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HomeMy WebLinkAboutAldrichs Market BLD04-0600 N N 0 J a ALDRICH MARKET A MIXED USE PROJECT OWNER Acoustical Ceiling Tile HAM AND RYE, LLC. CONTACT: Addendum DAVID HAMILTON AFF JONATHAN RYWECK PORT TOWNSEND, WASHINGTON 98368 (360) 385 -0500 Opposite FAX: (360) 379 -1666 ARCHITECT Board TAYLOR GREGORY BUTTERFIELD ARCHITECTS CONTACT: 654 5TH AVE. SOUTH, SUITE 300 BRAD BUTTERFIELD EDMONDS, WA 98020 ANN WILLIAMSON shed and Installed (425) 778 -1530 Beam FAX: (425) 774 -7803 CONSULTANTS Bottom CIVIL & STRUCTURAL CAB GENE H. UNGER ENGINEERING, INC. CONTACT: 1491 WEST 7TH STREET GENE UNGER PORT ANGELES, WASHINGTON 98020 CCT Cubicle Curtain Track (360) 452 -2098 CG FAX: (360) 417 -2098 SURVEYOR CJ ARNOLD WOOD SURVEYOR CONTACT: XXX ARNOLD WOOD XXX SITE AREA: MIN. 5,000 SF 12, 103. SF (360) 385 -5968 DICA FAX: (360) 379 -5659 XXX Janitor : XXX CONTACT: XXX XXX XXX XXX XXX XXX CONTRACTORS Dispenser Down HAMMER WORKS, INC. CONTACT: 654 5TH AVE. SOUTH, SUITE 300 KIRBY OWENS EDMONDS, WASHINGTON 98020 (425) 673 -5008 FAX: (425) 774 -7803 DESIGN -BUILD SUB - CONTRACTORS Tongue and Groove STORE PLANNING Down Spout E. ALEXANDER AND ASSOCIATES CONTACT: P.O.BOX 549 ED BOEHMER EDMONDS, WASHINGTON 98020 Drawing MAT (425) 776 -5323 L� TOW FAX: (425) 776 -5245 MECHANICAL (HVAC & PLUMBING) Drawer XXX CONTACT: XXX XXX XXX XXX MDO XXX XXX ELECTRICAL XXX CONTACT: xxx xxx xxx xxx MFR xxx FIRE PROTECTION Unless Noted Otherwise XXX CONTACT: XXX XXX XXX XXX Q xxx ABBREVIATIONS ACT Acoustical Ceiling Tile FAB ADDM Addendum FDN AFF Above Finished Floor FHC Gypsum Opposite Hydrant BD Board I and Installed BLDG Building FIO BLKG Blocking shed and Installed BM Beam FIV BOT Bottom shed by Vender CAB Cabinet FIVIC CBU Cementitious Backer Units shed by Owner, CCT Cubicle Curtain Track FDIC CG Corner Guard ng CJ Control Joint -- FTG -ate OC On Center Jation OD Gypsum Wall Board Outside Diameter , Extinguisher Cabinet OPP Gypsum Opposite Hydrant OPP HND Opposite Hand I and Installed PTD PERP Painted , Perpendicular wner PLAM Plastic Lomincte shed and Installed Hour Plywood ,nder PREFDAB Double shed by Vender PTN Partition led by Contractor PWR Power shed by Owner, R Radius led by Contractor RBR Rubber ng RECEPT Receptionist Standard RET Retoining e Masonry Unit GA GL Gauge Glass, Glazing RND Room e GWB Gypsum Wall Board S South ous GYP Gypsum SC Surgery Center NK APT ornaor �arpet HDR Header SCWH SF Solid ore Wood ',..or Square Feet CT Ceramic Tile HDWD HGT Hardwood HHei f,t SHTG Sheathing CTR Center HM 011 ?N Metal SLNT Sealant INCLUDING 11 PARKING STALLS R -30 HR Hour SIM Similar BL Double TAX PARCEL NUMBER: ALL OTHER SO Sgaainnless DEC Degree LOTS 1 & 3 BLOCK 1 OF THE PLAT OF PLUMMER'S ADDITION ST Steel DEPT Department IC Imaging Center STLD Standard DIA Diameter STORIES: SITE AREA: MIN. 5,000 SF 12, 103. SF BUILDING SETBACKS: (MIN.) DICA Drilled In Concrete Anchor JAN Janitor : STOR Storage DIM Dimension / 10' R -30 STRL Structural DISP DN Dispenser Down L LTG Angle Lighting T &B Top and Bottom DR Door 1 T &G Tongue and Groove DS Down Spout MAS Mosonry TOM Top of Masonry DWG Drawing MAT Material TOW Top. Of Wall DWR Drawer MAX Maximum TYP Typical East MDO Medium Density Overlay ROOFS & ROOF- CEILINGS 1HR MECH Mechanical UBC Uniform Building Code FjEach nsion Joint MFR , Manufacturer UNO Unless Noted Otherwise ELEC ELEV Electrical Elevation MIN M O. Minimum Masonry Opening VCT Vinyl Composition Tile Q Equal SEPARATIONS: \ ER ELR Existing to be Relocated Existing to Remain NIC Not In W WD West Wood EX Existing THIRD FLOOR: Contract WDW Window EXIST Existing NTS Not To Scale WG Wall Guard GENERAL PROJECT INFO j GLAZING AREA 9. OF FLOOR PROJECT ADDRESS: DOOR U- FACTOR 940 LAWRENCE STREET VAULTED CEILING PORT TOWNSEND, WASHINGTON 98368 WALL INT. BELOW GRADE PROJECT DESCRIPTION: FLOOR BUILD NEW 4 STORY WOOD FRAME BUILDING VERTICAL BASEMENT, GROUND FLOOR AND MEZZANINE RETAIL, 1. THIRD AND FOURTH FLOORS CONDOMINIUMS, 8 UNITS 0.35 WITH SITE WORK TO SUPPORT MIXED USE BUILDING 0.20 INCLUDING 11 PARKING STALLS R -30 CITY OF PORT TOWNSEND R -15 PORT TOWNSEND MUNICIPAL CODE, REVISED 5/2000 R -30 TITLE 17, ZONING CODE GRADE WALL TAX PARCEL NUMBER: ALL OTHER # 988- 800 -101 SLAB ON LEGAL DESCRIPTION: F'�MOR I LOTS 1 & 3 BLOCK 1 OF THE PLAT OF PLUMMER'S ADDITION TO PORT TOWNSEND AS PER VOLUME 1 OF PLATS PAGE 34, RECORDS OF JEFFERSON COUNTY, WASHINGTON. ATTIC ZONING REQUIREMENTS FLOOR ZONING DISTRICT: ALLOW / PROVIDE MIXED USE 10' C -III HISTORIC COMMERCIAL DISTRICT STORIES: SITE AREA: MIN. 5,000 SF 12, 103. SF BUILDING SETBACKS: (MIN.) FRONT / STREET 0: 0' SIDE / STREET 0' / 0' SIDE / RESIDENTIAL 20' / 44' -5" REAR / RESIDENTIAL 10' / 10' BUILDING SIZE: NONE BUILDING HT.: 50' / 43' -6" FLOOR AREA RATIO: 3 SF GROSS FL AREA TO 1 SF LOT 36,309. SF / PARKING: JOINT USE PER PLANNING DEPARTMENT 9 STALLS REQUIRED STALLS PROVIDED LANDSCAPE 110' EAST LOT LINE PER PLANNING REVIEW: PROVIDE 1 ADDITIONAL LANDSCAPING TO COMPLIMEN EXISTING NEIGHBORS LANDSCAPE STRIP AT EAST PROPERTY LINE 1 FOUR STORY BUILDING: TWO STD - RESID., TWO STORIES RESID. 2001 WSEC & VIAQ RESIDENTIAL PERSCRIPTIVE COMPLIANCE FORM TOTAL GLAZING FOR HEATED AREAS = 1140.0 SF 1,140.0 SF / 11,222.0 SF = 0.10 OR 10.16% OF FLOOR AREA OPTION j GLAZING AREA 9. OF FLOOR GLAZING U- FACTOR DOOR U- FACTOR CEILING VAULTED CEILING WALL ABOVE GRADE WALL INT. BELOW GRADE WALL EXT. BELOW GRADE FLOOR SLAB ON GRADE VERTICAL OVERHEAD 1. 12% 0.35 0.58 0.20 R -38 R -30 R -15 R -15 R -10 R -30 R -10 2001 WSEC & VIAQ NON- RESIDENTIAL PERSCRIPTIVE COMPLIANCE FORM TOTAL GLAZING FOR HEATED AREAS = 765.68 SF 765.6!3 SF / 9,104.0 SF = 0.08 OR 8.41% OF FLOOR AREA VENTILATION REQUIREMENTS T WASHINGTON STATE INDOOR AIR QUALITY CODE) SYMBOL FAN TYPE NUMBER "NU70NE° QT 130 1.0 SONES 102 CFM d .25 WG NUMBER 130 CFM 0 .10 WG RETAIL: "NUTONE" OT 80 1.5 SONES 63 CFM 0 .25 WG GLAZING GLAZING 80 CFM @ .10 WG NOTES: BELOW BELOW 2. USE QT 80 (50 CFM MIN.) @ ALL 0 L IONS. R ATING: 3. ALL FANS TO VENT DIRECTLY TSIDE LAf% �. SF ALL AR4 L D, U- FACTOR DOOR OPAQUE RADE WALL GRADE WALL ROOF OVER ALL OTHER RAISED SLAB ON WALLS F'�MOR I U- FACTOR WALL EXT. OTHER ATTIC ROOF FLOOR GRADE S. . ` VERTICAL OVERHEAD 10' 24,276 SIF STORIES: 1,600 SF MA OPENING PROTECTION: (PER TABLE 704.8) R -11 0 -15% 0.90 1.45 0.60 R -11 R -10 R -11 R -30 R -21 R -19 R -10 VENTILATION REQUIREMENTS (SEE WASHINGTON STATE INDOOR AIR QUALITY CODE) SYMBOL FAN TYPE NUMBER "NU70NE° QT 130 1.0 SONES 102 CFM d .25 WG NUMBER 130 CFM 0 .10 WG RETAIL: "NUTONE" OT 80 1.5 SONES 63 CFM 0 .25 WG _2 80 CFM @ .10 WG NOTES: 1. USE QT 130 (100 CFM MIN.) D ALL KITCHEN & WHOLE HOUSE FAN. -4" 2. USE QT 80 (50 CFM MIN.) @ ALL 0 L IONS. R ATING: 3. ALL FANS TO VENT DIRECTLY TSIDE LAf% �. SF 4. ALL OTHER REQUIREMENTS 0 2001 WSEC/ 00 VIAQ MUST ME A SECTION ** INCREASE IN STORIES W/ A3.0 DRAWING NUMBER 2 SECTION NUMBER A3 DRAWING NUMBER 5 DETAIL NUMBER RETAIL: A4.0 DRAWING NUMBER OFFICE 115 sc -TSi R1 -30 6 ELEVATION NUMBER BUILDING SECTION O, 7 INTERIOR ELEV ® ®® DRAWING NUMBER ELEVATION NUMBER SECTION A3 0 EXTERIOR ELEV DRAWING NUMBER A GRID LINE DETAIL & NUMBER �o ALL TYPE DENOTION, 1 SEE SHT A5.10, ROOM NAME & NUMBER Q WINDOW TYPE REVISION DOOR NUMBER RELITE NUMBER <@> PARTITION TYPE BUILDING REQUIREMENTS GOVERNING CODES: i. 1997 U.B,C, w/ state amendments Z ii. 1997 U.M.C. w/ state amendments iii. 2000 U.P.C. w/ state amendments iv. 1997 U.F.C. w/ state amendments V. 2001 W.S.E.C. Second Edition Vi. 2000 Washington State Ventilation Ind or Air Quali Code I 7 W n n viii. WAC 51.40, CPT. 11 UB ix. 1993 Water Conservation Standards SEISMIC ZONE: 3 OCCUPANCY GROUP: S - (PUBLIC STORAGE) M - (GROCERY STORE) (A-3 Or7-1 R1 - (RESIDENTIAL APARTMENTS) CONSTRUCTION TYPE: TYPE V 1 HR� FIRE RATINGS SEPARATIONS: i. R1 - M & 3 = 1 HR C G10 ii. M - S = 1 HR �� � 60_ U BASE ALLOWABLE AREA "S" AND "M" V -1 HR. "R -1" V -1 HR. AND STORIES: PER TABLE 5 -B 3 / 14,000 S.F. 3 / 10,500 S.F. * ALLOWABLE AREA INCREASE 2 2 MULTI STORY; UBC SEC. 504.2 28,000 S.F. 21,000 S.F. * ** ALLOWABLE AREA INCREASE ** INCREASE IN STORIES W/ 4 STORIES SF SEPARATION ON THREE SIDES: BASEMENT: AUTOMATIC SPRINKLER SYSTEM; FP UBC SEC. 505.1.3 RETAIL: SF GROUND FLOOR: EAST = 44' -4" NFPA -13 AT RESIDENTIAL FLOORS 24' -4" NORTH = 10' R ATING: 0' SF EAST (TYLER STREET) = 30' 2/2 10' (PER TABLE 605) SOUTH (LAWRENCE STREET) = 36' -6" AND "M" V -1 HR. "R -1" 16' -6 SF EXTERIOR PROTECTION 464 SF DECK EATING AREA: 10.' X 2.5 = 25% 1 EXT WALLS- BEARING: 1 HR 35,000 S.F. 26,250 S. . A TOTAL AREA: 10' 24,276 SIF STORIES: 1,600 SF MA OPENING PROTECTION: /1 OCCUPANCT LOAD ** INCREASE IN STORIES W/ 4 STORIES SF BASEMENT: AUTOMATIC SPRINKLER SYSTEM; FP T BASEMENT STORAGE AND RETAIL: SF GROUND FLOOR: UBC SEC. 505.3.1 NFPA -13 AT RESIDENTIAL FLOORS RETAIL: 4,567 SF R ATING: 1,090 SF SECOND FLOOR: 2/2 30 (PER TABLE 605) "B" AND "M" V -1 HR. "R -1" V -1 HR. SF EXTERIOR PROTECTION 464 SF DECK EATING AREA: 344 SF S, M, R -1 EXT WALLS- BEARING: 1 HR RES., 4 UNITS 1,600 SF MA S, M, R -1 EXT NON- BEARING: 1 HR RES.,4 UNITS 1,600 SF MA OPENING PROTECTION: (PER TABLE 704.8) X 200 8 1 \ S, M, R -1 NOT PERMITTED < 5 FT 2/2_ X 200 FIRE RATING FOR INDIVIDUAL ELEMENTS: / /1 (PER TABLE 601 & 602) S, M, R -1 1 3EARING WALLS - INTERIOR 1HR J STRUCTURAL FRAME 1HR PARTITIONS - PERMANENT 1HR SHAFT ENCLOSURES 1HR FLOORS & FLOOR- CEILINGS 1HR ROOFS & ROOF- CEILINGS 1HR EXTERIOR DOORS & WINDOWS 3/4 HR < 10' FIRE RATINC FOR OCCUPANCY SEPARATIONS: 1 S/M TO R -1 1HR OCCUPANCY SEPARATION J AREA OF OPENINGS IN OCC. SEPARATIONS: \ NO LIMITATION / OPENING 1HR SEPARATION BUILDING AREAS • THIRD FLOOR: /) BASEMENT: UNIT 301: 1,311 SF PUBLIC STORAGE: 4,310 SF UNIT 301 DECK: 29 SF CONDO STORAGE: 352 SF UNIT 302: 1,502 SF CORRIDOR 1102 SF UNIT 302 DECK: 29 SF STAIRS: 281 SF UNIT 303: 1,199 SF ELEVATOR /LOBBY /MECH RM: 217 SF UNIT 303 DECK: 29 SF UNIT 304: 1,599 SF AREA: 6,262 SF UNIT 304 DECK: 67 SF FIRST FLOOR: CORRIDOR: 520 SF RETAiL: 5,878 SF STAIRS: 337 SF STAIRS: 354 SF ELEVATOR / LOBBY: 136 SF ELEVATOR / LOBBY: 150 SF AREA: 6,758 SF AREA: 6,382 SF FOURTH FLOOR: UNIT 401: 1,311 SF MEZZANINE: UNIT 4D1 DECK: 29 SF RETAIL: -, 212 5F UNIT 402: 1,502 SF OFFICE /EMPLOYEE LOUNGE: 550 SF UNIT 402 DECK: 29 SF EATING: 464 SF UNIT 403: 1,199 SF EATING DECK: 344 SF UNIT 403 DECK: 29 SF PUBLIC RESTROOMS: 328 SF UNIT 404: 1,599 SF STAIRS: 525 SF UNIT 404 DECK: 67 SF ELEVATOR / LOBBY: 151 SF CORRIDOR: 520 SF AREA: 4,574 SF STAIRS: 141 SF ELEVATOR / LOBBY: 136 SF A AREA: 6,562 SF /1 OCCUPANCT LOAD / EXITING: AREA SF BASEMENT: LOAD FAC. PUBLIC STORAGE: 4,662 SF GROUND FLOOR: 2/2 RETAIL: 4,567 SF STORAGE: 1,090 SF SECOND FLOOR: 2/2 30 RETAIL: 2,212 SF OFFICE: 550 SF EATING AREA: 464 SF DECK EATING AREA: 344 SF THIRD FLOOR: / 2 < RES., 4 UNITS 1,600 SF MA FOURTH FLOOR: 15 15 31 1 23 io 1 RES.,4 UNITS 1,600 SF MA TA\L 30,538 F - GREGORY - BUTTERFIELD ARCHITECTS LOAD FAC. OCC. REVD PRV'D FLEX Tel: 425.778.1530 2/2 300 16 I�0 1 ✓ 2 www.TGBArchitects.com 2/2 30 152 I� 3 3 30 36 1 2 2/2 60 37 1 / 2 < 100 6 3p 1 ✓ 1 15 15 31 1 23 io 1 1 1 2/2 X 200 8 1 ✓ 2 2/2_ X 200 8 1 % 2 / 14111 A G REQUIREMENTS C PLUMBING REQUIREMENTS' �- S AND M OCCUPANCIES: 15,396 SF 200 77 PROVIDED: /���_�-\ INDEX TO DRAWINGS AO.00 COVER SHEET AO.01 GENERAL NOTES ARCHITECTURAL A1.00 ARCHITECTURAL SITE PLAN A2.00 1 BASEMENT FLOOR PLAN - STORAGE A2.10 OR PLAN - RETAIL A2.20 SECOND FLOOR PLAN- RETAIL A2.30 OOR PLAN - RESIDENTIAL A2.40 FOURTH FLOOR PLAN - RESIDENTIAL A2.50 ROOF PLAN A3.00 EXTERIOR ELEVATIONS - NORTH & WEST A3.01 EXTERIOR ELEVATIONS - SOUTH & EAST A4.00 BUILDING SECTIONS A5.00 WALL SECTIONS A5.01 WALL SECTIONS A5.10 VERTICAL CIRCULATION / SECTION & DETAILS A5.11 VERTICAL CIRCULATION / PLAN & SECTION A5.12 VERTICAL CIRCULATION / ELEVATIOR SEC. A6.00 DOOR SCHEDULE AND DETAILS A6.01 DOOR DETAILS A6.20 WINDOW SCHEDULE AND DETAILS A6.21 WINDOW SCHEDULE AND DETAILS A6.30 FINISH SCHEDULE AND DETAILS A6.31 FINISH SCHEDULE AND DETAILS A7.00 INTERIOR ELEVATIONS A8.00 DETAILS A8.11 DETAILS STRUCTURAL S1.00 STRUCTURAL DETAILS - NOTES 1 S1.10 STRUCTURAL DETAILS - NOTES 2 - LATERAL PANELS S1.50 CIVIL - SITE PLAN S2.02 BASEMENT FLOOR PLAN - STRUCTURAL FOUNDATION S2.06 1 BASEMENT FLOOR PLAN - STRUCTURAL FRAMING S2.1 =SECONDLCF9LOOR R PLAN - STRUCTURAL FRAMING 52.20 PLAN - STRUCTURAL FRAMING S2.30 OR FRAMING - STRUCTURAL FRAMING S2.40 FOURTH FLOOR FRAMING - STRUCTURAL FRAMING S2.50 ROOF PLAN S3.10 STRUCTURAL DETAILS - SCHLDULES S3.30 STRUCTURAL DETAILS - NORTH AND EAST FOUNDATION S3.32 STRUCTURAL DETAILS - �; O�)TH AND WEST FOUNDATION S3.34 STRUC1 URAL DETAILS - DE-T ?.ILS FOUNDATION 53.40 STRUCTURAL DETAILS - COLUMN - BEAM DETAILS S3.42 STRUCTURAL DETAILS - ENTRY CANOPY S3.44 STRUCTURAL DETAILS - PAR<ING CANOPY 53.46 STRUCTURAL DETAILS - (PARKING CANOPY S3.47 STRUCTURAL DETAILS - OUTDOOR DECK SECTION /LOADING DOCK DEFERRED SUBMITTAI._S: 1. FIRE SPRINKLER E. RIGHT -OF -WAY 2. FIRE ALARM. ENCROACHMENTS 3. SIGNAGE 10. FIRE- AND- LIFE SAFETY PLANS 4. ELEVATOR 11. MECHANICAL / VENTILATION 5. FIRE CONNECTION PERMIT 12. ELECTRICAL 6: SIDE SEWER 13. TYPE A UNIT CASEWORKS 7. WATER METER SPECIAL INSPECTIONS: BY GEOTECHNICAL ENGINEER: BY STRUCTURAL ENGINEER: 1. EXCAVATIONS 1. STRUCTURAL OBSERVATIONS 2. FILL OPERATION DURING CONSTRUCTION CONTINUOUS 'ZiIECIAL INSPECTIONS: SPECIAL INSPECTION IN ACCORDANCE w/ SEC. 1701 OF THE U.B.C. , THE STRUCTURAL CONTINOUS INSPECTION NOTES 'N VICINITY MAP ZA ■ ■ 3605_ REGISTERED OF ■ ■ ■ 1005 Lawerence Street Port Townsend, WA. 98638 -65233 COVER SHEET PERMIT SET 6 -30 -04 ■ ■ i1 REVISIONS Al City comments 07 -19 -04 A III w0waftew"". Is PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: AZTW DATE ORIGINALLY DRAWN: APRIL, 20gj_ SHEET NO ERM IT 30 0 4 .060 AO..00 ■ Eil4`YL*'�wTwT' ' Y1eStl9Pr�4®SiYi�i�tiiYYtlIJW9Il1 Y/ ® TAYLOR - GREGORY - BUTTERFIELD ARCHITECTS 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBArchitects.com www.TGBArchitects.com ■ ■ 3605_ REGISTERED OF ■ ■ ■ 1005 Lawerence Street Port Townsend, WA. 98638 -65233 COVER SHEET PERMIT SET 6 -30 -04 ■ ■ i1 REVISIONS Al City comments 07 -19 -04 A III w0waftew"". Is PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: AZTW DATE ORIGINALLY DRAWN: APRIL, 20gj_ SHEET NO ERM IT 30 0 4 .060 AO..00 ■ Eil4`YL*'�wTwT' ' Y1eStl9Pr�4®SiYi�i�tiiYYtlIJW9Il1 Y/ F E For., ❑E C N I 0) o i Lo I i� c I 0 ."C) - 0 I d' V C I < , iB }- A.6 A 0 N M H 0 0 J IL F Q7 w c rn I 1.4) 8' -1.. 4._6.. a i i 24" 10' -6" 24" 6' -6 "1 J �, 5' -1" 22" 21' -8" ' 141' -2" 17' -1" V -0.. 24" !16" 2' -4" 3'j -11" 3' -0" 3' -8" 2' -10" 3' -6" 3' -6" L WDW CL WINDOW ft DOOR I j , i o DECK N BAY WINDOW 1 5 /yam O GEKO o ?°7. i0 N :- SOFFIT DOWN BAY - u1 WINDOW AREA 4' -6" 16'-9" i I- 23' -4" 4.9 5 , 6 2' -1" 2' -3" M UNDER BEAM BDRM 14' -3" ,_o.. a 4' -3" WINDOW 7 r7 3 0 1D I `a N F ■ TAYLOR• GREGORY •BUTTERFIELD ARCHITECTS 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.776.1530 Fax: 425.774.7803 E -mail: infolIRTGBArchitects.com www.TGBAmhitects.com ■ ■ N � °j UNDER BEAM. I i I 01.06 1 VIN "� IVIN BDR 6 0 3605 0 1 I 402,06 402.05 I I VEST. `r REGIST ED of MSTR.' �3 BDRM 1 J ! j CAR R� ROOM GA t 1 T I 400,01 I T ° w LI HT CALC. 401,09 2.09 0 O J 401.05 w -. / 1 CAR 1 LIGHT CALC. LIGHT CALC. I to 0 SF 12 SF MIN._ , CA i 1 ; 2 .5 SF PROVIDED = LIGHT CALC. � _ _ _ LIGHT CALC. 1 �0 SF /12 SF MIN 165 SF 16.5 SF MIN 1 -2 0 j / I d- JOHN TA OR LIGHT CALC ( 296 SF /30 SF MI ( 364 SF /37 SF MIN 2�.5 SF PROVIDED 50 SF PROVIDED A512 ATE OF sHINGTON 26 7 7765FFPROVIDED °o " 35 SF PROVIDED i 49 SF PROVIDED T / { o I0 4' -4" 6' -3" 11' -10" I 2 I 5' -9" = 7' -1" -6" 1' -9" 6 -10 4' -5" VWER� 0 _ N � - ZERO CLEARANCE DIR. VENT Qy0 O w u� P R - - -- - -- 0 -- - -- - g E °� GAS FIREPLACE. INSTALL E D Z _0 = � MANUF. SPECS. PROVIDE w ; .. OUTSIDE COMBUSTION AIR 402.04 q , ■ ■ j w /MIN 6 SQ INCH OPENING 4 2 061 402.04 o 110V ! 10 TYPICAL AT ALL FIREPLACES. O 0 110V /� I� /k - S.D. SD - S.D. - 401.061 i0 : ' o 40205 ° v SHELF & ROD' `in ;:.. ELF 7�t�R0� _ - _ H CH -- - - -- - - - 1 - - - - LNDRY. UNIT 401 - -U BATH o 1.1 STAIR D.6 - I n EXIT SHOWER LINE OF 02.02 _ SIGN LINE OF NIT 402 402.02 u N � 001E.01 NO. 1 r 110v O o A5.10 MSTR. 401.10 11ov • SOFFIT ABOVE SOFFIT ABOVE Q TILE o �+ O' 001E 801 Q4 o VINYL TILE S.D. 6 ; S.D. X? Cl 00 TILE I 2x4 WALL I /- O I� =- 0 o d ��� BELOW 2x4 WALL O N 3 a CABINETS BELOW \ ' CABINETS O HECF &-R0� N o M I HALL - -_ FIRE � o � 0 O I HALL I L1 _ 402.10 EXTING. vw V)i - -- -- - - -- - -- i - ------------ HWD p ! £ BWET o - O 5 D 3 - pp A ° - - -- - -- - - --- --- -- --- -- - - -- - - -- -- -- -- -- e J 1 1 N O 00 °N • BATH D DINING °D DINING F _ o w N ■ ■ o STUDY, ¢ Proposed xm 4 401.02 o KITCHEN I ROOM ROOM KITCHEN - �°_' 401.02 C J 401,08 402.08 402,07 3 j qp p F A511 TILE PET o:• o j I I HWD HWD HyJO HWD j '/ (� q I N -7-7`7777777777777777, - LNDR 3 s ; o New Mixed use Building STAR I 402.0 ° �2 = 1 _�TS� Aldrich Market 12 N� 01 D1 0 o i N 12 i iGATS CY z rO 002E o o N N vii VINYL T �" REFER REFER -- I w o � M :„ H N ? ` - - - N WH- 3 M f 1005 Lawerence Street Port Townsend, WA. 98638 -65233 - - -- w - - - - - -- - - - - - -- - - - - -- -3 - C.5 ) �- -- -- to �" I - - - - O �{ T1 4'-6" 5' -1 13' -2' 10 -4 0' -9' 13' -= 5' -0" 3' -3" 11 3 12 4' -p J \. 