 E4.2 fA I B I LJ I I STAIR #1 2 — — s 15 KI HE 301-0 F Sc lI� FA S T-,� FA P MDF,TS FA (�_ I FA-1 T i 1 AREA MDF,TB F FA - T� MDF TB V G I - CONNECT ALL FLOW AND TAMPER SWITCHES PANEL C- FACP \ FA i SP I I I i i REMOVE EXIS�ING CC MM OUTLETS AND FIRE ALARM DEVICES AND I ASSOCIATED CIRCUITRY CORRIDOR F A � CH FACP L L- - - - - -I - - -- ! FA l T AREA )�0 Fi 14 MDF,TB FA/ F�MDF,TB FA GMT KORIROCV FA u MDF,TB � J MDF,TB I M ,TB ABOVE T TVHE ATV MDF,TB MDF,TB COU 7ER T � -140 1 FA T �T VHE MDF,TB\ r FA j� �I � I GGUtaG1L Hr ^MBL^'S I } MDF,TB I ,TB T 12 V I FA T FA I �.� .o_qj F . 1 (r-m. � _ IT OUNT IN I LOBE i T_.,/ MDF,TB MDF,TB nn II FA T,,,,/ FA MDF,TB ICE M! WORK AREA 303 ,TB MDF,TB T _ 312 1 P� s MDF,TB i l I — - - - -- - -- T - -- I = -- FA T 1 - - - -- I F I I�MDF,TB ,TB i MDF,TB MDF,T MDF,TB { ; MDF,TB OFFIGE 4 F3-1-5-1 MDF,TB 316 DEVICES ON NEW WALLS SHALL BE FLUSH MOUNTED WITH CIRCUITRY CONCEALED. DEVICES ON EXISTING WALLS SHALL BE SURFACE MOUNTED WITH CIRCUITRY IN SURFACE METAL RACEWAY. ARC A R C ARCHITECTS 1101 EAST -PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX I ARCARCHITECTS COM � I I r-� 1 \\FA LO ( M[iJ FA ( r _ I j -- MEN J J FA I { FA 11 LOBB,i Czzc I I— FA -- 1 4'E`F RULE F77 1 REMOVE EXISTING FIRE ALARM DEVICE AND ALL ASS13CIATED CIRCUITRY, TYPICAL- THIRD FLOOR COMM PLAN SCALE: 1/8"= V -0" FA FA - - -- 4.3 PWECT N RTH I ITZMAURI & ASSOCIATES 701 Dexter Ave. N., Suite 400 Seattle, Washington 98109 phone 206. 285 7228 fax 206 - 285. 7294 -1 S_ FIT 0 �ISTER�'q AL E��S EXPIRES 11/28/04 z 0 Q ~o z W Wa Z X ?: mi hill o az '.0 Z � � a o� � o o �a ISSUE DATE: 06 -18-04 MARK DATE _DESCRIPTION __ -�- _ ; 6 -18-04 1 BID DOCUMENTS__ _ CONTENTS: 3RD FLOOR COMM PLAN SCALE: 1/8"= V-w DRAWN: CS CHECKED: KW PROJECT NO: 2001564 SHEEP: E4m3 TO UTILITY SERVICE CT CABINET AS REQUIRED BY UTILITY METER BASE AND CIRCUIT AS REQUIRE BY UTILITY PROVIDE KIRK KEY INTERLOCK WITH BREAKER FEEDING GENERATOR RECEPTACLE PROVIDE KIRK KEY INTERLOCK WITH MAIN BREAKER 200/3 MAIN SWITCHBOARD 208Y/12OV -30 -4W 600AMP ONE -LINE DIAGRAM NTS E C UPS ELEVATOR GENERATOR RECEPTACLE A PANEL R510/ CONTRACTOR PER UTILITY REQUIREMENTS POWER RISER DIAGRAM NTS SWITCHBOARD VOLTS 208 /120 3 PHASE, 4 WIRE, WYE LOCATION MAIN ELECTRIC ROOM AMPS 600 MOUNTING SURFACE MAIN CIRCUIT BREAKER AIC 65,000 GROUND BUS FED FROM UTILITY UL LISTED AS