7 `D EXIT o CORRIDOR b EXIT I F1 _ I I I III z m SIGN I 1 `r -- -'- 5 - v 1S 33: ° 3 o +7" 3 r� 0 13 5' -0' 6' -2' 2'- 3'.... 6' -1 8' -10" -- 5'-0" - 27 4 �_ -. - o a u 12 - �' -o - -- - - -- - - -- - C.2 - -- -- -- - - -- - -- -o �- - F, GUARDRAIL .� +42" ABV ■ ■ FIRE - ° - - - ! FIN FLR SPACE OPENINGS , EXTING. - iv 60 "x30" WH SHOVE F N I 1 SO A 4" SPHERE WILL °' N CABINET o o TUB /SHOWER ! W D REFERI x I FOURTH FLOOR PLAN LINE OF 3 NOT PASS THROUGH. TYP 0 SOFFIT ABOVE ®ALL DECKS 1 LNDRY) M KITCHEN n - - a - - - - STR: - -- °. - - - 404.07 -- - -- - - - - DINING - - -- -` - - -- -i - - - - -rn -- - -- - -- C i - - - -- -- -- ---KITCHEN-- ° -- - - - - LIVING 0 403.00 REF�R ° O 0...' J _ 1__. O -- i 1 - h`1TCHEN OEXIT ;r °- - -- -- - HWD - - -- - - - - -- ROOM - -- - - j - ROOM - - -._� _.. - -- -- - - - 1 EMERGENCY. . -.. - -.- - SIGN 4 - - - - - - `- , BATH a __ F TILE 4D T D 1 HWD 08 -- - 404.09 _ �t 0 �B LIGHTS 002E _ _ 0 J -- 4D3.02 BSTH. INK I 1 T 1 SL o 41 AT " " x y4, 12 oa " HD 3 Des r> 403.D4 401.02 J TILE oo N °..- .. -_..: .- HALL N . 373TSF/38 SF MIN ° UNIT 404 PB 0) G o HWD.03 _ ILE I O HD o o ° I BELOW DECK 70 SF PROVIDED J SI . o I N CABINETS I 2 1 DECK ZERO CLEARANCE DIR. d GEKO o 403.02 404.02 _ VENT GAS FIREPLACE. TILE S -0" - 3' -9" 5 -0" 8 -8" 5' -9" 11' -10" 15" 13' -0" 4' -0" d INSTALL PERjMANUF. tO SPECS. PROVIDE OUTSIDE BELOW ALL M o 1 _ _ _ COMBUSTION AIR w /MIN. 0 11 Dv o [go 3 O S V PROVIDE 22 "x30" � PERMIT SET 6 30-04 6 SQ. INCH OPENING. CABINETS 404,031, ATTIC ACCESS. 7 to o _ 15" 1 0 S.D. i 0 60 "x30' j <r / x__ TUB /SHOWER ^ , O W.S. & INSULATE. - 1 N 1 REVISIONS 7 TYPICAL AT L o FIREPLACES, - F- - - -- - a- - - -- _ - - - -- - - - - F © City comments 07 -19 -04 UNIT 403 �, F SHELF & ROD o N SHELF & ROD o o rn �,�� � - ° o LNDRY. ; o LIVING 1 LINE OF-T! iv = °� 110V 403.10 , N o WH VINYL TIDE SHELF Sc ROD S.D. S,D.MSTR. - - LIVING 40 . M I SOFFIT ABOVE 403.061 1 O 401.061 s.D. s °' BDRM. ROOM o ARP 1 I ( DINING BDRM. BDRM. Oe 404.04 404.05 A ROOM 01 ! 404.10 i Q BDRM. 403.05 404.06 I RP 1 PE I o A cO a _ I LIGHT CALC. { I 403.08 0 � I � t 403.06 m o 240 SF /24 SF MIN HWD I T T 1 1 LIGHT CALC, LIGHT CALC. '0 10 o I 85 SF PROVIDED I I t LIGHT CALC, LIGHT CALC. MSTR. / 184 SF 19 SF MIN o 138 SF 14 SF MIN 0 I LIGHT CALC. 150 SF /15 SF MIN n 120 SF /12 SF MIN BATH o 35 SF PROVIDED 99 SF PROVIDED o _ 1 D 100 SF /10 SF MIN 50 SF PROVIDED 1 1 27.5 SF PROVIDED 424.04 ! 27.5 SF PROVIDED TILE 0 Q - SOFFIT DOWN BAY ° ° 6 WINDOW AREA I 1 Q N O� - iv SOFFIT DOWN BAY Ogg UNDER BEAM, i O 6DOWE I 1 WINDOW AREA 1� j SOFFIT DOWN BAY UNDER BEAM. Off. N 0 WINDOW AREA L- UNDER BEAM. _ ■ ■ 403.09 l i S ELF ROD o0 L36 ; W40 .08 W4D3.06 ; O Z w404.06 d DECK �O DECK j 0 -• • tK' N PROJECT NO: 03075 R BAY WINDOW o GEjCO' 7 O _. �O J o 7 GEKO O I � w a I PROJECT MANAGER: BJB L DOOR L WDW L WDW L WDW L WDW 403.0 L WDW L WDW L DOOR 404.1 3'; 6 2' -7" 3' -11' 31 -0 3' -1' 3 -8" 3' -0 3' -4" 14" 24" 6 -6" 24' 5' -1" 3' -0" 4' -3" 3' -4" 5' -9" 7' -6" 2' -7" 3' -6" 3' -6" 2' -4" 18 "I 24" ! 6' -6" 24" DRAWN BY: DECK DATE ORIGINALLY DRAWN: „ „ 3' -D" 7' -0" ! j i 23' -9" 10' -6' 17 31' -6'I 7' -0 3 r1D t0' -6' 18" 24" 45' -8" 54' -4" 24" ■ ■ SHEET NO X1.41 (1.6) X1.9!;2) 3 ;3,3; 4 4.9i ! 5 i 6 7) PER ��� # _ Q4.0�� - A4.DO - - FOURTH FLOOR PLAN �O\ SCALE: 1/4" = 1' -0" ML.YV 100' -0" i i i i I 4' -7" 7 7' -4" 7 7' -0" 1 18' -0" 1 10' -6" 2 21" 24" 5" 4" 3 3' -6" 3 3' -6" 4 I 20" 2 24" 6 6' -6" 2 24" L WDW j L L D DOOR { { L WDW L WINDOW J 1 GUARDRAIL @ +42" !ABV 1 A4.00 Z ° °EKo 0 Li N F FIN FLR SPACE OPENINGS �� 402.052 in o o •• S SO A 4" SPHERE WILL w I I v v NOT PASS THROUGH1 TYP ° W W402.09 j © © ALL DECKS , W402.06 - -- - - _ - -- -- - - SOFFIT DOWN B BAY m W j I I M WINDOW AREA M MSTR. 14' -3" ,_o.. a 4' -3" WINDOW 7 r7 3 0 1D I `a N F ■ TAYLOR• GREGORY •BUTTERFIELD ARCHITECTS 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.776.1530 Fax: 425.774.7803 E -mail: infolIRTGBArchitects.com www.TGBAmhitects.com ■ ■ N � °j UNDER BEAM. I i I 01.06 1 VIN "� IVIN BDR 6 0 3605 0 1 I 402,06 402.05 I I VEST. `r REGIST ED of MSTR.' �3 BDRM 1 J ! j CAR R� ROOM GA t 1 T I 400,01 I T ° w LI HT CALC. 401,09 2.09 0 O J 401.05 w -. / 1 CAR 1 LIGHT CALC. LIGHT CALC. I to 0 SF 12 SF MIN._ , CA i 1 ; 2 .5 SF PROVIDED = LIGHT CALC. � _ _ _ LIGHT CALC. 1 �0 SF /12 SF MIN 165 SF 16.5 SF MIN 1 -2 0 j / I d- JOHN TA OR LIGHT CALC ( 296 SF /30 SF MI ( 364 SF /37 SF MIN 2�.5 SF PROVIDED 50 SF PROVIDED A512 ATE OF sHINGTON 26 7 7765FFPROVIDED °o " 35 SF PROVIDED i 49 SF PROVIDED T / { o I0 4' -4" 6' -3" 11' -10" I 2 I 5' -9" = 7' -1" -6" 1' -9" 6 -10 4' -5" VWER� 0 _ N � - ZERO CLEARANCE DIR. VENT Qy0 O w u� P R - - -- - -- 0 -- - -- - g E °� GAS FIREPLACE. INSTALL E D Z _0 = � MANUF. SPECS. PROVIDE w ; .. OUTSIDE COMBUSTION AIR 402.04 q , ■ ■ j w /MIN 6 SQ INCH OPENING 4 2 061 402.04 o 110V ! 10 TYPICAL AT ALL FIREPLACES. O 0 110V /� I� /k - S.D. SD - S.D. - 401.061 i0 : ' o 40205 ° v SHELF & ROD' `in ;:.. ELF 7�t�R0� _ - _ H CH -- - - -- - - - 1 - - - - LNDRY. UNIT 401 - -U BATH o 1.1 STAIR D.6 - I n EXIT SHOWER LINE OF 02.02 _ SIGN LINE OF NIT 402 402.02 u N � 001E.01 NO. 1 r 110v O o A5.10 MSTR. 401.10 11ov • SOFFIT ABOVE SOFFIT ABOVE Q TILE o �+ O' 001E 801 Q4 o VINYL TILE S.D. 6 ; S.D. X? Cl 00 TILE I 2x4 WALL I /- O I� =- 0 o d ��� BELOW 2x4 WALL O N 3 a CABINETS BELOW \ ' CABINETS O HECF &-R0� N o M I HALL - -_ FIRE � o � 0 O I HALL I L1 _ 402.10 EXTING. vw V)i - -- -- - - -- - -- i - ------------ HWD p ! £ BWET o - O 5 D 3 - pp A ° - - -- - -- - - --- --- -- --- -- - - -- - - -- -- -- -- -- e J 1 1 N O 00 °N • BATH D DINING °D DINING F _ o w N ■ ■ o STUDY, ¢ Proposed xm 4 401.02 o KITCHEN I ROOM ROOM KITCHEN - �°_' 401.02 C J 401,08 402.08 402,07 3 j qp p F A511 TILE PET o:• o j I I HWD HWD HyJO HWD j '/ (� q I N -7-7`7777777777777777, - LNDR 3 s ; o New Mixed use Building STAR I 402.0 ° �2 = 1 _�TS� Aldrich Market 12 N� 01 D1 0 o i N 12 i iGATS CY z rO 002E o o N N vii VINYL T �" REFER REFER -- I w o � M :„ H N ? ` - - - N WH- 3 M f 1005 Lawerence Street Port Townsend, WA. 98638 -65233 - - -- w - - - - - -- - - - - - -- - - - - -- -3 - C.5 ) �- -- -- to �" I - - - - O �{ T1 4'-6" 5' -1 13' -2' 10 -4 0' -9' 13' -= 5' -0" 3' -3" 11 3 12 4' -p J \. 7 `D EXIT o CORRIDOR b EXIT I F1 _ I I I III z m SIGN I 1 `r -- -'- 5 - v 1S 33: ° 3 o +7" 3 r� 0 13 5' -0' 6' -2' 2'- 3'.... 6' -1 8' -10" -- 5'-0" - 27 4 �_ -. - o a u 12 - �' -o - -- - - -- - - -- - C.2 - -- -- -- - - -- - -- -o �- - F, GUARDRAIL .� +42" ABV ■ ■ FIRE - ° - - - ! FIN FLR SPACE OPENINGS , EXTING. - iv 60 "x30" WH SHOVE F N I 1 SO A 4" SPHERE WILL °' N CABINET o o TUB /SHOWER ! W D REFERI x I FOURTH FLOOR PLAN LINE OF 3 NOT PASS THROUGH. TYP 0 SOFFIT ABOVE ®ALL DECKS 1 LNDRY) M KITCHEN n - - a - - - - STR: - -- °. - - - 404.07 -- - -- - - - - DINING - - -- -` - - -- -i - - - - -rn -- - -- - -- C i - - - -- -- -- ---KITCHEN-- ° -- - - - - LIVING 0 403.00 REF�R ° O 0...' J _ 1__. O -- i 1 - h`1TCHEN OEXIT ;r °- - -- -- - HWD - - -- - - - - -- ROOM - -- - - j - ROOM - - -._� _.. - -- -- - - - 1 EMERGENCY. . -.. - -.- - SIGN 4 - - - - - - `- , BATH a __ F TILE 4D T D 1 HWD 08 -- - 404.09 _ �t 0 �B LIGHTS 002E _ _ 0 J -- 4D3.02 BSTH. INK I 1 T 1 SL o 41 AT " " x y4, 12 oa " HD 3 Des r> 403.D4 401.02 J TILE oo N °..- .. -_..: .- HALL N . 373TSF/38 SF MIN ° UNIT 404 PB 0) G o HWD.03 _ ILE I O HD o o ° I BELOW DECK 70 SF PROVIDED J SI . o I N CABINETS I 2 1 DECK ZERO CLEARANCE DIR. d GEKO o 403.02 404.02 _ VENT GAS FIREPLACE. TILE S -0" - 3' -9" 5 -0" 8 -8" 5' -9" 11' -10" 15" 13' -0" 4' -0" d INSTALL PERjMANUF. tO SPECS. PROVIDE OUTSIDE BELOW ALL M o 1 _ _ _ COMBUSTION AIR w /MIN. 0 11 Dv o [go 3 O S V PROVIDE 22 "x30" � PERMIT SET 6 30-04 6 SQ. INCH OPENING. CABINETS 404,031, ATTIC ACCESS. 7 to o _ 15" 1 0 S.D. i 0 60 "x30' j <r / x__ TUB /SHOWER ^ , O W.S. & INSULATE. - 1 N 1 REVISIONS 7 TYPICAL AT L o FIREPLACES, - F- - - -- - a- - - -- _ - - - -- - - - - F © City comments 07 -19 -04 UNIT 403 �, F SHELF & ROD o N SHELF & ROD o o rn �,�� � - ° o LNDRY. ; o LIVING 1 LINE OF-T! iv = °� 110V 403.10 , N o WH VINYL TIDE SHELF Sc ROD S.D. S,D.MSTR. - - LIVING 40 . M I SOFFIT ABOVE 403.061 1 O 401.061 s.D. s °' BDRM. ROOM o ARP 1 I ( DINING BDRM. BDRM. Oe 404.04 404.05 A ROOM 01 ! 404.10 i Q BDRM. 403.05 404.06 I RP 1 PE I o A cO a _ I LIGHT CALC. { I 403.08 0 � I � t 403.06 m o 240 SF /24 SF MIN HWD I T T 1 1 LIGHT CALC, LIGHT CALC. '0 10 o I 85 SF PROVIDED I I t LIGHT CALC, LIGHT CALC. MSTR. / 184 SF 19 SF MIN o 138 SF 14 SF MIN 0 I LIGHT CALC. 150 SF /15 SF MIN n 120 SF /12 SF MIN BATH o 35 SF PROVIDED 99 SF PROVIDED o _ 1 D 100 SF /10 SF MIN 50 SF PROVIDED 1 1 27.5 SF PROVIDED 424.04 ! 27.5 SF PROVIDED TILE 0 Q - SOFFIT DOWN BAY ° ° 6 WINDOW AREA I 1 Q N O� - iv SOFFIT DOWN BAY Ogg UNDER BEAM, i O 6DOWE I 1 WINDOW AREA 1� j SOFFIT DOWN BAY UNDER BEAM. Off. N 0 WINDOW AREA L- UNDER BEAM. _ ■ ■ 403.09 l i S ELF ROD o0 L36 ; W40 .08 W4D3.06 ; O Z w404.06 d DECK �O DECK j 0 -• • tK' N PROJECT NO: 03075 R BAY WINDOW o GEjCO' 7 O _. �O J o 7 GEKO O I � w a I PROJECT MANAGER: BJB L DOOR L WDW L WDW L WDW L WDW 403.0 L WDW L WDW L DOOR 404.1 3'; 6 2' -7" 3' -11' 31 -0 3' -1' 3 -8" 3' -0 3' -4" 14" 24" 6 -6" 24' 5' -1" 3' -0" 4' -3" 3' -4" 5' -9" 7' -6" 2' -7" 3' -6" 3' -6" 2' -4" 18 "I 24" ! 6' -6" 24" DRAWN BY: DECK DATE ORIGINALLY DRAWN: „ „ 3' -D" 7' -0" ! j i 23' -9" 10' -6' 17 31' -6'I 7' -0 3 r1D t0' -6' 18" 24" 45' -8" 54' -4" 24" ■ ■ SHEET NO X1.41 (1.6) X1.9!;2) 3 ;3,3; 4 4.9i ! 5 i 6 7) PER ��� # _ Q4.0�� - A4.DO - - FOURTH FLOOR PLAN �O\ SCALE: 1/4" = 1' -0" ML.YV ■ ■ N � °j UNDER BEAM. I i I 01.06 1 VIN "� IVIN BDR 6 0 3605 0 1 I 402,06 402.05 I I VEST. `r REGIST ED of MSTR.' �3 BDRM 1 J ! j CAR R� ROOM GA t 1 T I 400,01 I T ° w LI HT CALC. 401,09 2.09 0 O J 401.05 w -. / 1 CAR 1 LIGHT CALC. LIGHT CALC. I to 0 SF 12 SF MIN._ , CA i 1 ; 2 .5 SF PROVIDED = LIGHT CALC. � _ _ _ LIGHT CALC. 1 �0 SF /12 SF MIN 165 SF 16.5 SF MIN 1 -2 0 j / I d- JOHN TA OR LIGHT CALC ( 296 SF /30 SF MI ( 364 SF /37 SF MIN 2�.5 SF PROVIDED 50 SF PROVIDED A512 ATE OF sHINGTON 26 7 7765FFPROVIDED °o " 35 SF PROVIDED i 49 SF PROVIDED T / { o I0 4' -4" 6' -3" 11' -10" I 2 I 5' -9" = 7' -1" -6" 1' -9" 6 -10 4' -5" VWER� 0 _ N � - ZERO CLEARANCE DIR. VENT Qy0 O w u� P R - - -- - -- 0 -- - -- - g E °� GAS FIREPLACE. INSTALL E D Z _0 = � MANUF. SPECS. PROVIDE w ; .. OUTSIDE COMBUSTION AIR 402.04 q , ■ ■ j w /MIN 6 SQ INCH OPENING 4 2 061 402.04 o 110V ! 10 TYPICAL AT ALL FIREPLACES. O 0 110V /� I� /k - S.D. SD - S.D. - 401.061 i0 : ' o 40205 ° v SHELF & ROD' `in ;:.. ELF 7�t�R0� _ - _ H CH -- - - -- - - - 1 - - - - LNDRY. UNIT 401 - -U BATH o 1.1 STAIR D.6 - I n EXIT SHOWER LINE OF 02.02 _ SIGN LINE OF NIT 402 402.02 u N � 001E.01 NO. 1 r 110v O o A5.10 MSTR. 401.10 11ov • SOFFIT ABOVE SOFFIT ABOVE Q TILE o �+ O' 001E 801 Q4 o VINYL TILE S.D. 6 ; S.D. X? Cl 00 TILE I 2x4 WALL I /- O I� =- 0 o d ��� BELOW 2x4 WALL O N 3 a CABINETS BELOW \ ' CABINETS O HECF &-R0� N o M I HALL - -_ FIRE � o � 0 O I HALL I L1 _ 402.10 EXTING. vw V)i - -- -- - - -- - -- i - ------------ HWD p ! £ BWET o - O 5 D 3 - pp A ° - - -- - -- - - --- --- -- --- -- - - -- - - -- -- -- -- -- e J 1 1 N O 00 °N • BATH D DINING °D DINING F _ o w N ■ ■ o STUDY, ¢ Proposed xm 4 401.02 o KITCHEN I ROOM ROOM KITCHEN - �°_' 401.02 C J 401,08 402.08 402,07 3 j qp p F A511 TILE PET o:• o j I I HWD HWD HyJO HWD j '/ (� q I N -7-7`7777777777777777, - LNDR 3 s ; o New Mixed use Building STAR I 402.0 ° �2 = 1 _�TS� Aldrich Market 12 N� 01 D1 0 o i N 12 i iGATS CY z rO 002E o o N N vii VINYL T �" REFER REFER -- I w o � M :„ H N ? ` - - - N WH- 3 M f 1005 Lawerence Street Port Townsend, WA. 98638 -65233 - - -- w - - - - - -- - - - - - -- - - - - -- -3 - C.5 ) �- -- -- to �" I - - - - O �{ T1 4'-6" 5' -1 13' -2' 10 -4 0' -9' 13' -= 5' -0" 3' -3" 11 3 12 4' -p J \. 7 `D EXIT o CORRIDOR b EXIT I F1 _ I I I III z m SIGN I 1 `r -- -'- 5 - v 1S 33: ° 3 o +7" 3 r� 0 13 5' -0' 6' -2' 2'- 3'.... 6' -1 8' -10" -- 5'-0" - 27 4 �_ -. - o a u 12 - �' -o - -- - - -- - - -- - C.2 - -- -- -- - - -- - -- -o �- - F, GUARDRAIL .� +42" ABV ■ ■ FIRE - ° - - - ! FIN FLR SPACE OPENINGS , EXTING. - iv 60 "x30" WH SHOVE F N I 1 SO A 4" SPHERE WILL °' N CABINET o o TUB /SHOWER ! W D REFERI x I FOURTH FLOOR PLAN LINE OF 3 NOT PASS THROUGH. TYP 0 SOFFIT ABOVE ®ALL DECKS 1 LNDRY) M KITCHEN n - - a - - - - STR: - -- °. - - - 404.07 -- - -- - - - - DINING - - -- -` - - -- -i - - - - -rn -- - -- - -- C i - - - -- -- -- ---KITCHEN-- ° -- - - - - LIVING 0 403.00 REF�R ° O 0...' J _ 1__. O -- i 1 - h`1TCHEN OEXIT ;r °- - -- -- - HWD - - -- - - - - -- ROOM - -- - - j - ROOM - - -._� _.. - -- -- - - - 1 EMERGENCY. . -.. - -.- - SIGN 4 - - - - - - `- , BATH a __ F TILE 4D T D 1 HWD 08 -- - 404.09 _ �t 0 �B LIGHTS 002E _ _ 0 J -- 4D3.02 BSTH. INK I 1 T 1 SL o 41 AT " " x y4, 12 oa " HD 3 Des r> 403.D4 401.02 J TILE oo N °..- .. -_..: .- HALL N . 373TSF/38 SF MIN ° UNIT 404 PB 0) G o HWD.03 _ ILE I O HD o o ° I BELOW DECK 70 SF PROVIDED J SI . o I N CABINETS I 2 1 DECK ZERO CLEARANCE DIR. d GEKO o 403.02 404.02 _ VENT GAS FIREPLACE. TILE S -0" - 3' -9" 5 -0" 8 -8" 5' -9" 11' -10" 15" 13' -0" 4' -0" d INSTALL PERjMANUF. tO SPECS. PROVIDE OUTSIDE BELOW ALL M o 1 _ _ _ COMBUSTION AIR w /MIN. 0 11 Dv o [go 3 O S V PROVIDE 22 "x30" � PERMIT SET 6 30-04 6 SQ. INCH OPENING. CABINETS 404,031, ATTIC ACCESS. 7 to o _ 15" 1 0 S.D. i 0 60 "x30' j <r / x__ TUB /SHOWER ^ , O W.S. & INSULATE. - 1 N 1 REVISIONS 7 TYPICAL AT L o FIREPLACES, - F- - - -- - a- - - -- _ - - - -- - - - - F © City comments 07 -19 -04 UNIT 403 �, F SHELF & ROD o N SHELF & ROD o o rn �,�� � - ° o LNDRY. ; o LIVING 1 LINE OF-T! iv = °� 110V 403.10 , N o WH VINYL TIDE SHELF Sc ROD S.D. S,D.MSTR. - - LIVING 40 . M I SOFFIT ABOVE 403.061 1 O 401.061 s.D. s °' BDRM. ROOM o ARP 1 I ( DINING BDRM. BDRM. Oe 404.04 404.05 A ROOM 01 ! 404.10 i Q BDRM. 403.05 404.06 I RP 1 PE I o A cO a _ I LIGHT CALC. { I 403.08 0 � I � t 403.06 m o 240 SF /24 SF MIN HWD I T T 1 1 LIGHT CALC, LIGHT CALC. '0 10 o I 85 SF PROVIDED I I t LIGHT CALC, LIGHT CALC. MSTR. / 184 SF 19 SF MIN o 138 SF 14 SF MIN 0 I LIGHT CALC. 150 SF /15 SF MIN n 120 SF /12 SF MIN BATH o 35 SF PROVIDED 99 SF PROVIDED o _ 1 D 100 SF /10 SF MIN 50 SF PROVIDED 1 1 27.5 SF PROVIDED 424.04 ! 27.5 SF PROVIDED TILE 0 Q - SOFFIT DOWN BAY ° ° 6 WINDOW AREA I 1 Q N O� - iv SOFFIT DOWN BAY Ogg UNDER BEAM, i O 6DOWE I 1 WINDOW AREA 1� j SOFFIT DOWN BAY UNDER BEAM. Off. N 0 WINDOW AREA L- UNDER BEAM. _ ■ ■ 403.09 l i S ELF ROD o0 L36 ; W40 .08 W4D3.06 ; O Z w404.06 d DECK �O DECK j 0 -• • tK' N PROJECT NO: 03075 R BAY WINDOW o GEjCO' 7 O _. �O J o 7 GEKO O I � w a I PROJECT MANAGER: BJB L DOOR L WDW L WDW L WDW L WDW 403.0 L WDW L WDW L DOOR 404.1 3'; 6 2' -7" 3' -11' 31 -0 3' -1' 3 -8" 3' -0 3' -4" 14" 24" 6 -6" 24' 5' -1" 3' -0" 4' -3" 3' -4" 5' -9" 7' -6" 2' -7" 3' -6" 3' -6" 2' -4" 18 "I 24" ! 6' -6" 24" DRAWN BY: DECK DATE ORIGINALLY DRAWN: „ „ 3' -D" 7' -0" ! j i 23' -9" 10' -6' 17 31' -6'I 7' -0 3 r1D t0' -6' 18" 24" 45' -8" 54' -4" 24" ■ ■ SHEET NO X1.41 (1.6) X1.9!;2) 3 ;3,3; 4 4.9i ! 5 i 6 7) PER ��� # _ Q4.0�� - A4.DO - - FOURTH FLOOR PLAN �O\ SCALE: 1/4" = 1' -0" ML.YV 0 0 N 7 N 0 0 J IL LVVL VI „ f �� r� �} (SHOWN FORESHORTENED 21' -8" 4 -6" — — t 6 -9" 23' -4" r _ _2 - 5 6 - I j...7_ . AWNING ■ ■ 1JI 1.4 (1.6 ( 1 9� �2 LINE OF AWNING ABOVE 3 3.3 .. 4 4.s j ABOVE o TAYLOR GREGORY BUTTERFIELD ` 8 1 4 6 5--1 10 1 "' 2' -3 9' -11" o CIL OF C] ❑ ; ❑ i ❑ ❑ COLUMN ARCHITECTS STEEL COLUMN PER 1 L COLUMN STRUCT SETT IN CONC ;.� 6646th Ave S. Suite 300 L COLUMN I ( L COLUMN i 12 °7x24" HIGH (TYP) L COLUMN L COLUMN A4.OD L COLUMN s o Edmonds WA 98020 -0 `r Z Tel: 425.778.1530 161+01, j i 1 6' -0 18' i 0" i 1 1' -0" 7' -D" 18' -0' 7' -0. o pax 425.774.7803 EDGE OF I ° E -mail: lnfo@TGBArchitects.com — — — — — — — — DECK ABOVE m i 100' -0" o X www.TGBArchitects.com I I i 85' -9„ I 110' -D" 4' -3" Z o Ld y y i j I %� L WINDOW C o j j I LINE OF DECK ABOVE 1 -2 W ! t4(SHOWN FORESHORTENED) A512 T —_ W1D1 � F ■ ■ - v F ELEVATOR I o d 3605 6'- 6Y4 %7' -4" o REGISTER D 1 I I j N $ CLEAR I VEST.R�I - A ITE N I OPENING 101 JOHN F Y R ATE OF SHI ON I i r I r I I I I ! 11 oI 11 I °° 0 0� N -. I - - -- - - - -- -- -- - - - -- - - -- -- - - -- - -N - _ - -- E i A __. -..- - - -- - - - - -- -- - - -- -- - = -- - o Cr LINE OF h�E t > I O FIRE — .. AWNING -- a m I I I 1 CABINET ,HER ; 001 B.01 ` ABOVE ■ ■ `o ZMp i I :D w I Z n I =F1 I EXIT f' �* `` SIGN , STAIR o NO. 1 EXIT O O m SIGN��CI 2 2 I 103.01y' I o RETAIL IIo \ N A4.00 A4.00 t o i i o 103 `o o J RETAIL FLOOR n N w p I LAYOUT TO BE I —� m o r ° LINE OF n DONE BY A ! o N o i ROLL UP I I STORE PLANNER n ° o c� Of DOOR ABOVE i I - - - - - -- - -- - - -- L Ln 0- i - y7 = `—r. ` 0 D I / � O `D - - -- i - I - - -- —i 44" �PENIt�G - - - - -- - -- - - - - - -- - 1 - ! - -- - - - - COLUMN PER 8 Z o CONC. I 6 STRUCTURAL 3 a ■ LOADING i FIRE DOCKI o EXTINGUISHER ! i ° 1Yz "7 HAND - CABINET �-- RAIL @ Proposed i� i I 1 N 34 " -36" ABV ! 1 — — - - —I -- - - - -- C N : FIN. FLOOR o New Mixed use Building i b = N LINE OF : 12 - E nFRGENCY 10 Aldrich Market 104.01 MEZZANINE LIGHTS FLOOR ABOVE RECIE�VING N o 6'- 23" 1005 Lawerence Street -y I ! - - - - - - -- - - -- - - -- I - -- - -- - - -- - -- - -- - -- -I- - - - -- - - - - -- -- - - -- - -- - - - -- -- - - - - — -- - - - - C.5,; Port Townsend, WA. 98638 -65233 1 C.5 - - - - - - - - - - - -d- -- -- - - -- - - - -- -- - - - -- - -- - -- - - - I STAIR 0 o 00048 0 I in UP 20 R!SER¢ n ° r I" I 1 i I _ i j I I i I III „i 4- n� , (C.2 r r s 2'; ° 30 a I N i `oy !I ji;! j'''1 ;;;'I !i 10 ■ ■ n b ` °�� { { 1 I ! Ij1 ; ,I + A5.10 FIRST FLOOR PLAN ' 4 111' 0 -- - - -_ - 1 I I I II I ° �'i 1 A5 }1 — i - - -- - - -- - - ! - - -- - - -- -- - -- - -- - - 1 -- ------ ” -- --- - -� -8� T.I I i j { i J I I i ! I i 1, ; I I o ° ;.� � !i I � � 114. I!i;i I I ! 1 10 3.02 ;COLUMN PER i i I � STRUCTURAL I 111 I { I I I ,1 iilii III 1 i; 1�1i 11!li' 11 {II'; jl ii'; i I LINE OF WOOD FLOORING EXTENT. COORDINATE PERMIT SET 6-30-04 8 I WITH OWNER FOR FINAL i i i i + II! 1 �I; i i LINE OF�1 iii o 8 I EXTENT OF WOOD i j II I! iji I OVER HEAD 1 I i N n o - - i -- - - - - - -- - - - -- FLOORING. T ! J ! ! , I i r -i -= ! i T DOOR ABOV! 1 0 ■ ■ 1 - VISIONS - -- -- - - -- s - - -- - - - -- - -- - - - -- - - - - -- - A.6 1 1 1 111 1 IA.6 t — - -- _ - — -- -- - - - - -- -- -- - -- - -- - -- - � I ! .l i .' 1 1 1 � i' j! l l I I � I I� I I � � I , � 1 l �_ 1Q City comments 07 -19 -04 i i l ,_J — I I I { I ,1,�i1! ' I� 1 I I11''IIII'lilllll ' j1;11 ;III 1 I 1 ENTYII {'11 1 I 1 !1 1021 !Ii' I III! 111 Ili ti I A CONCRETE WODD i I !illl, EXIT,, {; 1)/2"0 HANDRAIL i' �' i� I I'!i1�lISIGN �' 1 0 34 ° -36" ABV g ` i I i I 1 i I 11 W102.2 Q a� FIN. FLOOR 1 j I I I j Iii I j t/�pi 24" 24° /0� c 1N - 1 ;LINE OF ; I j r II ! JjI 1 I �o 0/ ° 0 _ j I OVER HEAD i j 1 I iII , y� N 14" 2,_ ,. 24" ,0 B�.02 2 i 3 1 I ' I iii !DOOR A80VE ! 1 j I !IIii ! i i I I i ' i 1 SF! i c° A A5.11 TI 1 I I I N STOAIR i N i u� j 1 1, 0 UP 24 RISERS i N 3 EXIT DOWN 10 RISERS l I 0 0 i 0036 SIG 12 7 �il�'' ill IIiII!�1 `r - oi ■ ■ _ _ _ , 102.02 ! I I N ( A I LIGHTS 1 o � 34 HAND ABV I i DOWN '� 1 ` ` PROJECT INFORMATION mol W 102.04 W 102.03 �' -EMERGENCY I Yz'7 HANDRAIL I I ! PROJECT NO: 03075 m LINE OF —� LINE OF ' ° FIN. FLOOR I L WINDOW L WINDOW F7 �I` QfV�� r�le� L DOOR AWNING / PROJECT MANAGER: BJB o AWNING 3 RISERS �l'r" e Y_ 1 4a'4'"" 1" ABOVE Li DOOR �- I i g' -2" -7" 1 -6" j i ABOVE DATE ORIGINALLY DRAWN: 12' -0" 111 8" 1 29' -1" 1 I JPI', 1 1 , _ - SHEET NO (14 j � 1.6 i (1.9) t 2 � 1�3� (3.31 4 j 4.9' -5 6 ' 7 ' � y�'� aL� p 4 � � ID -- 1 FIRST FLOOR PLAN A4.00 A2n1 SCALE: 1/4" = V-0" ■ a N a N iL 0 0 J Q GENERAL NOTES 1. All construction shall comply with the 1997 Uniform Building Code, Washington State regulations for barrier -free design, Washington State Energy Code, and all applicable local codes, ordinances, and standards includeing those on the front cover sheet. Contractor shall inform the Local Building Dept. and inspection agencies when required inspections or tests are to be made in conformance with building code requirements. 2. The Contractor is to verify all existing conditions, dimensions, details, etc., and notify the Architect of any and all discrepancies prior to proceeding with the work. 3. All items marked "N.I.C." are not part of this contract. 4. All work shall be applied in accordance with the manufacturer's latest recommendations or written directions. The bidder is to provide the latest recommended products, materials, and methods for each manufacturer to meet the specified performances and warranties. 5. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. The contractor shall notify the Architect immediately of any and all discrepancies. The drawing scales are indicted to provide visual proportion and should be verified with similar drawings and listed dimensions. 6. All dimensions are to be face of stud, or face of concrete wall, unless otherwise noted. 7. Where construction details are not shown or noted for any part of the work, the details shall be the same as for other similar work. The bidder shall assume consistent construction practices occur in areas where details do not indicate specific materials or procedures. 8. Where devices or items or parts thereof are referred to in singular, it is intended that such shall apply to as many such devices, items or parts as are required to properly complete the work. 9. It shall be the responsibility of the Contractor to locate all existing utilities whether shown hereon or not and to protect them from damage. The Contractor shall bear all expense of repair or replacement of utilities or other property damaged by operation in conjunction with the execution of his work. 10. The contractor will verify and conform to all requirements of all utility companies, unless otherwise noted in the plans and specifications; and the contractor shall make necessary arrangements with the local jurisdictions, public works, or other agencies where required to block sidewalks, streets, or other public ways due to construction and verify construction does not encroach into required setbacks and easementrs. 11. All debris shall be removed from the premises and all areas shall be left in "broom clean" condition at all times. 12. The Contractor shall take all necessary precautions to ensure the safety of the occupants and workers at all times. 13. Approved (City, County, or State) plans shall be kept in a plan box and shall not be used by any workmen. All construction sets shall reflect the some information, as well as all revisions, addenda, and change orders. The Contractor shall also maintain in good condition one complete set of plans with all revisions, addenda, and change orders, on the premises at all times. These are to be under the care of the job superintendent. 14. The General Contractor shall be responsible for the complete security of the new building while the job is in progress and until the job is completed. 15. All work shall be guaranteed for a period of one (1) year after completion, unless otherwise specified, and shall be so stated in the Contractor's written proposal and agreement. All repairs, corrections, discrepancies, etc., must be made without any additional cost to the Owner, and within five (5) days after notice is given. 16. All operations conducted on the premises shall not be objectionable beyond the property boundary lines by reason of noise, stream, odor, fumes, gases, smoke, vibration, hazard, or other causes. 17. All exposed gypsum board is to have metal edges at all corners and wall intersections. 18. All glass and glazing shall comply with Chapter 24 of the 1997 UBC and the U.S. Product Safety Commission: Safety standard for Architectural Glazing Materials (42 FR 1426; 16 CFR Par 1201). 19. The Contractor shall verify all door and window rough- opening dimensions with the door and window manufacturers, before placing a purchase order. 20. All required fire doors, frames and hardware shall bear a label from a recognized agency showing the specific fire rating (i.e.: U.L. label). 21. Electrical rough -in and reflected ceiling plans are for the general information of the Contractor. The exact location should be verified with the electrician. 22. Exit signs and illumination shall conform to the 1997 UBC, section 1003.2. 23. Exit doors shall be operable from the inside without the use of a key or any special knowledge or effort and shall comply with requirements of UBC standard 10 -4. 24. Fire extinguishers: Verify the requirements and locations with the fire marshal. The contractor is to supply fire extinguishers and cabinets, as required. The general location is noted on floor plans. 25. Minimum flame- spread classification of interior finishes shall be in accordance with Table 8 -13 of the 1997 UBC. t II d d secured in c) Other ceiling openings and penetrations may be installed where such 71. Not used. (note for 26. All lay -in acoustical ce l ng grids shall be ins a e an accordance with ASTM Standards C635 and C636 and /or ICBO Evaluation openings & penetrations and the assemblies in which they are utilized are Report #4701. tested in accordance with the provisions of UBC Standard 7 -1. d) Access doors may be installed in such ceilings when they are approved 7 27. Sound insulate all plumbing walls, with minimum R -11 butt insulation. All horizontal access door assemblies listed for such purpose. piping installed in ceilings and exterior walls shall be on the warm side of thermal insulation. 43. Floors which are part of afloor- ceiling assembly shall be cant. without 7 openings or penetrations in order to completely separate one story or 28. The plans and specifications are minimums and where details are not basement from another. The following openings are allowed: specifically shown, consistent practices shall be used. Codes and a) Openings enclosed in fire -rated shaft enclosures in accordance with UBC 7 ordinances take precedence over plans and specifications, and wherever section 711.1. inconsistencies exist, it will be the Contractor's responsibility to b) Exit enclosures in accordance with Chapter 10. immediately notify the Owner and provide acceptable corrections at no c) Openings permitted in accordance with section 711.3. additional charge. d) Penetrations protected with through - penetration fire stops installed to provide an F rating or a T rating in accordance with UBC section 702. 7 29, The Contractor is required to examine the building and will be assumed to be familiar with all existing conditions, including the locations of utilities, 44. The Contractor shall coordinate the plans of all trades for openings through access, etc., beyond the immediate areas shown. slabs, walls, ceilings, roofs, and shear walls for any ducts, pipes, 7 equipment, or other provisions. Contractor shall verify the sizes and 30. The Contractor shall provide mechanical, plumbing and electrical permits. locations with subcontractors or other suppliers & provide frame openings in walls, ceilings, floors, or roof for HVAC, Mechanical, Electrical where required 31. Flammable gases and oxygen tanks shall not be used or stored in the & not otherwise shown on the plans. Note: The Fire Rating of all rated 7 building. Tanks shall be kept on the exterior and approved piping or UL assemblies shall be maintained at points of peretrotion with approved listed hoses used to convey the gases inside. Such tanks shall be materials per UBC Sec. 709 & Sec. 710. positioned at least 20 feet from any building opening. 45. Provide safety glazing within 24" arc of all doors. 32. Flammable liquids at the job site shall not be stored in the building and 7 shall otherwise be stored, dispensed, and used in accordance with the 46. Provide exit /emergency lighting as required per code. See electrical plans requirements of the local fire Marshall and 1997 UFC. for locations. 33. Portable fire extinguishers shall be provided throughout the constructions 47. Provide cont, handrails on each side of all stairs. At least one handrail - area with a maximum travel distance of 75 feet. The extinguishers shall shall extend in the direction of the stair run not less than 12" beyond top meet the standard specified for new extinguishers. riser and 24" beyond the bottom riser. Ends shall return to wall. See 34. The Contractor will control dust generated during construction by wetting floor plans for locations. dust sources, such as areas of exposed soils, washing truck wheels before they leave the site, and installing and maintaining gravel construction 48. Provide UL label 3/4 hour glazing within ten ft of all exit enclosure walls, entrances, where applicable. 35. Provide sufficient blocking in walls for supporting recessed fixtures, cabinets, 49. Provide blocking in walls of toilet rooms for grab bar installation and all potential future HC fixtures as shown on the drawings. toilet accessories; see elevations. 36. Partitions and walls not otherwise dimensioned shall be located flush with 50. All door hardware shall be lever type per WAC 1106.3.1. shall comply with reference to column or adjacent wall face or reference to centerline of Chap. 24 of the 1997 UBC and the US product safety standard. column. 51. If applicable, garage ventilation system shall comply with section 304 2000 37. Fireblocking shall be provided: Washington State VIAQ. a) In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both 52• er system shall be compliant with 1997 UBC standard 9 -1. A vertical and horizontal. "Dry System' shall be installed. �q«1pt-s �p- y�pAwA --c_. b) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 53. An exit sign shall be provided at all applicable locations for grade level c) In concealed spaces between stair stringers at the top and bottom of egress identification. the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished. 54. All fire doors at stair enclosures shall meet cone- ' e -rated qD At openings between attic spaces and chimney chases for factory built assembly per the 1997 UBC. 9 " chimneys. roo- d) 5�`� 5u Y 55. The halls shown shall be fire rated construction. Door & assembly �I6LO Fireblocking shall consist of 2 inches nominal lumber or two thicknesses construction shall comply with UBC Section 1007.6.1, 1004.3.4.3.1 and of 1 inch nominal lumber with broken lap joints or one thickness of 1004.3.4.3.2.1. The doors shall provide a 20 minute smoke & draft label. 23/32" wood structural panel with joints backed by 23/32" wood structural panel with joints backed by 23/32" wood structural panel or one thickness 56. Roof & overflow dra ins shall be sized and located so as to comply with of 3/4" Type 2 -M particleboard with joints backed by 3/4" Type 2 -M UBC Section 1506. particleboard. Fire blocks may also be of gypsum board, cement asbestos board, mineral fiber, glass fiber or other approved materials securely 57. Draft stops shall be located in the attic so as to meet the standards fastened in place. Loose -fill insulation shall not be used as fire block. established in UBC Section 7083.1.2.1. Walls having parallel or staggered studs for sound - transmission control shall have fire blocks of mineral fiber or glass fiber or other approved non rigid 58. Fire extinguisher cabinets shall meet the local fire district ordinances. materials. 59. All fire rated construction assemblies shall comply with UBC Section 38. Draftstcpping shall be provided: 708.3.1.1.2. a.) Per 1997 UBC section 708. b.) In attics and overhangs and concealed spaces of building. Draftstops 60. All standard columns shall be fire protected to comply with UBC Sections shall be above and in line with the walls separating individual dwelling 601.4, 703.1, 704.2.1 & Table 6 -A. units from common spaces or from each other. Draftstops shall be minimum 1/2" gypsum wall board, 3/8" wood 61. All through penetration & membrane fire stop devices to meet UBC structural panel, 3/8" Type 2 -M particleboard or other approved materials standards 7 -1 & 7 -5. Section 709.7. adequately supported. 62. Penetrations allowed into the ceiling membrane shall conform to meet the 39. Penetrations through fire rated walls and partitions: All exterior walls and exceptions 1,2, & 3 of UBC, Section 710.3. permanent partitions are to be of 1 -hour fire rated construction. All penetrating items passing entirely through both protective membranes of 63. Vents & pipes in floor Ire to have annular space filled around the pipe bearing walls required to have a fire rating shall be protected with or vent at each floor plate in accordance with UBC, Section 711.3. through - penetration fire stops suitable for the method of penetration. Provide through - penetration fire stops with a T rating at walls above 64. All penetrations into any occupancy separations, or corridors, shall contain corridor ceilings which are not part of a fire assembly and below any ducting, fire and smoke dampers as per UBC, Section 713.10 & 713.11. ceiling (which exception as noted in UBC section 709.6.) 