SERVICE ENTRANCE PROVIDE SURGE PROTECTOR CCT OCT DESCRIPTION LOAD OCT OCT DESCRIPTION LOAD NO BRKR KVA NO BRKR KVA 1 100/3 /"- 100/3 n _n 600/3 150/3 -/-N- 50/2 n 100/3 10013 3 150/3 MAIN SWITCHBOARD 208Y/12OV -30 -4W 600AMP ONE -LINE DIAGRAM NTS E C UPS ELEVATOR GENERATOR RECEPTACLE A PANEL R510/ CONTRACTOR PER UTILITY REQUIREMENTS POWER RISER DIAGRAM NTS SWITCHBOARD VOLTS 208 /120 3 PHASE, 4 WIRE, WYE LOCATION MAIN ELECTRIC ROOM AMPS 600 MOUNTING SURFACE MAIN CIRCUIT BREAKER AIC 65,000 GROUND BUS FED FROM UTILITY UL LISTED AS SERVICE ENTRANCE PROVIDE SURGE PROTECTOR CCT OCT DESCRIPTION LOAD OCT OCT DESCRIPTION LOAD NO BRKR KVA NO BRKR KVA 1 100/3 ELEVATOR 16 64 1 2 150/3 PANEL A 39.51 3 150/3 PANEL C 25.98 4 100/3 PANEL B 23.60 5 50/2 PANEL U 2 16 i 6 100/3 SPACE ONLY 0 00 7 100/3 SPACE ONLY 0 00 8 100/3 SPACE ONLY 0100 9 10013 SPACE ONLY 0 00 E 10 30/3 SURGE PROTECTOR 0 00 CONNECTED LOAD DEMAND FACTOR DEMAND LOAD KVA KVA AMPS LIGHTS 2.61 125% 13 80 26 125% 17.25 47.87 RECEPTACLES 100% 12 41 94 34 47 100% 41 94 116 41 HEATING FLUSH 0 00 0 00 3 100% 0 00 0100 06 LARGEST MOTOR OTHER MOTORS 16 64 22 125% 20 80 57 74 OTHER MOTORS 1 21 56 100% 100% 21 56 59 86 MISCELLANEOUS 00 14.94 0 100% 14.94 41 47 KITCH, APPLIANCES BRKR 0.00 KVA IQO% 0 00 0 00 KVA 1 20 /I 108 88 RECEPTS 1 55 116 49 323 34 PANEL A 2 SECTION VOLTS 208 /120 3 PHASE, 4 WIRE, WYE I 4 LOCATION MAIN ELEC ROOM 0 72 AMPS 200 LIGHTS RECEPTS 121 MOUNTING SURFACE RECEPTS 0 72 SUBFEED LUGS TO SECTION 2 SPARE 0.72 AIC 25,000 RECEPTS 0.36 GROUND BUS 20/1 RECEPTS SPARE FED FROM MAIN SOD 20/1 PROVIDE SURGE PROTECTOR 11 20/1 RECEPTS CCT CCT DESCRIPTION 20/1 LOAD I CCT OCT DESCRIPTION 20/1 LOAD NO BRKR 14 20/1 KVA f NO BRKR 15 20/1 KVA 1 20/I LIGHTS 20/1 1 23 2 20/1 LIGHTS 0 35 3 20/1 LIGHTS 20/1 0 94 4 20/1 LIGHTS 1 20 5 20/1 LIGHTS 20 /I 1 11 6 20/1 LIGHTS 0 47 7 20/1 RECEPTS 20/1 1 08 8 20/1 LIGHTS 0 56 9 20/1 RECEPTS 20/1 0 36 10 20/1 LIGHTS 1.18 HRV -3 11 20/1 RECEPTS 20/1 0 72 12 20/1 RECEPTS 1 08 13 20/1 RECEPTS 20/2 0 72 14 20/1 REFRIG 0 70 15 20/1 RECEPTS RECEPTS 0 36 16 20/1 RECEPTS 0.36 SPARE 17 20/1 RECEPTS 20/1 0 36 18 20/1 RECEPTS 0 72 19 20/1 RECEPTS 20/1 0 90 20 20/1 RECEPTS 0.72 SPARE 21 20/1 RECEPTS 20/1 0.90 22 20/1 RECEPTS 0 36 23 20/1 RECEPTS 30/3 0 90 24 20/1 RECEPTS 0 72 25 20/1 RECEPTS 0 54 J 26 20/1 RECEPTS 0 90 27 20/1 RECEPTS J 42 0.72 