65. Accessibility to dumpsters, recycling areas & mail boxes shall meet reach 40. Membrane Penetrations at fire rated walls: Electrical outlets are to be steel ranges established in UBC, Section 1106.2 & 1103.1.8.1. and openings must be less than 16 square inches in area and the 66 A general handicapped sign shall be provided at all handicapped parking aggregate area of openings shall not be more than t b square inches for spaces per UBC, Section 1107.3 (mounted on the wall and painted on the any 100 square feet of wall or partition area. Outlet boxes on opposite P p sides of walls and partitions shall be separated by a horizontal distance asphalt). of at least 24 inches. 67. Door hardware throughout all common areas shall be operable with wrist 41. Penetrations through fire rated Floor- ceilings of Roof - ceilings: Fire rated or arm pressure as per UBC, Section 1106.3. floors, floor - ceiling or roof - ceiling assemblies shall have the fire ratings described in the drawings and set forth in Table 7 -C. 68. Parking garages shall have an unobstructed headroom clearence of not less than 7 ft above finish floor to any ceiling, beam, pipe, or similar 42. Ceiling membrane protection: Ceilings shall be without opening in order to obstruction, except for wall- mounted shelves, storage surfaces racks or protect structural elements. Openings are allowed as follows: cabinets. a) Openings for noncombustible sprinkler pipe and openings for steel electrical outlet boxes not greater than 16 sq inches in area may be 69. Copies of deferred submittal items will be sent & reviewed by the installed, provided the aggregate area of such openings through the ceiling architect of record at the some time they are recieved & reviewed by the is not more than 100 sq inches for any 100 sq ft of ceiling area. city plan check. b) Duct openings protected with approved ceiling fire dampers. Except that 70. Provide accessible keybox for emergency responders to common & utility in other than corridors duct openings may be unprotected when tests, spaces within your building. Coordinate with Fire Deportment for conducted in accordance with UBC Standard 7 -1 have shown that openings authorization letter to install lockboxes. protection is not required to maintain the fire resistance of the assembly. siding) v V 1 2. All roofing material and connections shall conform to UBC Section 1400 for 80 MPH wind exposure B. 3. The contractor shall provide the owner with a complete set of as built drawings for the structure, plumbing, heating, ventilaiton, electrical, and other work concealed by finishes. 4. The Contractor shall be responsible to provide for a complete finished product, job, space, or assembly. This includes any required patching, and /or repairing of surfaces which are damaged by other trades during the course of construction. 5. The owner shall pay for all permits necessary including all other fees charged by other public agencies in association with the project. 6. The contractor shall provide shop drawings to the structural engineer or record, such structural items fabricated in the shop prior to fabrication and installation. The structural engineer will review such shop drawings for approval. 7. The contractor shall consult the architect or structural engineer of record before any major framing modifications. Such modifications would involve any penetrations, cuttings or drilling of beams, shear walls, foundations, floor or roof trusses or bearing studs. 8. All metal stacks, vents, grilles or registers which project through the roof or walls shall be painted to match adjacent surfaces. BIDDER DESIGN NOTES: 1. Electrical: The electrical system shall be bidder - designed and shall conform to all local, state and federal code standards. The Contractor shall: Provide system design drawings as required by the State of Washington and the local jurisdiction and for approval by the Owner. If applicable, Use the lighting, power and switching plans incorporated in these drawings only as guidelines for the design. Provide adequate light levels that meet accepted standards for all areas of the building. Provide energy calculations as required. Provide separate drawings for lighting and power and switching for each floor. Coordinate with mechanical contractor and elevator contractor to provide electrical requirements for Their work. Provide all wiring required for a complete installation from utility - placed vault. Provide smoke detectors which sindii re installed in each sleeping room and at a point centrally loca ed in the corridor or area giving access to each separate sleeping area. Secure all required permits. Smoke detectors shall sound an alarm audible in all sleeping areas of the dwelling unit in which they are located. Smoke detectors shall receive their primary power from the building wiring and shall be equipped with a battery back -up. An approved manual and automatic fire alarm system shall be provideo. Re sse ightin fixtures to b;; i.C. rated. 1 ontrols for the oylig zo s w 1 e t m o per Chapter 15 of the NREC. Provide back -up power for exit lighting per UBC sec 003. 9.2 2. Mechanlca . The mechanical system shall be bidder - designed and conform to all local, state and federal code standards. The Contractor shall: Provide system design drawings as required by the local jurisdiction and for approval by the Owner. Provide submittal information on all proposed equipment and fixtures for approval by the Archit.e;ct. Meet all energy code requirements and shall provide energy code calculations as required. Coordinate with other trades for interface of his work. Secure all required permits. The heating and ventilation system shall be as follows: Each unit is to be served from electric resistant heat, location of heaters to be indicted on the contractor supplied drawings. Public corridors and stairwells: electric resistant heat. All heating systems to have a day -night thermostat and shut off. Whole House Ventilation System shall be designed by contractor. If Whole House Fans are to be used, locations shall be indicated on contractor supplied drawings. 3. Plumbing: The plumbing system shall be bidder - designed and shall conform to all local, state and federal code standards. The Contractor shall: Provide system design drawings as required by the local jurisdiction and for approval by the Owner. Design the system to provide maximum flexibility by providing accessibility of water and waste lines Verify location with owner. Provide cleanouts to conform with industry standards and shall be discreetly located and accessible. Provide submittal information on all proposed equipment and fixtures for approval by the Architect. Secure all required permits. 654 stn Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: lnfo@TGBArchitects.com www.TGBArchiteM.com ■ ■ ■ ■ 3605 REGISTERED IN F OFV ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 GENERAL NOTES ■ PERMIT SET 6 -30 -04 ■ ■ REVISIONS ■ ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: AZTW DATE ORIGINALLY DRAWN: APRIL, 2004 ■ A0.01 0 U 8N Z N 1O Q A O M O N U e 0 m m N t v v` a 0 0 a N 0 O a WINDOW SCHEDULE N 1. "MARK" IS SHOWN ON PLAN. 2. "SIZE" IS FINISHED OPENING SIZE, WIDTH x HEIGHT. 3. "TYPE ": REFER TO ELEVATIONS IN THE "WINDOW TYPES" SHOWN ON THIS SHEET. 4. "GLASS ": 1/4" T = 1/4" TEMPERED GLASS, 3/4" I.T. = 3/4" INSULATED TEMPERED. 1/4" W. = 1/4" WIRE GLASS. O1 /4" S. = 1/4" SAFETY GLASS. 5. "FRAME ": REFER TO ELEVATIONS IN THE "WINDOW TYPES" SHOWN ON THIS SHEET. 7. "REMARKS" ARE AS FOLLOWS: A. 20" W x 10" H LOUVER w/ FIRE DAMPER. B. SILL HEIGHT = 2' -0" A.F.F. C. MAX. SILL HEIGHT 44" IN BEDROOM WINDOWS 8. ALL WINDOWS AND GLASS DOORS IN THE RESIDENTIAL PORTION OF THE BUILDING MUST BE DOUBLE PANE AND HAVE LOW -E COATING. WD SIC ON 2 1 BUILDIN PAPER WINDOV 9. ALL SKYLIGHTS MUST BE DOUBLE PANE AND HAVE WOOD OR VINYL FRAME, OR THE SKYLIGHT CAN BE RATED PER THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) TO HAVE A U -VALUE OF .68 OR LESS. 10. ALL WINDOWS AND GLASS DOORS IN THE COMMERCIAL PORTION OF THE BUILDING MUST BE DOUBLE PANE, 11. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATION, BETWEEN WALLS AND ROOF AND WALL PANELS SHALL BE SEALED, CAULKED, GASKETED, OR WEATHER - STRIPPED, 12. OPENINGS AT ALL PENETRATIONS OF THE BUILDING SHALL BE SEALED, CAULKED, GASKETED, OR WEATHER- STRIPPED. 13. MAXIMUM SILL HEIGHT FOR BEDROOM ESCAPE WINDOW SET ® 44" ABOVE F,F. 14. ALL EGRESS WINDOWS SHALL HAVE NOT LESS THAN NET CLEAR OPEN WIDTH OF 20" AND A NET CLEAR OPEN HEIGHT OF 24" WITH A MIN, OPERABLE AREA OF 5.7 S.F. PER UBC 310.4 WD SIC ON 2 1 BUILDIN PAPER SEA WINDOV SHIM AS REQUIRED LINE OF WALL SHIM AS REQUIRED 3' -0" x 2' -0" J FIXED SEALANT WITH SEALANT WITH BACKER ROD - BACKER ROD WO01C.02 3' -0" x 2' -0" J WINDOW ALUM. AND GLASS FLASHING -� STOREFRONT SIZE TYPE FRAMING SYSTEM FRAME FINISH ALUM. AND GLASS STOREFRONT FRAMING SYSTEM LINE OF WALL BEYOND SHIM AS REQUIREI SEALANT WITH BACKER ROD GWB SILL U SEALANT WITH SEALANT BACKER ROD SEALANT WITH WD SIDING BACKER ROD ON 2 LAYER I" BUILDING SEALANT WITH ALUM, AND GLASS PAPER BACKER ROD STOREFRONT " FRAMING SYSTEM SCALE 3" 1' -0" SCALE 3" = 1' -0" qr, ALE S' = 1' -0" 1 STOREFRONT WINDOW HEAD LSTOREFRONT WINDOW JAMB 3 STOREFRONT WINDOW SILL WD SIDING WD SIDING ALUM. AND GLASS ON 2 LAYER ON 2 LAYER LINE OF WALL STOREFRONT BUILDING BUILDING / BEYOND FRAMING SYSTEM PAPER PAPER -� LINE OF WALL I BEYOND I I I WINDOW GWB SILL FLASHING I. SEALANT WITH WINDOW TRIM SHIM AS REQUIRED BACKER ROD 2X12 NOM. SEALANT WITH SHIM AS REQUIRE SEALANT WITH WINDOW TRIM BACKER ROD BACKER ROD 2X12 NOM. SEALANT WINDOW TRIM ALUM. AND GLASS 2X12 NOM. STOREFRONT WINDOW SHIM AS REQUIRED FLASHING FRAMING SYSTEM WINDOW FLASHING I SEALANT WITH BACKER ROD I ALUM. AND GLASS SEALANT WITH STOREFRONT BACKER ROD FRAMING SYSTEM SEALANT WITH I BACKER ROD SCALE 3" = = 1' -0" SCALE 3" = 1' -0" ALE 3 „ 1' -O" 4 STOREFRONT WINDOW HEAD W /TRIM 5 STOREFRONT WINDOW JAMB W /TRIM 6 STOREFRONT WINDOW SILL W /TRIM 2' -6" 121-V i� A CAS FIXED e__ CASEMENT 2-6" ,. ,. 2' -6" o "o B B -1 FIXED CASEMENT c 'n C FIXED 0 i i� 1 2 D FIXED 3 i� T, 3'-0' k E FIXED WINDOW SCHEDULE W001C.01 3' -0" x 2' -0" J FIXED H.M. CLR ANOD GWB WRAP GWB ITRANSOM M (MIDDLE) WO01C.02 3' -0" x 2' -0" J FIXED H.M. MARK GWB WRAP SIZE TYPE OPERATION FRAME MATERIAL FRAME FINISH JAMB SILL REMARKS CLR ANOD GWB WRAP GWB FIRST FLOOR LEVEL WO01C.04 3' -0" x 2' -0" K FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W201.01 3' -0" x 4' -6" C FIXED COMMON AREAS CLR ANOD GWB WRAP GWB W201,02 3' -0" x 4' -6" C FIXED H.M. CLR ANOD GWB WRAP GWB WO01B.01 6' -0" x 2' -0" 3' -0" x 8' -0" H FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM ABOVE SEE ELEV, SHT, A4.00, A4.01 W001 B4O2 TRANSOM 3' -0" x 8' -0" H FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM ABOVE SEE ELEV. SHT, A4.00, A4.01 W101.01 CLR ANOD N -O" x 4' -6" C FIXED H.M. CLR ANOD GWB WRAP GWB GWB WRAP GWB TRANSOM W102.10 W101.02 M 3' -0" x 2' -6" E FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM H.M. CLR ANOD GWB WRAP GWB W102.01 2' -0" x 8' -0" L FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM ABOVE SEE ELEV, SHT. A4.00, A4.01 W102.02 GWB WRAP 2' -0" x 8' -0" L FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM ABOVE SEE ELEV. SHT, A4,00, A4.01 W102.03 FIXED 5' -0" x 5' -6" T FIXED H,M. CLR ANOD GWB WRAP GWB TRANSOM SEE ELEV. SHT. A4.00, A4.01 TRANSOM W102.04 W102.17 5' -0" x 5' -6" T FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM SEE ELEV. SHT. A4.00, A4.01 CLR ANOD SECOND FLOOR GWB TRANSOM W102.19 5' -0" x 2' -0" T FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102.20 5' -0" x 2' -0" COMMON AREAS FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102.21 5' -0" x 5' -0" D FIXED H.M. CLR ANOD GWB WRAP GWB M 3�2- ILI a� 0 VIII° Go F W001C.01 3' -0" x 2' -0" J FIXED H.M. CLR ANOD GWB WRAP GWB ITRANSOM M (MIDDLE) WO01C.02 3' -0" x 2' -0" J FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W001C.03 3' -0" x 2' -0" K FIXED Hk CLR ANOD GWB WRAP GWB TRANSOM WO01C.04 3' -0" x 2' -0" K FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W201.01 3' -0" x 4' -6" C FIXED H.M. CLR ANOD GWB WRAP GWB W201,02 3' -0" x 4' -6" C FIXED H.M. CLR ANOD GWB WRAP GWB W102.05 6' -0" x 2' -0" F FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102,06 W -0" x 2' -0" F FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102.07 6' -0" x 6' -0" G FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102,08 6' -O" x 6' -0" G FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W10109 2' -0" x 2' -0" M FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102.10 2' -0" x 2' -0" M FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102.11 2' -0" x 7' -8" N FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102.12 2' -0" x 7' -8" N FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102.13 2' -0" x 2' -0" M FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102.14 2' -0" x 2' -0" M FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102.15 6' -0" x 2' -0" F FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102.16 C -O" x 2' -0" F FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102.17 6' -0" x 6' -0" G FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102.18 6' -0" x 6' -0" G FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102.19 5' -0" x 2' -0" T FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102.20 5' -0" x 2' -0" T FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102.21 5' -0" x 5' -0" D FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W102.22 5' -0" x 5' -0" D FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM W206.01 5' -0" x 5' -0" D FIXED H.M. CLR ANOD GWB WRAP GWB W206.02 5' -0" x 5' -0" D FIXED H.M. CLR ANOD GWB WRAP GWB W206.03 5' -0" x 5' -0" D FIXED H.M. CLR ANOD GWB WRAP GWB W206.04 5' -0" x 5' -0" D FIXED H.M. CLR ANOD GWB WRAP GWB W206.05 5' -0" x 5' -0" D FIXED H.M. CLR ANOD GWB WRAP GWB W206.06 5' -0" x 5' -0" D FIXED H.M. CLR ANOD GWB WRAP GWB W206.07 5' -0" x 5' -0" D FIXED H.M. CLR ANOD GWB WRAP GWB W207 5' -0" x 5' -0" D FIXED H.M. CLR ANOD GWB WRAP GWB W209.01 5' -0" x 5' -0" D FIXED H,M. CLR ANOD GWB WRAP GWB W209.02 5' -0" x 5' -0" D FIXED H.M. CLR ANOD GWB WRAP GWB W209.03 4' -0" x 4' -0" S FIXED WD PNT WD WD W208 4' -0" x 4' -0" S FIXED WD PNT WD WD THIRD FLOOR AND FOURTH FLOOR 1 COMMON AREAS W001D.01 AND .02 3' -0" x 7' -0" P FIXED H.M. CLR ANOD GWB WRAP GWB THIRD FLOOR - 3/4 HR. FIRE RATED ASSEMBLY W001 D.03 AND .04 3' -0" x 2' -0" Q FIXED H.M. CLR ANOD GWB WRAP GWB TRANSOM - 3/4 HR. FIRE RATED ASSEMBLY W001 D.05 AND .06 3' -0" x 6' -0" R FIXED H.M. CLR ANOD GWB WRAP GWB FOURTH FLOOR - 3/4 HR. FIRE RATED ASSEMBLY W300.011 AND .012 3' -0" x 4' -6" C I FIXED H.M. CLR ANOD GWB WRAP GWB W40D,Ol l AND .012 3';70" x 41 -6" C I FIXED H.M. CLR ANOD GWB WRAP GWB M 3�2- ILI a� 0 VIII° Go F H L P FIXED FIXED FIXED FIXED G (ABOVE) J (MIDDLE) M (MIDDLE) 0 (MIDDLE) FIXED FIXED FIXED FIXED 5' -0" K (ABOVE) N (ABOVE) R (ABOVE) FIXED FIXED FIXED .' I," S (INTERIOR) FIXED b i II r II IL -JL LoV"e- -11 CIF 7F 71 L jL J Fax: 425.774.7803 I 5' -0" I I I 0� •o o� b T (INTERIOR) FIXED ■ sose ■ ■ ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 ■ WINDOW SCHEDULE WINDOW DETAILS PERMIT SET 6 -30 -04 ■ 0 A PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: CA DATE ORIGINALLY DRAWN: SHEET NO ■ 0001 A6.20 ■ TAYLOR - GREGORY - BUTTERFIELD LoV"e- ARCHITECTS 654 6th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info@TGBArchitects.com www.TGBArchitects.com ■ sose ■ ■ ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 ■ WINDOW SCHEDULE WINDOW DETAILS PERMIT SET 6 -30 -04 ■ 0 A PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: CA DATE ORIGINALLY DRAWN: SHEET NO ■ 0001 A6.20 ■ ■ TAYLOR - GREGORY•BUTTERFIELD ARCHITECTS 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBArchitects.com www.TGBArchitects.com 3605 JOHN F SEOFV ■ ■ Proposed New Mixed use Building Aldrich Market 1006 Lawerence Street Port Townsend, WA. 98638 -66233 ■ ■ WINDOW SCHEDULE WINDOW DETAILS PERMIT SET 6 -30 -04 REVISIONS © city comments 07 -19 -04 N 7 M WN F 0 H O J a a °o N 7 N 0 0 J a ROOM FINISH SCHEDULE RM. # I BASEMENT ROOM NAME LEVEL 000.01 ELEVATOR VESTIBULE 000.02 MACHINE ROOM 000,03 - 000.64 TYPICAL STORAGE 001A STAIR NO. 1 003A STAIR NO. 2 FIRST FLOOR 0018 STAIR