28 20/1 RECEPTS 0 36 29 20/1 RECEPTS DEMAND FACTOR 0,54 30 20/1 EF -I 0 70 31 30/3 HRV -I 5,00 32 20/1 EF -2 0 70 33 I 125% 5 18 34 20/1 RECEPTS 0 72 35 100% 13 14 36 47 36 20/1 SECURITY PANEL 0 50 37 50/2 ELECTRIC CAR 8.00 38 20/1 FACP 0 50 125% 6 25 17 35 OTHER MOTORS 40 20/1 RECEPTS 0 18 41 20/ 20/I AC-1 MISCELLANEOUS 0 50 42 20/1 SPARE 0 00 43 20/1 DHWT -2 1 50 44 20/1 SPARE 0100 0.00 45 20/1 DAMPERS 0 14 46 20/1 SPARE 0 00 47 20/1 SPARE 0.00 48 20/1 SPARE 0.00 49 20/1 SPARE 0.00 50 20/1 SPARE 0 00 51 20/1 SPARE 0100 52 20/1 SPARE 0 00 53 20/1 SPARE 0 00 54 20/1 SPARE 0 00 55 20/1 SPARE 0.00 56 30/3 SURGE PROTECTOR 0 00 57 20/1 SPARE 0 00 58 59 20/1 SPARE 0 00 60 CONNECTED LOAD DEMAND FACTOR DEMAND LOAD KVA KVA AMPS LIGHTS 7 05 125% 8 81 24 45 RECEPTACLES 14 22 100% 14 22 39.47 HEATING 0 00 100% 0 00 0 00 LARGEST MOTOR 5 00 125% 6.25 17 35 OTHER MOTORS 1 90 100% 1 90 5 27 MISCELLANEOUS II 34 100% It 34 31.48 KITCH APPLIANCES 0 00 65% 0 00 0 00 39 51 42 52 118 02 PANEL B VOLTS 208 /120 3 PHASE, 4 WIRE, WYE LOCATION ROOM 208 AMPS 100 MOUNTING SURFACE MAIN LUGS ONLY AIC IO,ODO GROUND BUS FED FROM MAIN SWBD PROVIDE SURGE PROTECTOR OCT CCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD NO BRKR KVA NO BRKR KVA 1 20/1 LIGHTS 1 28 J 2 20/1 RECEPTS 1.08 3 20/1 LIGHTS 1 06 4 20/1 RECEPTS 1 08 5 20/1 RECEPTS 0 18 6 20/1 RECEPTS 0 36 7 20/1 CAB LIGHTS 0.20 8 20/1 RCPT & PUMPS 0 58 9 20/1 RCPT & LIGHT 0 25 10 20/1 RECEPTS 0 72 II 20/1 RECEPTS 0.90 12 20/1 RECEPTS 0 72 13 20/1 RECEPTS 0 9D 14 20/1 RECEPTS 0 18 15 20/1 RECEPTS 0.90 J 16 20/1 RECEPTS 0.90 17 20/1 RECEPTS 1 08 18 20/1 RECEPTS 0.72 19 20/1 RECEPTS 0 90 20 20/1 RECEPTS 0 54 21 20/1 RECEPTS 0 72 22 20/1 EF -3 0.70 23 20/1 EF -7 0 70 1 24 20/1 EF-4 0 70 25 20/1 P -1 0 70 26 20/1 EF -5 0 70 27 20/1 HWT -1 0 60 28 20/1 SPARE 0 00 29 20/1 B-I 0 50 30 20/1 SPARE 0 00 31 20/3 HRV -2 3 25 32 20/1 SPARE 0 00 33 I 34 20/1 SPARE 0 00 35 I 36 20/1 SPARE 0 00 37 20/1 DDC 0 50 ( 38 30/3 SURGE PROTECTOR 0 00 39 20/1 SPARE 0.00 ! 40 J 41 20/1 SPARE 0100 I 42 J CONNECTED LOAD DEMAND FACTOR DEMAND LOAD KVA KVA AMPS LIGHTS 2.61 125% 3 26 9 04 RECEPTACLES 12 42 100% 12 42 34 47 HEATING 0 00 100% 0100 FLUSH 0 00 LARGEST MOTOR 3 25 125% 4 06 11 28 OTHER MOTORS 4 22 100% 4 22 11 71 MISCELLANEOUS 1 10 100% 1 10 3 05 KITCH APPLIANCES 0 00 100% 0 00 0.00 23 60 25 06 69.56 PANEL C 125% VOLTS VOLTS 208 /120 3 PHASE, 4 WIRE, WYE 2 16 LOCATION ROOM 302 0.00 AMPS 150 0 00 LARGEST MOTOR 0100 MOUNTING FLUSH SURFACE OTHER MOTORS MAIN LUGS ONLY 100% 0 00 0 00 AIC 10,000 10,000 0.00 GROUND BUS 0 00 100% 0.00 FED FROM MAIN SWBD MAIN SWBD PROVIDE SURGE PROTECTOR 0100 CCT OCT DESCRIPTION DESCRIPTION LOAD I CCT CCT DESCRIPTION LOAD NO BRKR BRKR KVA KVA I NO BRKR KVA 1 20 /I LIGHTS RECEPTS 1 55 2 20/1 RECEPTS 0 72 3 20/1 LIGHTS RECEPTS 1 38 I 4 20/1 RECEPTS 0 72 5 20/1 LIGHTS RECEPTS 121 6 20/1 RECEPTS 0 72 7 20/1 RECEPTS SPARE 0.72 8 20/1 RECEPTS 0.36 9 20/1 RECEPTS SPARE 0 72 10 20/1 DISHWASHER 1 00 11 20/1 RECEPTS SPARE 0.90 J 12 20/1 RECEPTS 0 36 13 20/1 RECEPTS SPARE 0,90 14 20/1 RECEPTS 0.90 15 20/1 RECEPTS SPARE 1.08 I 16 20/1 RECEPTS 0 72 17 20/1 RECEPTS SPARE 0 54 18 20/1 RECEPTS 0 54 19 20/1 RECEPTS SPARE 0 54 20 20 /I RECEPTS 0 72 21 20/1 RECEPTS SPARE 0,90 ' 22 20/1 RECEPTS 0.18 23 20/1 RECEPTS SPARE 0.72 1 24 20/1 DHWT -1 1.50 25 30/3 HRV -3 0.90 5 00 26 20/1 EF-6 S RCPT 0 71 27 1 RECEPTS 0.72 28 28 20/2 AC -1 1 66 29 20 /1s CEILING FANS 1 00 ( 30 20 /Is RECEPTS 0 72 39 20/1 SPARE DEMAND FACTOR 0.00 32 20/1 SPARE 0100 33 20/1 SPARE 0 00 34 20/1 SPARE 0 00 35 20/1 SPARE 0 00 J 36 20/1 SPARE 0 00 37 20/1 SPARE 0 00 38 30/3 SURGE PROTECTOR 0 00 39 20/1 SPARE 0 00 I 40 41 20/1 SPARE 0.00 J 42 CONNECTED LOAD DEMAND FACTOR DEMAND LOAD KVA KVA AMPS LIGHTS 4 14 125% 5 18 14 38 RECEPTACLES 13 14 100% 13 14 36 47 HEATING 0.00 100% 0 00 0 00 LARGEST MOTOR 5 00 125% 6 25 17 35 OTHER MOTORS 2 19 100% 2 19 6.09 MISCELLANEOUS 2 50 100% 2.50 6 94 KITCH APPLIANCES 0.00 100% 0.00 0.00 26 98 29 26 81.23 PANEL U 125% VOLTS 240 /120 1 PHASE, 3 WIRE 100% 2 16 LOCATION ELEC ROOM 0.00 AMPS 50 0 00 LARGEST MOTOR 0100 125% MOUNTING SURFACE OTHER MOTORS MAIN BREAKER 100% 0 00 0 00 MISCELLANEOUS AIC 10,000 0.00 GROUND BUS 0 00 100% 0.00 0 OD FED FROM MAIN SWBD PROVIDE SURGE PROTECTOR 0100 OCT CCT OCT DESCRIPTION LOAD CCT CCT DESCRIPTION LOAD LOAD NO BRKR KVA KVA NO BRKR KVA KVA 1 20/1 RECEPTS 0.36 J 2 20/1 RECEPTS 0 36 3 20/1 RECEPTS 0,36 4 20/1 RECEPTS 0 36 5 20/1 RECEPTS 0 36 6 20/1 RECEPTS 0 36 7 20/1 SPARE 0 00 8 20/1 SPARE 0 00 9 20/1 SPARE 0 00 10 20/1 SPARE 0 00 It 20/1 SPARE 0100 12 20/1 SPARE 0100 13 13 20/1 SPARE 0 00 14 20/1 SPARE 0 00 15 20/1 SPARE 0 00 16 20/1 SPARE 0 00 17 20/1 SPARE 0 DO 18 20/1 SPARE 