NO. 1 0038 STAIR NO. 3 0048 STAIR NO. 4 101 VESTIBULE 102 ENTRY 103 RETAIL 104 RECIEVING SECOND FLOOR 001C STAIR NO. 1 0030 STAIR NO. 2 0030 STAIR NO. 3 0040 STAIR N0, 4 201 VESTIBULE 202 EATING AREA 203 MEN'S REST ROOM 205 WOMEN'S REST ROOM 206 VIDEO RETAIL 207 EQUIPMENT ROOM 208 EMPLOYEE LOUNGE 209 OFFICE AREA FLOOR BASE MAT. I FIN. MAT. FIN. I N CONC. ROOM FINISH SCHEDULE RB -1 CEILING GWB CONC. ROOM NAME RB -I BASE GWB CONC. RB -I WALLS P -1 CPT -1 MAT. RB -I N P -1 CPT -1 W MAT. FIN. P -1 CPT -1 ROOM FINISH SCHEDULE RB -1 CEILING P -1 CPT -1 ROOM NAME RB -I BASE P -1 HWD -1 RB -I WALLS P -1 CPT -1 MAT. RB -I N P -1 HWD -1 W MAT. FIN. P -1 CONC. STN RB -1 FIN. P -1 CONC, RB -1 P -1 CPT -1 P -1 CPT -1 P -1 CPT -1 P -1 CPT -1 ROOM FINISH SCHEDULE RB -1 CEILING P-1 VCT -1 ROOM NAME RB -I BASE P -1 VCT -1 RB -I WALLS P -1 VCT -1 MAT. RB -1 N P-1 S W MAT. FIN. E S W WRB- FIN. THIRD FLOOR FINISH MATERIAL LEGEND FINISH MATERIAL LEGEND CODE MATERIAL MANUFACTURER MODEL COLOR MODULE REMARKS CODE MATERIAL MANUFACTURER MODEL COLOR MODULE REMARKS PL -1 PLASTIC LAMINATE ACT -1 X PL -2 PLASTIC LAMINATE ACT -2 X PL -3 PLASTIC LAMINATE CPT -1 CARPET CPT -2 CARPET RB -1 RUBBER BASE RB -2 RUBBER BASE CPT -3 X RB -3 RUBBER BASE CPT -4 X CT -1 CERAMIC TILE SC -1 SEALED CONCRETE CT -2 CERAMIC TILE SS -1 SOLID SURFACE CT -3 SLATE SS -2 SOLID SURFACE - GRANITE G -1 GROUT -BATH TILE SV -1 SHEET VINYL G -2 GROUT - G-3 GROUT -SLATE SV -2 SHEET VINYL SV -3 SHEET VINYL HWD -1 HARDWOOD FLOOR H WT -1 WOOD TRIM -BASE WD -2 HARDWOOD FLOOR WT -2 X WT -3 X P -1 PAINT P -2 PAINT WT -4 X P -3 PAINT P -4 PAINT WM -1 WALK OFF MATT P -5 PAINT WM -2 WALK OFF MATT P -6 PAINT P -7 PAINT VCT -1 VINYL TILE P -8 PAINT VWC -1 VINYL WALL COVERING ■ ■ 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBArchitects.com www.TGBArchitects.com ■ ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 9863865233 PERMIT SET 6 -30 -04 ■ ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: CA DATE ORIGINALLY DRAWN: ■ SHEET NO PERMIT # AD 0 4 •0 0 A6.30 ■ ■ ROOM FINISH SCHEDULE CEILING REMARKS RM. # ROOM NAME FLOOR BASE WALLS CEILING REMARKS WALLS MAT. FIN. MAT. FIN. N E S W MAT. FIN. E S W MAT. FIN. THIRD FLOOR EXPOSED MECH. PAINTED D01D STAIR NO. 1 PT -1 P -1 P -1 P -1 P -1 CONC. GWB GWB GWB OD3D STAIR NO. 2 PT -1 P -1 P -1 P -1 P -1 CONC. GWB GWB GWB 300.02 CORRIDOR PT -1 P -1 P -1 P -1 P -1 GWB P -1 GWB P -1 FOURTH FLOOR P -1 P -1 P -1 D01E STAIR NO. 1 CPT -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 003E STAIR NO. 2 CPT -1 P -1 P -1 P -1 P -1 300.02 CORRIDOR CPT -1 P -1 P -1 P -1, P -1 GWB P -1 P -1 P -1 P -1 UNIT TYPE 401 P -1 P -1 P -1 301.01 & 401.01 STORAGE (STR.) VCT -1 P -X P -X P -X P -X 301.02 & 401.02 BATH CT -1 CT -1 P -X P -X P -X P -X P -1 P -1 P -1 GWB P -1 301.03 & 401.03 HALL HWD -1 WT -1 P -X P -X P -X P -X P -1 P -1 P -1 301.04 & 401.04 MASTER BATH CT -1 CT -1 P -X P -X P -X P -X P -1 P -1 P -1 GWB P -1 301.05 & 401.05 MASTER BED ROOM CPT -1 WT -1 P -X P -X P -X P -X P -1 P -1 P -1 VWC -1 301.06 & 401.06 BED ROOM CPT -1 WT -1 P -X P -X P -X P -X 301.07 & 401.07 KITCHEN HWD -1 WT -1 P -X P -X P -X P -X P -1 P -1 P -1 301.08 & 401.08 DINING ROOM HWD -1 WT -1 P -X P -X P -X P -X P -1 P -1 P -1 301.09 & 401.09 LIVING ROOM CPT -1 WT -1 P -X P -X P -X P -X P -1 P -1 P -1 301.10 & 401.10 LAUNDRY VCT -1 WT -1 P -X P -X P -X P -X UNIT TYPE 402 P -1 P -1 P -1 GWB P -1 302.01 & 402.01 STORAGE /LAUNDRY VCT -1 P -X P -X P -X P -X P -1 P -1 P -1 GWB P -1 PL -1 PLASTIC LAM. TO 42° ABOVE FLOOR 302.02 & 402.02 BATH CT -1 CT -1 P -X P -X P -X P -X P -1 P -1 P -1 GWB P -1 PL -1 PLASTIC LAM. TO 42° ABOVE FLOOR 302.03 & 402.03 HALL HWD -1 WT -1 P -X P -X P -X P -X P -1 P -1 P -1 GWB P -1 302.04 & 402.04 MASTER BATH CT -1 CT -1 P -X P -X P -X P -X P -1 P -1 P -1 GWB P -1 302.05 & 402.05 MASTER BED ROOM CPT -1 WT -1 P -X P -X P -X P -X P -1 P -1 P -1 GWB P -1 302.06 & 402.06 I BED ROOM WT -1 P -X P -X P -X P -X P -1 P -1 P -1 GWB P -1 302.07 & 402.07 KITCHEN LHWD-1 WT -1 P -X P -X P -X P -X P -1 P -1 P -1 GWB P -1 302.08 & 402.08 DINING ROOM WT -1 P -X P -X P -X P -X 302.09 & 402.09 LIVING ROOM CPT -1 WT -1 P -X P -X P -X P -X FINISH MATERIAL LEGEND FINISH MATERIAL LEGEND CODE MATERIAL MANUFACTURER MODEL COLOR MODULE REMARKS CODE MATERIAL MANUFACTURER MODEL COLOR MODULE REMARKS PL -1 PLASTIC LAMINATE ACT -1 X PL -2 PLASTIC LAMINATE ACT -2 X PL -3 PLASTIC LAMINATE CPT -1 CARPET CPT -2 CARPET RB -1 RUBBER BASE RB -2 RUBBER BASE CPT -3 X RB -3 RUBBER BASE CPT -4 X CT -1 CERAMIC TILE SC -1 SEALED CONCRETE CT -2 CERAMIC TILE SS -1 SOLID SURFACE CT -3 SLATE SS -2 SOLID SURFACE - GRANITE G -1 GROUT -BATH TILE SV -1 SHEET VINYL G -2 GROUT - G-3 GROUT -SLATE SV -2 SHEET VINYL SV -3 SHEET VINYL HWD -1 HARDWOOD FLOOR H WT -1 WOOD TRIM -BASE WD -2 HARDWOOD FLOOR WT -2 X WT -3 X P -1 PAINT P -2 PAINT WT -4 X P -3 PAINT P -4 PAINT WM -1 WALK OFF MATT P -5 PAINT WM -2 WALK OFF MATT P -6 PAINT P -7 PAINT VCT -1 VINYL TILE P -8 PAINT VWC -1 VINYL WALL COVERING ■ ■ 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBArchitects.com www.TGBArchitects.com ■ ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 9863865233 PERMIT SET 6 -30 -04 ■ ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: CA DATE ORIGINALLY DRAWN: ■ SHEET NO PERMIT # AD 0 4 •0 0 A6.30 ■ ■ 0 c X y 2 y z LL I M 1G a n 0 M 0 N 0 U 0 w m m N s a 0 0 IL 0 N 3 C4 N 0 0 a ROOM FINISH SCHEDULE FLOOR BASE WALLS CEILING RM. # ROOM NAME MAT. FIN. MAT. FIN. N E S W MAT. FIN. REMARKS FINISH MATERIAL LEGEND CT -1 P -X P -X P -X P -X UNIT TYPE 403 303.02 & 403.02 BATH IHWD- WT -1 REMARKS P -X P -X P -X P -X COLOR MODULE REMARKS 303.03 &403.03 HALL MANUFACTURER MASTER BATH MASTER BED ROOM BED ROOM KITCHEN PLASTIC LAMINATE CT -1 P -X P -X P -X P -X 303.04 & 403.04 X WT -1 PLASTIC LAMINATE P -X P -X P -X P -X 303.05 & 403.05 CPT -1 WT -1 WT -1 X P -X P -X P -X P -X P -X P -X P -X P -X 303.06 & 403.06 303.07 & 403.07 DINING ROOM rHWD- WT -1 P -X P -X P -X P -X 303,08 & 403.08 LIVING ROOM WT -1 CARPET P -X P -X P -X P -X 303,09 & 403.09 LAUNDRY VCT -1 CPT -2 WT -1 P -X P -X P -X P -X 303.10 & 403.10 UNIT TYPE 404 304.01 & 404.01 STORAGE /LAUNDRY 304.02 & 404.02 BATH CPT -3 RB -3 RUBBER BASE VCT -1 CT -1 CT -1 P -X P -X P -X P -X P -X P -X P -X P -X HALL HWD -1 WT -1 P -X P -X P -X P -X SC -1 SEALED CONCRETE 30403 & 4003 MASTER BATH MASTER BED ROOM BED ROOM CT -1 CT -1 P -X P -X P -X P -X 3004 & 404.04 CPT -1 WT -1 P -X P -X P -X P -X CT -2 CERAMIC TILE 304,05 & 404.05 CPT -1 WT -1 P -X P -X P -X P -X CT -3 304.06 & 404.06 HWD -1 SOLID SURFACE - GRANITE WT -1 P -X P -X P -X P -X 304.07 & 404.07 KITCHEN HWD -1 WT -1 P -X P -X P -X P -X 304.08 & 404.08 DINING ROOM CPT -1 GROUT -BATH TILE WT -1 SHEET VINYL P -X P -X P -X P -X 304,09 & 404.09 LIVING ROOM CPT -1 G -2 WT -1 P -X P -X P -X P -X 304.10 & 404.10 LIVING ROOM G -3 GROUT -SLATE SHEET VINYL HWD -1 HARDWOOD FLOOR WT -1 WOOD TRIM - BASE HWD -2 HARDWOOD FLOOR WT -2 X WT -3 X PAINT WT -4 X rP-2 PAINTPAINT ■ ■ ■ 3605 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBAmhitects.com www.TGBArchitects.com OF WASHINGTON ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 PERMIT SET 6 -30-04 PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: CA DATE ORIGINALLY DRAWN: ■ ■ ■ SHEET FDERMI fi ' LD 4 e 'J Q A6.31 FINISH MATERIAL LEGEND FINISH MATERIAL LEGEND MODEL COLOR MODULE REMARKS CODE MATERIAL MANUFACTURER MODEL COLOR MODULE REMARKS CODE MATERIAL MANUFACTURER PL -1 PLASTIC LAMINATE ACT -1 X PL -2 PLASTIC LAMINATE ACT -2 X PL -3 PLASTIC LAMINATE CPT -1 CARPET RB -1 RUBBER BASE CPT -2 CARPET RB -2 RUBBER BASE X CPT -3 RB -3 RUBBER BASE CPT -4 X SC -1 SEALED CONCRETE CT -1 CERAMIC TILE CT -2 CERAMIC TILE SOLID SURFACE CT -3 SLATE SOLID SURFACE - GRANITE AS-2 G -1 GROUT -BATH TILE SHEET VINYL G -2 GROUT - SHEET VINYL G -3 GROUT -SLATE SHEET VINYL HWD -1 HARDWOOD FLOOR WT -1 WOOD TRIM - BASE HWD -2 HARDWOOD FLOOR WT -2 X WT -3 X PAINT WT -4 X rP-2 PAINTPAINT WM -1 WALK OFF MATT - PAINT WM -2 WALK OFF MATT P -5 PAINT P -6 PAINT VINYL TILE VCT -1 P -7 PAINT VWC -1 P -8 PAINT VINYL WALL COVERING ■ ■ ■ 3605 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBAmhitects.com www.TGBArchitects.com OF WASHINGTON ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 PERMIT SET 6 -30-04 PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: CA DATE ORIGINALLY DRAWN: ■ ■ ■ SHEET FDERMI fi ' LD 4 e 'J Q A6.31 tD I M 0 0 P 8 ix 0 R S a 0 N U ,c 0 m A H u 32 Q N 0 0 0 N M N 0 0 a MEN'S ROOM / � CDA I I G I WOMEN'S ROOM 205 ENLARGED REST ROOM PLANS SCALE: 3/8" = V -0" FE -I DF -2 DF -1 SCD -1 ND /TP -1 o TPD -? / I O m (p 00 I I o iN M I N N DRINKING FOUNTAIN ACCESSIBLE DRINKING FIRE EXTINGUISHER TOILET SEAT COVER TOILET PAPER SANITARY NAPKIN FOUNTAIN RECESSED DISPENSER DISPENSER TOILET PAPER DISPENSER REST ROOM FIXTURE MOUNTING HEIGHTS AND DIMENSIONS SCALE: 3/8" = V -0" 0 PAPER TOWEL DISPENSER / DISPOSAL 1106.27 DWELLING UNITS C> J � o Zp W ¢ N d W MEN'S REST ROOM SCALE: 3/8" = 1' -0" DESCRIPTION MR- I P PTD /WR -1 PAPER TOWEL DISPENSER AND WASTE RECEPTACLE GB -2 TPD -1 o TYP ALL STALLS MR -1 3' -7" SANITARY NAPKIN DISPOSAL — TOILET TISSUE DISPENSER (SURFACE) C w GB -1 � UR -1 0 GRAB BAR — SINGLE (1 1/2" DIA.) www.TGBArchitects.com MR -1 MIRROR SCD -1 WC-1 TOILET SEAT COVER DISPENSER (SURFACE) aN SD -1 LIQUID SOAP DISP., LAVATORY MOUNTED TYP EACH SINK DF -i o MEN'S REST ROOM SCALE: 3/8" = 1' -0" V -0" U. N. 0 PTD /WR -1 Iz I I M WOMEN'S REST ROOM SCALE: 3/8" = 1' -0" MR -1 (TILTED MIRROR) MR -2 3' -6" 1 GB -2 g^ 1 z X 4 2 � 1 MIRROR ACCESSIBLE b' WC -1 WATER CLOSET CLR ifl 0 M PDT /WR -1 DESCRIPTION MR- I P PTD /WR -1 PAPER TOWEL DISPENSER AND WASTE RECEPTACLE ARCHITECTS TPD -1 1 TYP ALL STALLS MR -1 3' -7" SANITARY NAPKIN DISPOSAL — TOILET TISSUE DISPENSER (SURFACE) C w GB -1 7A UR -1 0 GRAB BAR — SINGLE (1 1/2" DIA.) www.TGBArchitects.com MR -1 MIRROR SCD -1 SCD -1 TOILET SEAT COVER DISPENSER (SURFACE) aN SD -1 LIQUID SOAP DISP., LAVATORY MOUNTED TYP EACH SINK DF -i o DF -2 it o FE -1 D ■ URINAL �am TPD -1 GB -2 N � 0 o � 1 Q o WC -1 s V -0" U. N. 0 PTD /WR -1 Iz I I M WOMEN'S REST ROOM SCALE: 3/8" = 1' -0" MR -1 (TILTED MIRROR) MR -2 3' -6" 1 GB -2 g^ 1 z X 4 2 � 1 MIRROR ACCESSIBLE b' WC -1 WATER CLOSET CLR ifl 0 M PDT /WR -1 DESCRIPTION MR- I P PTD /WR -1 PAPER TOWEL DISPENSER AND WASTE RECEPTACLE ARCHITECTS TPD -1 1 TYP ALL STALLS MR -1 3' -7" SANITARY NAPKIN DISPOSAL — TOILET TISSUE DISPENSER (SURFACE) C w GB -1 7A UR -1 GB -2 GRAB BAR — SINGLE (1 1/2" DIA.) www.TGBArchitects.com MR -1 MIRROR SCD -1 SCD -1 TOILET SEAT COVER DISPENSER (SURFACE) p SD -1 LIQUID SOAP DISP., LAVATORY MOUNTED TYP EACH SINK DF -i o DF -2 DRINKING FOUNTAIN o FE -1 D ■ URINAL 0 N � o � Q s N mm WC -t — GB -2 — TPD -1 (TY MEN'S REST ROOM SCALE: 3/8" = V -0" o w o� � p o= N �Z d W 1 42" MIN. DESCRIPTION MR- I P PTD /WR -1 PAPER TOWEL DISPENSER AND WASTE RECEPTACLE ARCHITECTS TPD -1 1 TYP ALL STALLS MR -1 3' -7" SANITARY NAPKIN DISPOSAL — TOILET TISSUE DISPENSER (SURFACE) 42" MIN. GB -1 7A UR -1 GB -2 GRAB BAR — SINGLE (1 1/2" DIA.) www.TGBArchitects.com MR -1 MIRROR SCD -1 SCD -1 TOILET SEAT COVER DISPENSER (SURFACE) TYP ALL STALLS SD -1 LIQUID SOAP DISP., LAVATORY MOUNTED TYP EACH SINK DF -i o DF -2 DRINKING FOUNTAIN o FE -1 D ■ URINAL 0 N � o N 1 42" MIN. DESCRIPTION MR- I P PTD /WR -1 PAPER TOWEL DISPENSER AND WASTE RECEPTACLE ARCHITECTS TPD -1 UR -1 SCD -1 TYP ALL STALLS ow 4 V s SANITARY NAPKIN DISPOSAL — TOILET TISSUE DISPENSER (SURFACE) TYP AT WOMEN STALLS GB -1 7A TYP ALL HC STALLS GB -2 GRAB BAR — SINGLE (1 1/2" DIA.) www.TGBArchitects.com MR -1 MIRROR SCD -1 TOILET SEAT COVER DISPENSER (SURFACE) TYP ALL STALLS SD -1 LIQUID SOAP DISP., LAVATORY MOUNTED TYP EACH SINK DF -i a DF -2 DRINKING FOUNTAIN o FE -1 FIRE EXTINGUISHER CABINET (RECESSED) ■ URINAL � o N 54" MIN. WOMEN'S REST ROOM SCALE: 3/8" = V -0" 1106.27.1 TYPE A AND B DWELLING UNITS. TYPE A AND B UNITS SHALL COMPLY WITH SECTION 1106. EXCEPTIONS: 2. KITCHENS IN TYPE B DWELLING UNITS NEED NOT COMPLY WITH SECTION 1106.12.1, PROVIDED THAT: 2.1 A CLEAR SPACE AT LEAST 30 INCHES BY 48 INCHES (760 MM BY 1220 MM) THAT ALLOWS PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR IS PROVIDED AT A RANGE OR COOK TOP AND SINK, EITHER A PARALLEL OR FORWARD APPROACH IS PROVIDED AT ALL OTHER APPLIANCES; AND, 2.2 IN ALL OTHER KITCHENS, CLEARANCE BETWEEN ALL OPPOSING COUNTERS, BASE CABINETS, COUNTERTOPS, APPLIANCES AND WALLS SHALL NOT BE LESS THAN 40 INCHES ( 1015MM; AND, 2.3 IN "U" SHAPED KITCHENS WITH A SINK, RANGE, OR COOK TOP AT THE BASE OF THE "U ", AN UNOBSTRUCTED FLOOR SPACE OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER OF NOT LESS THAN 60 INCHES (1525 MM) SHALL BE PROVIDED. 3. BATHROOMS IN TYPE B DWELLING UNITS NEED NOT COMPLY WITH SECTION 1106.11.2, PROVIDED THAT SUFFICIENT MANEUVERING SPACE WHICH IS NOT LESS THAN 30 INCHES (760 MM) BY 48 INCHES (1220 MM) IS PROVIDED WITHIN THE BATHROOM. DOORS MAY SWING INTO CLEAR FLOOR SPACE PROVIDED AT ANY FIXTURE, BUT SHALL NOT ENCROACH ON THE REQUIRED MANEUVERING SPACE. 4. DOORS IN TYPE B DWELLING UNITS, OTHER THAN THE PRIMARY ENTRY DOOR, NEED NOT COMPLY WITH SECTION 1106.10.3 7. COUNTER SURFACES IN TYPE B DWELLING UNITS NEED NOT COMPLY WITH SECTION 1106.12.2. 9. IN TYPE B DWELLING UNITS, THE EXTERIOR DECK, PATIO, OR BALCONY SURFACE MAY BE NO MORE THAN 4 INCHES (100 MM) BELOW THE FLOOR LEVEL OF THE INTERIOR SURFACE WHERE THE EXTERIOR SURFACE IS CONSTRUCTED OF AN IMPERVIOUS MATERIAL SUCH AS CONCRETE, BRICK, OR FLAGSTONE. 10, VANITIES OR LAVATORIES IN TYPE A AND B DWELLING UNITS MAY BE LOCATED IN THE CLEAR FLOOR SPACES AS PERMITTED IN SECTION 1106.11.5.1. 11. SEATS FOR BATHTUBS OR SHOWERS ARE NOT REQUIRED IN TYPE B DWELLING UNITS. 12. IN TYPE B DWELLING UNITS, THE CLEAR FLOOR SPACE FOR BATH TUBS OR SHOWERS MAY BE REDUCED TO NOT LESS THAN 30 INCHES (760 MM) IN WIDTH BY 48 INCHES (1220 MM) IN LENGTH, 13, SHOWERS IN TYPE B DWELLING UNITS SHALL BE NOMINAL 36 INCHES (915 MM) MINIMUM BY 36 INCHES (915 MM) MINIMUM ACCESSIBLE URINAL URINAL NOTES: \ 1. PROVIDE OVAL, SPLIT FRONT SEATS FOR ALL W.C.'S 2. DOOR AND STALL HARDWARE PER UBC 1106.3 4 ¢v �v MEN'S REST ROOM SCALE: 3/8" = V -0" 1 1' -5" asz� � dOi W ON m WOMEN'S REST ROOM SCALE: 3/8" = 1' -0" PDT /WR -1 r(P WC -1 GB -2 -TPD -1 (TYP.) MARK DESCRIPTION NOTES: PTD /WR -1 PAPER TOWEL DISPENSER AND WASTE RECEPTACLE ARCHITECTS TPD -1 TOILET TISSUE DISPENSER TYP ALL STALLS SND/TP -1 SANITARY NAPKIN DISPOSAL — TOILET TISSUE DISPENSER (SURFACE) TYP AT WOMEN STALLS GB -1 GRAB BAR "L" (1 1/2- DIA.) TYP ALL HC STALLS GB -2 GRAB BAR — SINGLE (1 1/2" DIA.) www.TGBArchitects.com MR -1 MIRROR SCD -1 TOILET SEAT COVER DISPENSER (SURFACE) TYP ALL STALLS SD -1 LIQUID SOAP DISP., LAVATORY MOUNTED TYP EACH SINK DF -i ACCESSIBLE DRINKING FOUNTAIN DF -2 DRINKING FOUNTAIN FE -1 FIRE EXTINGUISHER CABINET (RECESSED) UR -1 URINAL 1106.27.2 ADAPTABLE FIXTURES FOR DWELLING UNITS. 1106.27.2.1 GRAB BARS. GRAB BARS MAY BE OMITTED IN BATHING AND TOILET FACILITIES WITHIN TYPE A OR B DWELLING UNITS, PROVIDED THAT ALL STRUCTURAL REINFORCEMENTS FOR GRAB BAR INSTALLATION ARE PROVIDED IN THE APPROPRIATE LOCATIONS IN THE ADJOINING WALLS. 1106.27.2.2 KITCHEN COUNTERS. CABINETS OR SHELVING MAY BE INSTALLED BENEATH THE COUNTER SPACE REQUIRED BY SECTION 1106.12.2, PROVIDED THAT SUCH CABINETRY OR SHELVING IS NOT PERMANENT, AND IS EASILY REMOVABLE. 1106.27.2.3 LAVATORIES. CABINETS OR SHELVING MAY BE INSTALLED BENEATH BATHROOM LAVATORIES PROVIDED THAT SUCH CABINETRY OR SHELVING IS NOT PERMANENT, AND IS EASILY REMOVABLE. 0 UPC 408.6 ALL RESIDENTIAL TOILET ROOMS TO CONTAIN FOLLOWING CLEAR SPACES: 1. MIN. 15" FROM CENTER LINE OF TOILET TO SIDE WALL OR SOLID FIXTURE 2. MIM. 30" FROM CENTER LINE TO CENTER LINE OF FIXTURES 3. MIN 24' CLEAR IN FRONT OF TOILET FIXTURES ■ ■ ■ ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 ■ ■ PERMIT SET 6 -30 -04 ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: CA DATE ORIGINALLY DRAWN: ■ SHEET NO A7.00 TAYLOR• GREGORY •BUTTERFIELD ARCHITECTS 664 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBArchitects.com www.TGBArchitects.com ■ ■ ■ ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 ■ ■ PERMIT SET 6 -30 -04 ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: CA DATE ORIGINALLY DRAWN: ■ SHEET NO A7.00 1 0 N 9 Cq NW F O O J a CAP FLASHING TYP. CANT STRIP BEYOND EXISTING WATER RESISTANT BARRIER CONT, (VERIFY CONDITION) ROOFING TO OVERLAP SCUPPER FLASHING SCUPPER AND BASE FLASHING SEAL SEE SMACNA MANUAL FOR ADDITIONAL DETAILS 1 \SCUPPER DOWNSPOUT DETAIL A8.00 SCALE; 3 "= V -0" RUN ROO 4j" A NON- CONMUSTIBLE MATERIAL FLASHING W/ 1/2" HEMMED DRIP LEG, EXTEND TO UNDER SIDE OF TRIM SEALANT AND BACKER ROD SCUPPER FLASHING SEE SMACNA MANUAL FIGURE 1 -27 A OVERFLOW SEALANT AND BACKER ROD SEAL AND HEMMED DRIP LEG 112" TYP. SEAL, SEE SMACNA MANUAL FIGURE 1 -26 COLLECTOR HEAD AND DOWNSPOL WATER RESISTANT BARRIER r16_� ROOF PARAPET AND TRIM DETAIL `AB.00i SCALE: 3 "= 1' -0" METAL CAP FLASHING WEATHER RESISTANT BARRIER OVER TOP OF PARAPET PAINTED WOOD TRIM FLASH AND CAULK JOINT PAINTED WOOD TRIM HORIZONTAL CEDAR SIDING 3 �TYP. ROOF PENETRATION DET. A8.00 j SCALE: 1 1/2 "= 1' -0" OVER VER 7j" � METAL CAP FLASHING GABLE PARAPET DETAIL SCALE: 1 1/2 "= V -0" WEATHER RESISTANT BARRIER OVER TOP OF PARAPET BUILDING NAME AND DATE RUN ROOFING MATERIAL UP PARAPET WALL 9 � ROOF HATCH DETAIL A8.00j SCALE: 1 1/2 "= V -0" I M INSULATED METAL COVER (SINGLE DOOR) HOLD OPEN ARM METAL CURB COUNTER FLASHING PRE - MANUFACTURED GUARDRAIL ® 42" A.F.F. DESIGNED SO A 4" SPHERE CANNOT PASS THROUGH AT ANY POINT. INSTALLED PER MANUFACTURERS SPECS. WATERPROOF MEMBRANE OVER 1/2" SHEATHING OVER 2x SLEEPERS 0 12" O.C. SLOPPED TO DECK DRAIN. METAL COPING ATOP CURB, --� RUN SINGLE PLY ROOFING M.D.O. TRIM BOARD 2x8 TRIM BOARD 2" CONT. SCREENED VENT w/ SOFFIT MATERIAL PER FINISH SCHEDULE. "19�RAILING / DECK DETAIL A8.00/ SCALE: 1 1/2 "= V -0" DOWNSPOUT TO GRADE 5 CANOPY ATTACHMENT / GUTTER DETAIL RUN ROOFING UP A8.00 SCALE: 1 1/2 "= 1' -0" AND OVER CANT STRIP TYP h— (2) #10 TEK'S AT EACH STUD + + -- i --r -18 GA SHT MTL PLATE + + CONTINUOUS ALONG LENGTH OF WALL 6" HIGH U.N.O. STUD GWB DRYWALL SCREW AT MIDPOINT BETWEEN STUDS PROVIDE BACKING AT ALL WALL —HUNG DEVICES AND CABINETS BATT INSUL. PER ENERGY CODE IF REQUIRED 10 � BACKING DETAIL A8.00j SCALE: 1 1/2 "= 1' -0" SHEATHING PER URAL SPECS. R -30 BATT INSUL. PER ENERGY CALCS. ■ ■ ■ ■ Proposed New Mixed use Buildii Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 DETAILS PERMIT SET 6 -30 -04 PROJECT INFORMATION PROJECT NO: 03075 ■ STEEL "C" CHANNEL PER DOWNSPOUT FROM TAYLOR • GREGORY - BUTTERFIELD STRUCTURAL FINISH PER ROOF TO EMPTY ARCHITECT INTO CANOPY ARCHITECTS CORRIGATED METAL GUTTER AS ROOFING SLOPED MIN. REQUIRED 1/4" PER FOOT FLASH AND CAULK 6545th Ave S. Suite 300 TOP AND BOTTOM Edmonds WA 98020 OF STEEL Tel: 425.778.1530 BEAM /GUTTER 4.7803 E-mail: lnfo@TGBArchitecte.com infoTGBArchitects.com www.TGBArchitects.com DOWNSPOUT TO GRADE 5 CANOPY ATTACHMENT / GUTTER DETAIL RUN ROOFING UP A8.00 SCALE: 1 1/2 "= 1' -0" AND OVER CANT STRIP TYP h— (2) #10 TEK'S AT EACH STUD + + -- i --r -18 GA SHT MTL PLATE + + CONTINUOUS ALONG LENGTH OF WALL 6" HIGH U.N.O. STUD GWB DRYWALL SCREW AT MIDPOINT BETWEEN STUDS PROVIDE BACKING AT ALL WALL —HUNG DEVICES AND CABINETS BATT INSUL. PER ENERGY CODE IF REQUIRED 10 � BACKING DETAIL A8.00j SCALE: 1 1/2 "= 1' -0" SHEATHING PER URAL SPECS. R -30 BATT INSUL. PER ENERGY CALCS. ■ ■ ■ ■ Proposed New Mixed use Buildii Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 DETAILS PERMIT SET 6 -30 -04 PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: AZTW DATE ORIGINALLY DRAWN: 02.23.04 ■ SHEET NO PERMIT AD 04 0 0 (� 11 S N i 7 N O 0 J a LL UGHROCK 2x4 STUDS 0 16" O.C. RD GYPSUM (UNLESS NOTED OTHERWISE) APPLIED EL OR AT RIGHT ' TO EACH SIDE (1) LAYER 5/8" TYPE -X 4 WOOD GYPSUM WALL BOARD EA. 16" O.C. WITH SIDE PER FIRE RATING. COATED NAILS JOINTS RED. 11-HOUR FIRE RATING TEST REF €RENCC£:_ - UL U305 _ULC W301 3D -34 STC SOUND TRANS. TEST REFERENCE: -__ _ OR _64-8_ - j1 TYP. INTERIOR NON— BEARING WALL SCALE: 1 1/2" = 1' 5/8" TOUGHROCK FlREGAURD GYPSUM BOARD OR 5/8" DENSSHIELD FIREGUARD TILE GUARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2 X 6 WOOD STUDS 16" O.C. WITH 136" 6d COATED NAILS 7" O.C. AT JOINTS AND TOP AND BOTTOM PLATES AND 3/8" BEADS OF ADHESIVE AT INTERMEDIATE STUDS. JOINTS STAGGERED. EXTERIOR 1 -HOUR FIRE RATING TEST REFERENCE: -- FM WP90_FM _- 35 -39 STC SOUND TRANS. TEST - REFERENCE: F - GNH- NG -246 SHEAR SHEATHING PER STRUCT. FRAMING PER STRUCT. GYPSUM WALL BOARD PER FIRE RATING. WEATHER RESISTANT BARRIER PLACED HORIZONTALLY W/ 6"' LAP EXTERIOR FINISH PER BUILDING ELEVATIONS. R 21 BATT INSULATION PER ENERGY CODE INTERIOR 5/8" TOUGHROCK FlREGAURD GYPSUM BOARD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF2X4WOOD STUDS 16" D.C. WITH 1%- 6d COATED NAILS 7" O.C. JOINTS STAGGERED. FRAMING PER STRUCT. SHEAR SHEATHING PER STRUCT, (IF REQUIRED) (1) LAYER 5/8" TYPE -X GYPSUM WALL BOARD EA. SIDE PER FIRE RATING. SOUND BATT INSULATION IF REQUIRED 1 -HOUR FIRE RATING TEST_REFERENCE; UL U305 _ AM ULG_W301 WALL THICKNESS VARIES 30 -34 STC SOUND TRANS. PER STUD AND /OR SHEATHING THICKNESS. TEST REFERENCE; 64 7L8 TYP. INTERIOR 1 HR BEARING WALL SCALE: 1 1/2" = 1 INTERIOR UNFINISHED SPACE NOTE: I/i WALL THICKNESS VARIES PER SIDES FURRED INSULATION PER ENERGY CALCULATIONS AT HEATED SPACES 2x4 FURRING 0 16" O.C. WALL, SEE STRUCTURAL CONCRETE BLOCK WALL: SEE STRUCTURAL DRAWINGS FOR WIDTH & STEEL PLACEMENT AND TERM TE SHE GYPSUM WALL BOARD PER FIRE RATING. 5/8" TOUGHROCK FlREGAURD GYPSUM BOARD APPLIED PARALLEL TO IE -I F � _ I _ - E (1) LAYER 5/8 RESILIENT CHANNELS 24 O.C. WITH RC CHANNEL ONE LAYER 5 /8" TYPE X GYPSUM SHEATHING PER TAYLOR • GREGORY ' BUTTERFIEL� - -- TYPE -X GYPSUM 1" TYPE "S" DRYWALL SCREWS AT i STRUCT. WALL BOARD EA. - WALLBOARD OR GYPSUM VENEER SIDE PER FIRE EDGES 6" O.C. AND CENTER ROW 12" BASE APPLIED PARALLEL OR AT (IF REQUIRED) (1) LAYER 5/8" TYPE -X ? - RATING. O.C. AT INTERMEDIATE STUDS. END 2X4 STUDS 0 RIGHT ANGLES TO EACH SIDE OF ARCHITECTS GYPSUM WALL BOARD EA. -`7 JOINTS BACK - BLOCKED WITH �' - - 16" O.C. PER DOUBLE ROW OF 2X4 WOOD STUDS SIDE PER FIRE RATING. RESILIENT CHANNELS. RESILIENT STRUCTURAL 16" O.C. ON SEPARATE PLATES 1" FRAMING AND _ CHANNELS APPLIED AT RIGHT ANGLES " (1) LAYER 5/8" APART WITH 6d COATED NAILS, 1 SPACING PER 654 5th Ave S. Suite 300 ONE LAYER 5/8" GYPSUM WALLBOARD OR �� TO 2 X 4 WOOD STUDS 16" O C ,. --� TYPE -X GYPSUM 7/8' LONG, 0.0915" SHANK, 1/4" STRUCT. 2" BATT INSULATION WITH 1%' 6d COATED NAILS. 1/2" X + WALL BOARD EA / / Edmonds WA 98020 2" BATT INSULATION WOVEN GRPSUM VENEER BASE APPLIED PARALLEL , - / HEADS, 7" O.C. JOINTS STAGGERED 1" AIR SPACE Tel: 426.778.1530 BETWEEN STAGGERED STUDS. OR AT RIGHTR ANGLES TO EACH SIDE OF N. - WOVEN BETWEEN 3" GYPSUM BOARD FILLER STRIP SIDE PER FIRE 16" ON OPPOSITE SIDES. STAGGERED STUDS ATTACHED TO PLATE AT FLOOR LINE RATING. FOX: 425.774.7803 2X4 WOOD STUDS 16" O.C. STAGGERED _ I+ HORIZONTAL BRACING REQUIRED AT 8" O.C. ON 2X6 WOOD PLATES WITH 6d WITH 6d NAILS 16" O,C. 1 1/2" MID HEIGHT. E -mail: info(dTGBArchitects.com COATED NAILS, 1 7/8" LONG, 0.0915" GLASS FIBER 0.8 PCF ATTACHED TO _ SHEAR 2x6 TOP AND BOTTOM - 2x6 TOP AND STUDS IN STUD SPACE WITH 1/2' SHEATHING PER (1) LAYER 5/8" www.TGBArchitects.com PLATE. SHANK, 1/4" HEADS, 7" O.C. _ BOTTOM PLATE. LONG STAPLES. ON OPPOSITE SIDE, I,h a STRUCT. (IF /J�Q��/LGj C�) �� TYPE -X GYPSUM JOINTS STAGGERED 24" ON OPPOSIT ONE LAYER 5/8" TOUGHROCK REQUIRED) WALL BOARD EA. 51Dr0 qr �A, 914a- SIDES. HORIZONTAL BRACING REQUIRED Al ' : FlREGAURD GYPSUM BOARD APPLIED iJ �dli� QiT1'�` u K SiBE PER FIRE 2x4 STUDS STAGGERED ® MID HEIGHT. �`, ___ 2x4 STUDS AT RIGHT ANGLES TO STUDS WITH 6d I? RATING, 16" O.C. PER STRUCTURAL 'j - STAGGERED 0 16" NAILS, 8" O.C. STAGGER END JOINTS ;; - SOUND BATT ud� O.C. PER 48" O.C. EACH SIDE. INSULATION SOUND BATT STRUCTURAL INSULATION VENT PIPE / DRAIN PIPE 1 -HOUR FIRE RATING 1_HOUR FIRE RATING 1 -HOUR FIRE RATING WRAPPED WITH INSULATION TEST REFERENCE: UL R1319 -4 1 ' -, TEST REFERENCE: OSU T -3127 TEST REFERENCE: UL R1319 -4 FIRE BLOCKING ® ■ ■ 40 -44 STC SOUND TRANS. 50-54 STC SOUND TRANS. 50 -54 STC SOUND TRANS. 10' -0" O.C. NOTE; TEST REFERENCE: ESTIMATED _ _ TEST REFERENCE: RAL TL77 -_138 TEST REFERENCE;_ ESTIMATED- _- VERTICALLY AND FIRE CAULKING AT ALL SOUND TESTED SOUND TESTED SOUND TESTED HORIZONTALLY PLUMBING PENETRATIONS. WITH 3 1/2" GLASS FIBER INSULATION. WITH 3- 1/2" GLASS FIBER INSULATION. WITH 2i 1/2" GLASS FIBER _1NSULATLQN. 3 PLUMBING WALL 1 —HR. CORRIDOR WALL 1 —HR. CORRIDOR WALL (W/ SHEAR) r61 1 —HR. DEMISING WALL (PARTY WALL) X8.10 SCALE: 1 1/2" = 1' 18.10 SCALE: 1 1/2" = 1' A8.10 SCALE: 1 1/2" = 1' NOTE, WALL THICKNESS VARIES PER EXT. SIDING SEE ° 2x4 P.T. CANT STRIP ELEVATIONS FOR , d o SIDING TYPE ALSO WHERE A NAILED ON ..° 4 SEE THIS SHEET FOR FINISH IS APPLIED DIFFERENCE IN AIRSPACE - °. COE o ° d. d A SECTION A .40 ° 2x4 P.T. CANT STRIP 1 4 d WHERE A NAILED ON d FINISH IS APPLIED a POURED IN PLACE GONG. WALL: SEE STRUCTURAL DRAWINGS FOR WIDTH & STEEL PLACEMENT. 1 —HR. ' v s (2) LAYERS 5/8" BLOCK SHEAR WALL s CONCRETE WALL 10 TYPE -X GYPSUM'S SHEAR WALL EQUIVALENT TO THIS ROOF /CEILING ROOF /CEILING ASSEMBLY. <. '• °' SCALE: 1 1/2" = WALL BOARD EA. A8.10 SCALE: 1 1/2" = 1' A810 SCALE: 1 1/2" = SIDE PER FIRE .10 SCALE: 1 1/2" = 1' A8.10 • ° d (3) STRUCTURAL MEMBERS - TJI SERIES JOISTS, PRODUCT FIRE CLASS RATING. FOUND SUITABLE FOR USE IN HOURLY RATED A -H, MAX SPACING IS 19.2" O.C, MAY BE SPACED AT 24" D.C. IF 3/4" _ FOUND SUITABLE FOR USE IN HOURLY RATED FIRE RESISTANT ASSEMBLIES ° ° PLYWOOD SUB -FLOOR IS USED. 1 2x4 FURRING 0 16" 0 C. EQUIVALENT TO THIS ROOF /CEILING ASSEMBLY - (4) GYPSUM BOARD - OPTION 1: TWO LAYERS, 1/2" USG /CGC "SHEETROCK FIRE CODE C" OR (4) STRUCTURAL MEMBERS - TJI SERIES JOISTS, PRODUCT FIRE CLASS WALL, SEE STRUCTURAL 2— HR,WALL t:a - A -H. (5) WOOD FURRING - 2X4 LUMBER REQUIRED WHEN JOISTS SPACING ° • " FIREBUARD C" GYPSUM BOARD. ARD. THE BASE LAYER INSTALLED WITTH H LONG ON JOISTS POURED IN PLACE EXCEEDS 24 0 C. DIMENSION PERPENDICULAR TO JOISTS, END JOINTS CENTERED (5) FURRING CHANNELS (OPTIONAL) - RESILIENT CHANNEL OR HAT ' 4 d CONC. WALL: SEE FACE AND MIDDLE LAYERS INSTALLED PERPENDICULAR TO FURRING CHANNEL, CHANNEL FASTENED TO JOISTS. JOIST SPACING MAY BE INCREASED TO 32" FURRING CHANNEL BETWEEN LAYERS OR TWO LAYERS 5/8-TYPE X. (7) FURRING CHANNELS - RESILIENT CHANNEL ALTERNATE: TRUSSES MAY END JOINTS CENTERED ON CHANNEL. ALL GYPSUM BOARD SCREWS SPACED STRUCTURAL Y^x 4 BE SPACED AT 32" O.C. WITHOUT WOOD FURRING IF RESILIENT CHANNELS 8" O.C., LOCATED 1 FROM SIDE JOINTS AND 3/4" FROM END JOINTS. TO STAGGERED. (PLYWOOD THICKNESS SHALL BE UPGRADED IN ACCORDANCE WITH TRUSS JOIST SPECIFICATIONS). TO MAINTAIN AN STC OF 50, RESILIENT CHANNELS BE SPACED AT 32" O.C. WITHOUT WOOD FURRING IF RESILIENT CHANNELS DRAWINGS FOR AX r MAY BE OMITTED IF 1 -1/2" OF TOPPING IS USED. ARE SPACED 16" O.C. MAXIMUM. ' ° • 16" O.C. AND ATTACHED TO EACH JOIST WITH 1 7/8" TYPE W SCREWS. WIDTH & STEEL +` - 1 s 2 —HR. FLOOR /CEILING STAIR ASSEMBLY . 14 A8.10 SCALE: 1 1/2" = 1' PLACEMENT. ' I,10 SCALE: 1 1/2" 1' ° e,i INTERIOR 14 d X 1 �tlaL1�LR ELEVATOR SHAFT ELEVATOR VESTIBULE BATT INSUL. PER ENERGY CODE IF REQUIRED • ° GYPSUM WALL BOARD 4 Al ° PER FIRE RATING. 1 —HR. EXTERIOR WALL s CONCRETE BLOCK SHEAR WALL s CONCRETE WALL 10 CONCRETE SHEAR WALL EQUIVALENT TO THIS ROOF /CEILING ROOF /CEILING ASSEMBLY. TOPPING. SCALE: 1 1/2" = 1' A8.10 SCALE: 1 1/2" = 1' A810 SCALE: 1 1/2" = 1' .10 SCALE: 1 1/2" = 1' A8.10 DESIGN NO. TJM /FCA 60 -01 ASSEMBLY RATING 60 MINUTE FLOOR /CEILING ASSEMBLY STC: 50 W /RESILIENT CHANNELS STC: 58 W/1 1/2" OF TOPPING AND RESILIENT CHANNELS _—. p p ► .— ...,•..,. f f'64♦la❖,.....♦....•...,♦...A•. 5 >' I DESIGN NO TJM /RCA 60 -01 DESIGN NO TJM /RCA 60 -01 ASSEMBLY RATING 6D MINUTE ASSEMBLY RATING 6D MINUTE ROOF /CEILING ASSEMBLY 1 2 3 ROOF /CEILING ASSEMBLY 4 6 7 (1) ROOF COVERING - SUITABLE MATERIALS INTENDED FOR (1) ROOF COVERING - SUITABLE BUILT -UP ROOF COVERING WHICH MATERIALS INTENDED FOR SINGLE PLY PROVIDES CLASS A,B,C COVERING ROOF COVERING WHICH PROVIDES CLASS _ ON COMBUSTIBLE WOOD DECKS DESIGN NO. TJM /FGA 120 -03 SSEMBLY RATING 120 MINUTE FLOOR /CEILING ASSEMBLY STC: 54 W/1 1/2" OF TOPPING AND RESILIENT CHANNELS a. - ...,•..,. f f'64♦la❖,.....♦....•...,♦...A•. 5 - DECKS FOR FIRE RESISTANT ASSEMBLIES 5 EQUIVALENT TO THIS 5 6 7 (1) TOPPING (OPT'. )NAL) - LIGHTWEIGHT CONCRETE OR PROPRIETARY (1) TOPPING (OPTIONAL) - LIGHTWEIGHT CONCRETE OR PROPRIETARY EQUIVALENT TO THIS ROOF /CEILING ROOF /CEILING ASSEMBLY. TOPPING. TOPPING. ASSEM ^ELY. (2) SHEATHING - 1/2" SQUARE EDGE WOOD PANEL SHEATHING, H CLIPS (2) SUBFL OORING - 5/8" T &G PLYWOOD OR ORIENTED STRANDBOARD (2) SUBFLOORING - 5/B" T &G PLYWOOD OR ORIENTED STRANDBOARD (2) SHEATHING - 1/2" SQUARE EDGE WOOD PANEL SHEATHING, H CUPS MIDWAY BETWEEN TRUSSES OR AS PER CODE REQUIREMENTS. (OSB). (OSB). MIDWAY BETWEEN TRUSSES OR AS PER CODE REQUIREMENTS DESIGN NO. TJM /FGA 120 -03 SSEMBLY RATING 120 MINUTE FLOOR /CEILING ASSEMBLY STC: 54 W/1 1/2" OF TOPPING AND RESILIENT CHANNELS NOT USED SCALE: 1 1/2" = 1' NOT USED SCALE: 1 1/2" = 1 NOT USED SCALE: 1 1/2" = 1 R JOISTS PLAN 4x MEMBER AT CENTER OF DEMISING WALL MINERAL WOOL FIRE STOPPING NOTE: FIRE BLOCKING 0 1D' -D" 0 C VERTICALLY TO STOP THE SPREAD OF FIRE THROUGH AIR SPACE IN DBL. AND STAGGERED WALLS. 1 DEMISING WALL AT FLOOR 10/ NTS SCALE: 1 1/2" = 1' NOTE: FIRE BLOCKING 0 10' -0" O.C. VERT. TO STOP THE SPREAD OF FIRE THROUGH AIR SPACE IN DBL AND STAGGERED WALLS 4x MEMBER 2x4 NAILER ROOF JOISTS PER STRUCT. MINERAL WOOL FIRE - - STOPPING - -E TYP. DEMISING WALL DEMISING WALL AT ROOF NTS NOT USED SCALE: 1 1/2" = 1' TYP, PLUMBING SEE DETAILS, T FOR ASSEMBLIE (UNLESS NOTE[ (2) LAYERS OF AT ALL WALL II, DEMISING OR C SOUND BATT IN NQTE: FIRE BLOCKING 0 10' -0" O.0 VERTICALLY TO STOP THE SPREAD OF FIRE THROUGH AIR SPACE IN DBL. AND STAGGERED WALLS. DRYWALL PLAN DETAIL SCALE: 1 1/2" = 1' a. - 1 2 3 4 5 - DECKS FOR FIRE RESISTANT ASSEMBLIES 5 EQUIVALENT TO THIS 5 6 7 (1) TOPPING (OPT'. )NAL) - LIGHTWEIGHT CONCRETE OR PROPRIETARY (1) TOPPING (OPTIONAL) - LIGHTWEIGHT CONCRETE OR PROPRIETARY EQUIVALENT TO THIS ROOF /CEILING NOT USED SCALE: 1 1/2" = 1' NOT USED SCALE: 1 1/2" = 1 NOT USED SCALE: 1 1/2" = 1 R JOISTS PLAN 4x MEMBER AT CENTER OF DEMISING WALL MINERAL WOOL FIRE STOPPING NOTE: FIRE BLOCKING 0 1D' -D" 0 C VERTICALLY TO STOP THE SPREAD OF FIRE THROUGH AIR SPACE IN DBL. AND STAGGERED WALLS. 1 DEMISING WALL AT FLOOR 10/ NTS SCALE: 1 1/2" = 1' NOTE: FIRE BLOCKING 0 10' -0" O.C. VERT. TO STOP THE SPREAD OF FIRE THROUGH AIR SPACE IN DBL AND STAGGERED WALLS 4x MEMBER 2x4 NAILER ROOF JOISTS PER STRUCT. MINERAL WOOL FIRE - - STOPPING - -E TYP. DEMISING WALL DEMISING WALL AT ROOF NTS NOT USED SCALE: 1 1/2" = 1' TYP, PLUMBING SEE DETAILS, T FOR ASSEMBLIE (UNLESS NOTE[ (2) LAYERS OF AT ALL WALL II, DEMISING OR C SOUND BATT IN NQTE: FIRE BLOCKING 0 10' -0" O.0 VERTICALLY TO STOP THE SPREAD OF FIRE THROUGH AIR SPACE IN DBL. AND STAGGERED WALLS. DRYWALL PLAN DETAIL SCALE: 1 1/2" = 1' A,B,C COVERING ON COMBUSTIBLE WOOD - ` - FOR FIRE RESISTANT ASSEMBLIES FlREGAURD GYPSUM BOARD - DECKS FOR FIRE RESISTANT ASSEMBLIES 5 EQUIVALENT TO THIS 5 6 7 (1) TOPPING (OPT'. )NAL) - LIGHTWEIGHT CONCRETE OR PROPRIETARY (1) TOPPING (OPTIONAL) - LIGHTWEIGHT CONCRETE OR PROPRIETARY EQUIVALENT TO THIS ROOF /CEILING ROOF /CEILING ASSEMBLY. TOPPING. TOPPING. ASSEM ^ELY. (2) SHEATHING - 1/2" SQUARE EDGE WOOD PANEL SHEATHING, H CLIPS (2) SUBFL OORING - 5/8" T &G PLYWOOD OR ORIENTED STRANDBOARD (2) SUBFLOORING - 5/B" T &G PLYWOOD OR ORIENTED STRANDBOARD (2) SHEATHING - 1/2" SQUARE EDGE WOOD PANEL SHEATHING, H CUPS MIDWAY BETWEEN TRUSSES OR AS PER CODE REQUIREMENTS. (OSB). (OSB). MIDWAY BETWEEN TRUSSES OR AS PER CODE REQUIREMENTS (3) ROOF INSULATION - SHEATHING MATERIAL & ADHESIVE PRODUCTS FIRE RESISTANT ASSEMBLIES (3) STRUCTURAL MEMBERS - TJI SERIES JOISTS, PRODUCT FIRE CLASS (3) STRUCTURAL MEMBERS - TJI SERIES JOISTS, PRODUCT FIRE CLASS (3) ROCF INSULATION - SHEATHING MATERIAL & ADHESIVE PRODUCTS FOUND SUITABLE FOR USE IN HOURLY RATED A -H, MAX SPACING IS 19.2" O.C, MAY BE SPACED AT 24" D.C. IF 3/4" A -H, SEE SECTION 4 FOR GENERAL INFORMATION. FOUND SUITABLE FOR USE IN HOURLY RATED FIRE RESISTANT ASSEMBLIES EQUIVALENT TO THIS ROOF /CEILING ASSEMBLY PLYWOOD SUB -FLOOR IS USED. (4) GYPSUM BOARD - EQUIVALENT TO THIS ROOF /CEILING ASSEMBLY (4) STRUCTURAL MEMBERS - TJI SERIES JOISTS, PRODUCT FIRE CLASS (4) GYPSUM BOARD - OPTION 1: TWO LAYERS, 1/2" USG /CGC "SHEETROCK FIRE CODE C" OR (4) STRUCTURAL MEMBERS - TJI SERIES JOISTS, PRODUCT FIRE CLASS A -H. WOOD FURRING - 2X4 LUMBER REQUIRED WHEN JOISTS SPACING THREE LAYERS, 5/8" MSC "SHEET ROCK FIRE CODE C", OR G WESTOROC "FIREBOARD C" GYPSUM BOARD. TWO LAYERS 5/8" TYPE X. A -H. (5) WOOD FURRING - 2X4 LUMBER REQUIRED WHEN JOISTS SPACING (5) EXCEEDS 24 0 C. " FIREBUARD C" GYPSUM BOARD. ARD. THE BASE LAYER INSTALLED WITTH H LONG ON JOISTS OPTION 2: EXCEEDS 24 0 C. (6) GYPSUM BOARD - TWO LAYERS, 1/2" TYPE "X" WITH RESILIENT DIMENSION PERPENDICULAR TO JOISTS, END JOINTS CENTERED (5) FURRING CHANNELS (OPTIONAL) - RESILIENT CHANNEL OR HAT (6) GYPSUM BOARD - TWO LAYERS, 1/2" TYPE "X" WITH RESILIENT FURRING CHANNEL BETWEEN LAYERS. FACE AND MIDDLE LAYERS INSTALLED PERPENDICULAR TO FURRING CHANNEL, CHANNEL FASTENED TO JOISTS. JOIST SPACING MAY BE INCREASED TO 32" FURRING CHANNEL BETWEEN LAYERS OR TWO LAYERS 5/8-TYPE X. (7) FURRING CHANNELS - RESILIENT CHANNEL ALTERNATE: TRUSSES MAY END JOINTS CENTERED ON CHANNEL. ALL GYPSUM BOARD SCREWS SPACED O.C. IF HAT CHANNELS ARE USED AND SPACED 16" O.C. MAXIMUM. (7) FURRING CHANNELS - RESILIENT CHANNEL. ALTERNATE: TRUSSES MAY BE SPACED AT 32" O.C. WITHOUT WOOD FURRING IF RESILIENT CHANNELS 8" O.C., LOCATED 1 FROM SIDE JOINTS AND 3/4" FROM END JOINTS. TO STAGGERED. (PLYWOOD THICKNESS SHALL BE UPGRADED IN ACCORDANCE WITH TRUSS JOIST SPECIFICATIONS). TO MAINTAIN AN STC OF 50, RESILIENT CHANNELS BE SPACED AT 32" O.C. WITHOUT WOOD FURRING IF RESILIENT CHANNELS ARE SPACED 16" 0 C. MAXIMUM. "X" ALL MIDDLE AND FACE E L LA (6) FURRING CHANNELS - RESILIENT CHYER JOINTS CH BE ANNEL OR HAT CHANNEL, INSTALLED MAY BE OMITTED IF 1 -1/2" OF TOPPING IS USED. ARE SPACED 16" O.C. MAXIMUM. (8) GYPSUM BOARD - ONE LAYERS, 5 /8" TYPE 16" O.C. AND ATTACHED TO EACH JOIST WITH 1 7/8" TYPE W SCREWS. 