0 00 19 20/1 SPARE 0 DO 20 30/3 SURGE PROTECTOR 0 DO 21 20/1 SPARE 0 00 22 EXIST RECEPTS 0 90 23 23 20/1 SPARE 0 00 24 EXIST RECEPTS 0 72 25 CONNECTED LOAD 0.90 DEMAND FACTOR 20 /I* DEMAND LOAD 0 72 27 KVA RECEPTS 0.72 28 KVA AMPS LIGHTS 0 00 125% 0100 0100 RECEPTACLES 2 16 100% 2 16 9 00 HEATING 0.00 100% 0 00 0 00 LARGEST MOTOR 0100 125% 0 00 0 00 OTHER MOTORS 0 00 100% 0 00 0 00 MISCELLANEOUS 0,00 100% 0.00 0100 KITCH APPLIANCES 0 00 100% 0.00 0 OD 2 16 2116 9 00 EXISTING PANEL D 125% VOLTS 240 /120 1 PHASE, 3 WIRE 16 02 100% LOCATION OLD CITY HALL AMPS 200 4 00 100% 4 00 MOUNTING SURFACE 0.00 MAIN BREAKER 0 00 0.00 OTHER MOTORS AIC 10,000 0 GROUND BUS MISCELLANEOUS 4 00 100% 4 FED FROM OCH MAIN DIST, EXIST SQUARE D TYPE QO LOAD CENTER 0100 OCT CCT DESCRIPTION LOAD OCT CCT DESCRIPTION LOAD NO. BRKR KVA NO BRKR KVA 1 100/2 EXIST PANEL E 9.24 2 0 00 0 5 20/1 EXIST HEATER 1 00 E 6 20/1 EXIST LIGHTS 20 7 20/1 EXIST LIGHTS 0 80 I 8 20/1 EXIST RECEPTS 1 08 9 20/1 EXIST RECEPTS 0.72 10 20/1 EXIST HEATER 1 00 11 20/1 EXIST RECEPTS 0.72 12 20/1 EXIST RECEPTS 0 72 13 20/1 EXIST RECEPTS 0 90 14 20/1 EXIST LIGHTS 0.90 15 20/1 EXIST RECEPTS 0 72 16 20/1 EXIST LIGHTS 1.22 17 20/1 EXIST RECEPTS 0,72 18 20/1 EXIST RECEPTS 0 72 19 20/2 AUDIO EQUIP 3 50 20 20/1 EXIST RECEPTS 0 90 21 J 22 20/1 EXIST RECEPTS 0 90 23 20 /Is LIGHTS 1.68 24 20/1 EXIST RECEPTS 0 72 25 20 /Is RECEPTS 0.90 J 26 20 /I* RECEPTS 0 72 27 20/1• RECEPTS 0.72 28 20 /Is RECEPTS 0 90 29 20 /1s CEILING FANS 1 00 ( 30 20 /Is RECEPTS 0 72 CONNECTED LOAD DEMAND FACTOR DEMAND LOAD KVA - KVA AMPS LIGHTS 6.80 125% 8 50 35 42 RECEPTACLES 16 02 100% 16 02 66 75 HEATING 4 00 100% 4 00 16 67 LARGEST MOTOR 0.00 125% 0 00 0.00 OTHER MOTORS 0100 100% 0 00 0 00 MISCELLANEOUS 4 00 100% 4 00 16 67 KITCH APPLIANCES 0 00 100% 0100 0 00 30 82 32 52 135 51 s PROVIDE BREAKER IN EXISTING SPACE A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE, WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS COI✓ 1PAVIS ws'', 3mm -1 Elel-m'cal E11(1 701 Dexter Ave N Suite 400 Seattle, Washington 98109 phone 206 285 7228 fax 206 285 7294 Z O O ° a l o W ° Wa Z X ?r J W 0 aZ am ISSUE DATE _ 06.18 -04 - MA_R_K DATE_ DESCREP_TION_ 6 -18-04 BID DOCUMENTS CONTENTS DIAGRAMS AND SCHEDULES SCALE 1l8' = Ve DRAWN CS CHECKED KW PROJECT NO 2001564 SHEET E5ml JUN '24'20',4 CITY OF PORT TO ryESryWT TO