1 —HR. FLOOR /CEILING ASSEMBLY 1 —HR. ROOF /CEILING ASSEMBLY 1s 1 —HR HORIZONTAL SHAFT 1 s 2 —HR. FLOOR /CEILING STAIR ASSEMBLY 1 14 A8.10 SCALE: 1 1/2" = 1' A8.10 SCALE: 1 1/2" = 1' A8,10 SCALE: 1 1/2" = 1' I,10 SCALE: 1 1/2" 1' NOT USED SCALE: 1 1/2" = 1' NOT USED SCALE: 1 1/2" = 1 NOT USED SCALE: 1 1/2" = 1 R JOISTS PLAN 4x MEMBER AT CENTER OF DEMISING WALL MINERAL WOOL FIRE STOPPING NOTE: FIRE BLOCKING 0 1D' -D" 0 C VERTICALLY TO STOP THE SPREAD OF FIRE THROUGH AIR SPACE IN DBL. AND STAGGERED WALLS. 1 DEMISING WALL AT FLOOR 10/ NTS SCALE: 1 1/2" = 1' NOTE: FIRE BLOCKING 0 10' -0" O.C. VERT. TO STOP THE SPREAD OF FIRE THROUGH AIR SPACE IN DBL AND STAGGERED WALLS 4x MEMBER 2x4 NAILER ROOF JOISTS PER STRUCT. MINERAL WOOL FIRE - - STOPPING - -E TYP. DEMISING WALL DEMISING WALL AT ROOF NTS NOT USED SCALE: 1 1/2" = 1' TYP, PLUMBING SEE DETAILS, T FOR ASSEMBLIE (UNLESS NOTE[ (2) LAYERS OF AT ALL WALL II, DEMISING OR C SOUND BATT IN NQTE: FIRE BLOCKING 0 10' -0" O.0 VERTICALLY TO STOP THE SPREAD OF FIRE THROUGH AIR SPACE IN DBL. AND STAGGERED WALLS. DRYWALL PLAN DETAIL SCALE: 1 1/2" = 1' 2 —HR. STAIR WALL / ELEVATOR WALL 12 2 —HR. STAIR WALL SCALE: 1 1/2" = 1' LT. WT. GONG TOPPING PLYWOOD UNDERLAYMENT PER STRUCTURAL TJI PER STRUCTURAL (2) LAYERS 5/8" TYPE X GYPSUM WALL BOARD PER FIRE RATING FIRE CAULK AT JOINTS PER 1 HR. REQUIREMENTS HEAVY TIMBER BEAM TO MEET FIRE RATING REQUIREMENTS 1 HR. FLOOR WITH HEAVY TIMBER SCALE: 1 1/2" = 1' NOT USED SCALE: 1 1/2" = 1 NTS vo.I U/ SCALE: 1 1/2" = 1' (2) LAYERS 5/8" TYPE -X GYPSUM WALL BOARD EA. SIDE PER FIRE RATING. BATT INSUL. PER ENERGY CODE IF REQUIRED FRAMING PER STRUCT. E: CONTRACTOR TO L FOR INSPECTION )R TO FILLING ANY ULAR SPACES ANNULUS WITH /2" MINERAL WOOL IN MIDDLE 1/2' FIRE CAULK EA. SIDE 1 HR FLOOR, UL SYSTEM C -AJ -1014 CAULK - 3M, FB -2D00+ THROUGH FLOOR PENETRATION DETAIL SCALE: 1 1/2" = 1' NOM 12" DIA SHC. 10 OR HEAVIER STEEL PIPE NOM 6" STEEL CONDUIT NOM 4" DIA STEEL ELEC METAL TUBE OR TYPE L OR HEAVIER COPPER TUBE NOM 1" DIA FLEX STEEL CONDUIT FILL, VOID OR CAVITY MATERIAL - FIRE CAULK COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE AND GWB W/ MIN 3/8" DIA BEAD OF CAULK INSTALL SYMMETRICALLY BOTH SIDES OF ASSEMBLY 1 HR WALL, UL SYSTEM W -L -1001 CAULK - 3M, CP25WB+ NOTE: CONTRACTOR TO CALL FOR INSPECTION PRIOR TO FILLING ANY ANNULAR SPACES THROUGH WALL PENETRATION A�•J SCALE: 1 1/2" = 1' WALL TYPE NOTES BASE LAYER: 5/8" TOUGHROCK _ f (1) LAYER 5/8" FlREGAURD GYPSUM BOARD - TYPE -X GYPSUM APPLIED VERTICALLY OR AT another Marker is shown or it will default to Partition Type 01. WALL BOARD EA. SIDE RIGHT ANGLES TO EACH SIDE GYPSUM WALL BOARD PER FIRE RATING. OF 2 X 4 WOOD STUDS 24" 4. Provide Partition Anchor Strip at all Wall Hung Equipment, Fixtures, SEE LISTED ASSEMBLIES O.C. WITH 136" 6d COATED NAILS _ 1" SPACE FOR 24" O.C. - CONSTRUCTABILITY unbroken w /in Rooms Unless Noted Otherwise. FOR ASSEMBLIES. ELEVATOR FACE LAYER: 5/8" TOUGHROCK 7 All Duct, Pipe, Conduit, and other Penetrations thru Fire -Rated FlREGAURD GYPSUM BOARD 8 Partitions to be filled with sound attenuation blankets as required. APPLIED VERTICALLY OR AT 9. All top of partitions to connect to structure above, per typical. TYP. INTERIOR WALL CONFIG. RIGHT ANGLES TO STUDS OVER (UNLESS NOTED OTHERWISE) X BASE LAYER WITH 2 %" Bd the spread of fire in the wall cavity between the two framing COATED NAILS 8" O.C. STAGGER 12. The possible additions to these wall assemblies include structrual JOINTS 24" O.C. EACL LAYER sheathing. Studs may vary in width but shall not be smaller than AND SIDE • FRAMING PER -- a STRUCTURAL 2 -HOUR FIRE RATING 31 TEST REFERENCE:- - UL U301 40 -44 STC SOUND TRANS. TEST REFERENCE; - _ NGC -2363 SOUND TESTED WITH STUDS 16" O,C, AND WITH - NAILS FOR BASE IAYER SPACED - 6" Q,C, 2 —HR. STAIR WALL / ELEVATOR WALL 12 2 —HR. STAIR WALL SCALE: 1 1/2" = 1' LT. WT. GONG TOPPING PLYWOOD UNDERLAYMENT PER STRUCTURAL TJI PER STRUCTURAL (2) LAYERS 5/8" TYPE X GYPSUM WALL BOARD PER FIRE RATING FIRE CAULK AT JOINTS PER 1 HR. REQUIREMENTS HEAVY TIMBER BEAM TO MEET FIRE RATING REQUIREMENTS 1 HR. FLOOR WITH HEAVY TIMBER SCALE: 1 1/2" = 1' NOT USED SCALE: 1 1/2" = 1 NTS vo.I U/ SCALE: 1 1/2" = 1' (2) LAYERS 5/8" TYPE -X GYPSUM WALL BOARD EA. SIDE PER FIRE RATING. BATT INSUL. PER ENERGY CODE IF REQUIRED FRAMING PER STRUCT. E: CONTRACTOR TO L FOR INSPECTION )R TO FILLING ANY ULAR SPACES ANNULUS WITH /2" MINERAL WOOL IN MIDDLE 1/2' FIRE CAULK EA. SIDE 1 HR FLOOR, UL SYSTEM C -AJ -1014 CAULK - 3M, FB -2D00+ THROUGH FLOOR PENETRATION DETAIL SCALE: 1 1/2" = 1' NOM 12" DIA SHC. 10 OR HEAVIER STEEL PIPE NOM 6" STEEL CONDUIT NOM 4" DIA STEEL ELEC METAL TUBE OR TYPE L OR HEAVIER COPPER TUBE NOM 1" DIA FLEX STEEL CONDUIT FILL, VOID OR CAVITY MATERIAL - FIRE CAULK COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE AND GWB W/ MIN 3/8" DIA BEAD OF CAULK INSTALL SYMMETRICALLY BOTH SIDES OF ASSEMBLY 1 HR WALL, UL SYSTEM W -L -1001 CAULK - 3M, CP25WB+ NOTE: CONTRACTOR TO CALL FOR INSPECTION PRIOR TO FILLING ANY ANNULAR SPACES THROUGH WALL PENETRATION A�•J SCALE: 1 1/2" = 1' WALL TYPE NOTES SCALE: 1 1/2" = 1 Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 Wall Types PERMIT SET 6 -30 -04 ■ A 0 A PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: CMW DATE ORIGINALLY DRAWN: 02.23.04 ■ ■ ILIL SHEETNO PERMI 9 o4 " 0 A ■ A8.10 ■ TYP DEMISING WALL 1. All interior Partitions to be O unless Otherwise Indicated. SEE DETAILS, THIS SHEET 2. The Partition Type indicated by Type Marker on Floor Plans is limited FOR ASSEMBLIES, (UNLESS NOTED OTHERWISE) by corners or partition intersections. Beyond corners or intersections another Marker is shown or it will default to Partition Type 01. 3. Where Fire -Rated and Non -Rated Partitions intersect, the sheathing GYPSUM WALL BOARD of the Fire -Rated Partition shall pass through Uninterrupted. PER FIRE RATING. 4. Provide Partition Anchor Strip at all Wall Hung Equipment, Fixtures, SEE LISTED ASSEMBLIES Grob Bars, Shower Rods, Casework, Millwork, Shelving, Film Illuminators, and Etc., Unless Noted Otherwise. 2x4 STUDS 0 16" D.C. 5. Differing Partition Types Shall align so that Wall Planes Continue SEE DETAILS, THIS SHEET unbroken w /in Rooms Unless Noted Otherwise. FOR ASSEMBLIES. 6. Dimensions are to Face of Studs Unless Noted Otherwise. (UNLESS NOTED OTHERWISE) 7 All Duct, Pipe, Conduit, and other Penetrations thru Fire -Rated Partitions to be tight- fitting and Caulked w /Fire Insulation. 8 Partitions to be filled with sound attenuation blankets as required. 9. All top of partitions to connect to structure above, per typical. TYP. INTERIOR WALL CONFIG. 10. Wall thickness varies per stud and /or sheathing thickness. (UNLESS NOTED OTHERWISE) 11. Fire blocking is required 10' -0" o.c. both horiz. and vert. to stop the spread of fire in the wall cavity between the two framing types. 12. The possible additions to these wall assemblies include structrual sheathing. Studs may vary in width but shall not be smaller than specified in this assembly with the spacing per structural colc's. and therefore will affect the partition thickness. 30 WALL TYPE NOTES SCALE: 1 1/2" = 1 Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 Wall Types PERMIT SET 6 -30 -04 ■ A 0 A PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: CMW DATE ORIGINALLY DRAWN: 02.23.04 ■ ■ ILIL SHEETNO PERMI 9 o4 " 0 A ■ A8.10 ■ of N N i° 0 0 J IL STRUCTURAL NOTES These notes are typical unless noted or detailed otherwise on drawings Code All materials, workmanship, design and construction shall conform to the drawings, specifications and the Uniform Building Code (UBC) 1997 edition. Specifications and standards where referenced on the drawings are to be the latest edition. Design Loads Dead Loads: Roof Framing System 15 PSF Floor framing System Condominiums 24 PSF Floor framing System Mezzanine 28 PSF Floor framing System Market 40 PSF Live Loads: Roof (Snow Load) 25 PSF Residential 40 PSF Balcony 60 PSF Market, Mezzanine 100 PSF (Live loads reduced where permissible per UBC Section 1607) Earthquake Loads: Base Shear (V), V= (2.5 *Ca *I/R) *W Seismic Coefficient (Ca) 0.36 (Zone 3 Soil Type D) Importance Factor (I) 1.0 Structure Type Factor (R) 4.5 Redundancy Factor (p) 1.16 (EW), 1.0 (NS) V= 0.20p *W W = Total seismic Dead Load as defined per UBC section 1630.1. Wind Loads: Basic Wind Speed 80 MPH Exposure C Importance Factor 1.0 Special Inspection - Per UBC Chapter 17 Operation Continuous Periodic Remarks Soils Soil bearing verification x Geotechnical Engineer Concrete Reinforcing placement x Concrete test specimens x Concrete placement x Adhesive anchors x Expansion anchors x Embedded plates x Structural Steel Fabrication & erection x High strength bolting x Shop & filed welding Single pass fillet welds < 5/16" x Fillet welds > 5/16" x Other welding x Wood frame Sill plate A.B. placement x Hold -down placement x Shear wall & diaphragm nailing x Special inspection shall be performed by a qualified testing agency designated by the owner. The Architect and Structural engineer shall be furnished with copies c'.' ill results. Adhesive and expansion anchors shall be HILTI Brand or Simpson Brand U.N.O. Refer to ES Evaluation reports 5193 and 4627. Shop Drawings Shop drawings for the following items shall be submitted to the architect and structural engineer for review prior to fabrication. 1. Reinforcing Steel 2. Structural Steel 3. Plywood web joist 4. Column -Beam Connectors Submittals shall consist of (3) -sets of shop drawings bearing the review stamp and signature of the project Architect and Structural Engineer prior to fabrication. Certificates of Fabrication as Req'd per section 18704.6 shall accompany each set of shop drawings. Engineer's shop drawing review is for general conformance with the design concept and contract documents. Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications. The contractor remains responsible for details and accuracy, for conforming and correlating all quantities and dimensions, for selection fabrication processes, for techniques of assembly and for performing the work in a safe manner. Engineer's shop drawing review of structural components designed by others is for loads imposed on the basic structure. The component designer is responsible of code conformance and all connections to the basic structure. Shop drawings shall indicate magnitude and direction of the loads imposed on the basic structure. Shop drawings shall be reviewed and stamped by the contractor prior to review by the engineer. Allow (2) -weeks for shop drawing review by engineer and (2)- additional weeks for submittal to building official. Foundations Soils report: Geotech report was not available during design. Allowable soil pressure (assumed): 1500 PSF Lateral Earth Pressure (assumed): Unrestrained: 35 PCF + any applicable surcharge Restrained: 50 PCF + any applicable surcharge Footings shall bear on firm undisturbed earth or structural fill. Any footing elevations shown in the drawings represent minimum depths and are for bidding only. Actual footing elevations are subject to site conditions and must therefore be established by the contractor during construction. Footings shall be centered below columns or walls above, unless noted otherwise. For structural fill conditions, imported structural fill and backfill material should consist of clean, well graded granular material free of debris or organics with a maximum particle diameter of three inches and no more than 5% fines (passing the #200 sieve). Fill and backfill material should be placed in level lifts not exceeding twelve (12 ") inches in loose thickness and compacted to a minimum of 95% of it maximum dry density as determined by ASTM test method D1557 -78. Backfill behind all retaining walls with well - draining, granular fill and provide for subsurface drainage. Provide dampproofing at exterior face of all foundation walls exposed to earth per Architectural specifications. A soils engineer retained by the owner shall observe excavations and drainage installation. If excavations show soil conditions to be other than those assumed above notify the structural engineer for possible foundation redesign. Concrete All concrete shall be mixed, proportioned, conveyed and placed in accordance with section 1905 of the UBC and the American Concrete Institute's specifications for structural concrete for buildings (ACI 301). All concrete shall be stone - aggregate concrete having a unit weight of approximately 150 pounds per cubic foot. Concrete strengths at 28 days (fc) and mix criteria shall be as follows: Type of Construction fc Max. Water/ Min. Cement Content Cement Ratio per Cubic Yard Slabs on grade 3000 PSI 0.5 5 -1/2 Sack Footings 3000 PSI 0.5 5 -1/2 Sack Flooring concrete 2500 PSI 0.5 5 -1/2 Sack light wt. Aggregate The minimum amount of cement listed above may be changed if a concrete performance mix is submitted to the engineer for approval two weeks prior to placing any concrete. The performance mix shall include the amounts of cement, fine and course aggregate, water and admixtures as well as the water - cement ratio, slump, concrete yield and substantiating strength data in accordance with UBC section 1904 and 1905. All concrete exposed to the weather or to freezing temperatures shall be air- entrained in accordance with UBC Table 19 -A -1 for moderate exposure. Reinforcing Steel Reinforcing steel shall be deformed billet steel conforming to ASTM A -615, and shall be grade 40 (Fy = 40,000 PSI). Welded wire fabric shall conform to ASTM A185. Provide welded wire fabric in sheets not rolls. Reinforcing steel shall be detailed including hooks and bends in accordance with ACI 318$- 95. Provide elbows bars to lap horizontal wall and footing reinforcement at all corners and intersections. Lap welded wire fabric 12" at sides and ends. Unless otherwise noted, reinforcing splice lengths and development lengths shall be per schedule. Minimum Laos and Embedment Unless otherwise noted, reinforcing splice lengths and development lengths shall be as tabulated below: Bar Development Length Lap Splice Size Tension Compression Tension Compression Top Other All Top Other All Bars Bars Bars Bars Bars Bars #3 22 17 9 28 22 12 #4 29 22 11 37 29 15 #5 36 28 14 47 36 19 46 43 33 17 56 43 23 Notes: 1. All lengths are in inches 2. All lap splices are class B. 3. "Top Bars" are horizontal reinforcement placed such that more than 12 inches of concrete is cast in the member below the bar. Concrete Cover on Reinforcing Concrete cast against and permanently exposed to earth: 3" Concrete exposed to earth and weather: #6 Bars and Larger 2" #5 Bars and Smaller 1 -1/2" Concrete not exposed to earth or weather: Slabs, Walls and Joists 1" Column ties aor spirals and beam stirrups 1 -1/2" Concrete Wall Reinforcing Provide the following minimum reinforcing unless noted or detailed otherwise (grade 40): Thickness Reinforcing Placement 6" walls #4 @ 16" o.c. Each way centered 8" walls 44 @ 14" o.c. Each way centered 10" walls #4 @ 12" o.c. Each way centered 12" walls #4 @ 10" o.c. Each way centered Concrete General Notes Vertical bars shall start from 3" clear of bottom of footing. Horizontal bars shall start a distance of 1/2 the normal bar spacing from top of footing and top of framed slas. In addition, there shall be a horizontal bar at a maximum of 3 inches from top of wall and bottom of framed slabs. Provide corner bars to match the horizontal reinforcing with tension lap splice at each side per table, or bend one side over to provide tension lap. Provide control or construction joints in slabs on grade to break up slab into rectangular areas of not more than 400 square feet each. Areas to be as square as practical and have no acute angles. Joint locations to be approved by the architect. All construction joints shall be thoroughly cleaned and properly prepared immediately prior to pouring of concrete. Dowel steel shall be the same size and spacing as main reinforcing detailed beyond joint. See Architectural drawings and mechanical drawings for exact locations and dimensions of openings in concrete walls, floors and roof. Unless indicated otherwise, reinforce around opens greater than 16" in either direction with (2) #5 each side and (1) #5 x 4' diagonal at each corner. Extend bars 2' beyond edge of opening. If 2' is unavailable, extend as far as possible and hook. Hook all reinforcing interrupted by openings. Provide 1/4" Chamfer at all corners except as noted. See architectural drawings for all grooves, notches, chamfers, feature strips, color, texture and other finish details at all exposed concrete surfaces. Non- shrink Grout Non - shrink grout shall be cement -based with a minimum compressive strength of 5000 PSI when tested in accordance with ASTM C -109. Grout shall be mixed and placed in strict accordance with the manufacturer's recommendations. Adhesive anchors Base Anchor Minimum Allowable Allowable Material Size Embedment Tension Shear Cone. 1 /2" Rod 4 -1/2" 2,725 1,935 Cone. 5/8" Rod 5 -5/8" 4,395 3,025 Cone. 3/4" Rod 6 -3/4" 4,655 4,355 Cone. 94 Bar 6" 3,410 2,800 Cone. #5 Bar 7 -1/2" 5,625 4,400 Conc. #6 Bar 9" 7,105 6,300 Notes: 1. The above values are based on the HILTI HIT HY 150 infection adhesive anchoring system. Contractor may use engineer- approved equal. 2. Rod steel is A36. Fy =36 KSI Fu =58 KSI 3. Rebar steel is A615. Fy =60 KSI Fu =90 KSI 4. Allowable shear and tension loads are the lesser of the bond strength or the steel strength. Plywood Plywood sheathing shall be grade C -D INT -APA with exterior glue or structural II with exterior glue in conformance with UBC standard 23 -2 or 23 -3. Oriented Strand Board (OSB) OSB sheathing shall meet PS2 -92. Parallam Members Fabricated in conformance with the national evaluation service, INC. (NES) report No. NER -481 or ICBO ES report number 4979. Adhesives shall be of the waterproof type conforming to requirements of ASTM D -2559. A stamp indicating the product type and grade, NER or CCMC report number, manufacturer's name, plant number and the independent inspection agency's logo shall identify each member. Frabricator shall be certified. Members shall be of the following minimum standards: Span Grade Fb Fv E Simple span 2.0E Parallam 2900 PSI 290 PSI 2.0 P I Cantilevered or 2.0E Parallam 2900 PSI 290 PSI 2.0 1 X 0�p I Multi -span Welding All welding shall conform to the provisions of the American welding society code AWS D1.1 -2000. "Welding in Building construction ". Electrodes shall match has metals as specified in AISC Table J2.5 and AWS Table 4.1.1. Welding of reinforcing bars shall not be permitted unless specifically called out on drawings or approved by structural engineer. Welding of grade 60 reinforcing bars shall be performed using low hydrogen electrodes. Welding of Grade 40 reinforcing bars shall be performed using 370XX electrodes. See reinforcing notes for material requirements of welded bars. Welding within 4" of cold bends in reinforcing bars is not permitted. ■ ■ ■ 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: lnfo@TGBArchiterts.com www.TGBArchitects.com 3605 REGISTERED ARCHITECT JOHN F TAYLOR STATE OF WASHINGTON EXPIRES: 3/17/2006 ■ ■ ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 STRUCTURAL DETAILS Notes 1 PERMIT SET 6 -30-04 ■ ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: ■ 0 N VA NW W 0 0 J a General Structural drawings shall be used in conjunction with Architectural, Civil, Electrical, and Mechanical drawings for bidding and construction. Contractor shall verify all dimensions and conditions for compatibility before proceeding. Any discrepancies shall be brought to the attention of the architect before proceeding. Contractor to see Architectural, Civil, Electrical, and Mechanical drawings for size and location of pipe, vent, duct and other openings and details not shown on these drawings. Contractor shall be responsible for erection stability and temporary shoring as necessary until permanent support and stiffening are installed. Contractor- initiated changes shall be submitted in writing to the architect and structural engineer of approval prior to fabrication or construction. Changes shown on shop drawings only will not satisfy this requirement. 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E-mail: Info@TGBArchIt*cts.com www.TGBArchitecte.com ■ ■ ■ EXPIRES: 3/17�2006� 2P.T �tt(�-'ov- ■ ■ ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 Structural Notes (Cont.) Lateral Panels ■ ■ ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: DRAWN BY: DATE ORIGINALLY DRAWN: SHEET NO PER simlo ■ ■ Lateral Panel Plywood or OSB Shear Walls STRUCTURAL NOTES (Continued) Drawings indicate general and typical details of construction. Where conditions are not LW1 Maximum Lateral = 240 PLF specifically indicated but are of a similar character to details shown, similar details of Structural Steel construction shall be used, subject to review and approval by the architect and the structural 7/16 OSB (PS2 -92) or CD Plywood (PS 1 -95) engineer. W/ all edges blocked Structural steel design, fabrication and erection shall be in accordance with the AISC W /8d nails at 6" o. c. edges and 12" field "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings ", Legend A.B. @ 32" o.c. with code washers W/ 1/z " washers latest edition. Symbols' Abbreviations W/ no special hold downs at wall panel ends. Plates, Shapes, Angles and Rods shall conform to ASTM A356, Fy = 36 KSI. Anchor bolts Direction of Framing (A) Above shall conform to ASTM A307. Extent of Framing (B) Below Alt, Alternate LW2 Maximum Lateral = 295 PLF Structural tubing shall conform to ASTM A500 grade B, Fy = 46 KSI. A.B. Anchor Bolt 7/16 OSB (PS2 -92) or CD Plywood (PS 1 -95) Intermediate Bearing Point But Bottom W/ all edges blocked Bolts connection steel members shall conform to ASTM A490 -N Bolts shall be %" ? Columns BRG. COL Bearing Column W /8d nails at 5" o.c. edges and 12" o.c. field Minimum, U.N.O. Conn. Connection W/ / x10 A.B. @ 32 O.C. with code washers Contractor shall provide connection adjustment tolerances to satisfy the requirements of Col Bearing on Beam Cont. Continuous W/ 2360 lb. Hold down near wall panel ends AISC Manual of Steel Construction. Beam Continuous over support DBL. Det. Double Detail HD2 PHD2 -SDS3 w/ SSTB16 Anchor 4-1/2" minimum end distance Dim. Dimension Or STD10 @ 1.5 in. from corner or more Nadine and Metal Connectors Concrete Wall Du. Direction All nails shall be common. Nailing schedule shall be per 1997 UBC Table No. 23 -I -B -1 Bearing Stud Wall E.F. E.S. Each Face Each Side LW3 Maximum Lateral = 350 PLF unless otherwise noted on plans. Exp. Expansion 7/16 OSB (PS2 -92) or CD Plywood (PS 1 -95) Connectors called out by letters and numbers shall be "Strong -Tie" by Simpson Company, Non- bearing Stud Wall Fnd. Fir. Foundation Floor W/ all edges blocked " catalog to be latest edition, or engineer approved equal. Provide number and size of Ftg. Footing W /8d nails at 4" o.c. edges and 12 o.c. field fasteners as specified by manufacturer. Connectors are to be installed in accordance with Bearing Stud Shear Wall GLB Glue -Lam. Beam W/ 1/2X10" A.B. @ 24" O.C. with code washers the manufacturer's recommendations. Where connector straps connect two members, place HORIZ. Horizontal W/ 2800 lb. Hold down near wall panel ends 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 Non- Bearing stud Shear Wall MTL Metal H D3 PHD2 -SDS3 w/ SSTB16 Anchor 4 -1 /2" minimum end distance on wood. Unless noted otherwise, all nails shall be common, all shims shall be seasoned PL PLB Plate Parallam PSL Beam Or STD10 @ 1.5 in. from corner or more and dried and the same grade (minimum) as member connected. Holdown P.T. Post- Tensioned Typical Framing Notes Native Soil Rein£ Sm. Reinforcing Similar LW4 Maximum Lateral = 450 PLF STL Steel 7/16 OSB (PS2 -92) or CD Plywood (PS 1 -95) 1. Bearing Wall Framing Granular Fill Symm. Symmetrical W/ all edges blocked 2x studs @ 16" o.c. for all shear and /or bearing walls. Refer to plan sheets for door and Typ TSB Timber strand Beam W 18d nails at 3" o.c. edges and 12" o.c. field window headers not called out on the plans. Headers supported by minimum of (1)- cripple Plywood Sheathing T.O.C. Top of concrete W/ 3x framing or double studs laminated with stud and (1) -full ht. Stud each end at uppermost floor. Remaining floors shall have (2) T.O.W.Top of walls 1 Od nails at 3" o.c. staggered at panel edges cripple studs and (1) full ht. Stud at each end. Columns below flush multiple joist beams shall be equal in width to the beam. All columns not called out otherwise shall be two Shear Wall (See schedule) U.N.O.Unless noted otherwise Including foundation plate studs. C_ Column Mark (See schedule) Vert. Do. Vertical Ditto W/ 1/ "X12" A.B. @ 16" o.c. with code washers 2. Wall Base Plate on Concrete Or 5/8 "x12 A.B. @ 32" o.c. with code washers Flag note (See plan notes) W/ 3600 lb. Hold down near wall panel ends Wall plates bearing on concrete shall be pressure - treated. For all exterior and interior walls, HD4 PHD2 -SDS3 w/ SSTB20 Anchor 4 -1 /2 " minimum end distance bolt plates or sills to concrete with % inch diameter anchor bolts with 7 -inch minimum Or STD14 @ 1.5 in. from corner or more embedment. Place at 32 -inch o.c. maximum for shear walls, And at 4 Ft. O.C. for bearing walls and other partitions. Use minimum of two anchor bolts per sell and place one within 12 inches of either end. Typical unless noted or detailed otherwise. Refer to shear wall LW5 Maximum Lateral = 585 PLF schedule. Contractor shall install Simpson BP5 /8 flat washer at all Y2" diameter anchor 7/16 OSB (PS2 -92) or CD Plywood (PS1 -95) bolts and BP3 /4 flat washer at all' %" diameter anchor bolts. W/ all edges blocked 3. Roof and Floor Framing W /8d nails at 2" o.c. edges staggered and 12" o.c. field Provide 2x solid blocking for joists and rafters at the supports. Install double joist under W/ 3x framing or double studs laminated with partitions extending one half or more of the joist span. 1 Od nails at 2" o.c, staggered at panel edges Including foundation plate 4. Plywood diaphragm Nailing W/ 1/ "x10" A.B. @ 12" o.c. with code washers All plywood shear walls, floor and roof diaphragm nailing shall be as called out on Or 5/8 "x12 A.B. @ 24" o.c. with code washers, schedules or on the plans. Exterior plywood walls where not indicated as a shear walls shall W/ 4680 lb. Hold down near wall panel ends be nailed to supporting framing with l Od nails a 6- inches O.C. at all panel edges and 12- HD5 PHD5-SDS3 w/ SSTB24 Anchor 4 -1/2" minimum end distance inches O.C. at all intermediate supports. Or STD14 @ 14 in. from corner or more 5. Gypsum Wallboard Nailing LW6 Maximum Lateral = 770 PLF All 5/8 -inch Gypsum wallboard shall be nailed to all studs, top and bottom plates with 6d for inch 7116 OSB (PS2 -92) or CD Plywood (PS1 -95) cooler nails or No. 13 gauge x 1 -5/8" @ 7" O.C. (5d cooler nails Y2 gypsum sheathing). Typical unless noted otheri3e, installation of GWB shall be such that joints are W/ all edges blocked staggered on each side of a single wall. W /10d nails at 2" o.c. edges staggered and 12" o.c. field Plywood Web Joists W/ 3x framing or double studs laminated with 10d nails at 2" o.c. staggered at panel edges Plywood web joist, manufactured by Truss Joist MacMillan, INC. shall be sized and Including foundation plate detailed to fit the dimensions and loads indicated. All design shall be in accordance with W/ 5/8 "x12 A.B. @ 18" o.c. with code washers the allowable values and section properties assigned by the building code except that deflection shall be limited to 1/480. W/ 6160 lb. Hold down near wall panel ends HD6 PHD8-SDS3 w/ SSTB28 Anchor 5" minimum end distance Provide temporary bracing until sheathing and permanent bracing is installed. Manufacturer shall provide all specialty items required for a complete installation of joists. Where joists pass over a non - bearing wall allow for a'' /4" min. gap and provide Simpson STC Deflection clips at each joist. General Structural drawings shall be used in conjunction with Architectural, Civil, Electrical, and Mechanical drawings for bidding and construction. Contractor shall verify all dimensions and conditions for compatibility before proceeding. Any discrepancies shall be brought to the attention of the architect before proceeding. Contractor to see Architectural, Civil, Electrical, and Mechanical drawings for size and location of pipe, vent, duct and other openings and details not shown on these drawings. Contractor shall be responsible for erection stability and temporary shoring as necessary until permanent support and stiffening are installed. Contractor- initiated changes shall be submitted in writing to the architect and structural engineer of approval prior to fabrication or construction. Changes shown on shop drawings only will not satisfy this requirement. 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E-mail: Info@TGBArchIt*cts.com www.TGBArchitecte.com ■ ■ ■ EXPIRES: 3/17�2006� 2P.T �tt(�-'ov- ■ ■ ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 Structural Notes (Cont.) Lateral Panels ■ ■ ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: DRAWN BY: DATE ORIGINALLY DRAWN: SHEET NO PER simlo ■ ■ 11 -011 :i N a 0 F a 0 0 0 J IL 6" CONCRETE CURB Finished Elevation 128.6 Southeast 4' 4' Property Line 127.0 Northeast Market Approx. M Market 128.8 Northwest -2 % I I Approx. _2TO -4% Elev. 23.50 Ft. Ground Lan seeping Blocks 1 2 3 6" PVC Pipe 4 24 "x80' ABS Culvert Top of Pipe 2 Ft. below Grade O1 ASPHALT CONC, PAVEMENT CL. B(WEARING) 0.17' COMP. DEPTH O2 CRUSHED SURFACING TOP COURSE 0.25' COMP. DEPTH O3 GRAVEL BASE 0.50' COMP. DEPTH ® GRAVEL BASE VARIABLE COMP. DEPTH AROUND STRUCTURES Cross Section Parking Lot Scale: 0 716ewa Nc 11 -011 ,AFWA Standard Curb I SG/ -011 SCJ Detail T -13 Fort Townsend 11 i /75 #4,@ (0 11 o.c,e.W. KJ j 'Clear excavation limits _ �=Iota Ura in 04 @1011 o c e w 2" clear top lei 114 1@1011 Longitudinal 3" clear bottom 51 -011 Sidewalk —Curb Section Scale 1 "= 10' -0" TAYLOR•GREGORY - BUTTERFIELD 3 w ARCHITECTS BOFt. X 2 Ft. Culvert Standard catch Asin Type I 654 5th Ave S. Suite 300 W ends capped Landscapjng- to- -infill w / pP w oil water se erator _ a Edmonds WA 98020 Stormwater retention chamber. / P w +t#� adjoining lot plants. w 3 w /6" line to Stromwater chamber __— � � ,- of I Tel: 425.778.1530 Invert Elevation 122.0 (typical 3) Straw Bale Barrier during `-- - -- Fax: 425.774.7803 Slope parking lot to Grates - ` construction along property V) z E -mail: info@TGBArchitects.com r (grade 0.02Ft. /Ft. 4 line for erosion control. ~ Match exi rb i L — www.TGBArchitects.com - o FEa Sewer ® Catc h Basin. Ei de East or 2' cover. 6" outlet ipe connected To extra epth catch baq Rim elev. R "'elev Type II Catch Basin Provide cl anout with 126.00 - 126.50 (for culvert cleaning) 1.5 inch _ r #ice:- ° _ _ _ - - - _ Invert "Elev. 121.5 at —_ — L) >K w O = — — — — — — � Catch Basin z i o o: — �- = URim elov - 0 Catch Basin Type I z 126.00 I J Match Curb Elevation. J w PT Details SW -3, SW -6, & SW7A. 3 a W nl 1 L� Q /., W o < ' w 20' Commercial Driveway w F -0" B' -0" B' -0" B' -0" 9' -0" 9' -0" 9' -0" 9' -0" 9' -O" 9' -0" $' 0 5'— City of Port Townsend c� Standard T -17 by-others] o �.- ° ° w N> Construction Entrance EC -6 3 Ld _ ^� _ PC VQTT9 M of r 1 -7 V)< _ cap I ` _ = ,' 7 z °zY LLI LL Y r1 I�� LLI W ll 6 8 L - �wZ� I "3 l Sidewalk nd urb UJ rn ,' J 4 0i U removal an placem % =o ° - I r ~~ t _..- __., P r z i pavement �, J „„ -�- establishes gutter 3 z t � O r� w w �. grade. _ w Sidewalk only to be U LLJ I I wU removed during Z a construction of L,J W '} l i_ t w foundation wall. �0. �'. 1 cn J D_ 3 171 R . In, � /� � w 3 Y < _ -H 0 �� a ' <® )� W - - Construct new" 2" water Ii ie. x -_ — -- -- - - -- - -- -- -- - -, ,j; 3> Coordinate new meter witi, City LLJ z a of" Port Townsend. i l Backfill with CDF & patch Street. 3 ( _ 0 Y as per Detail SS - -2A. { in - w W 0 1 ' -0' 6' -0" 100' -0" 10 - " 26' -6" Q X o N z Q N I J 3 ' W in pp op l i w Elev. 132.27 TOC Ld J 6��'p andica sidewalk ram a of I f standard as per Port U I IP z° I J Townsend standards T-1(. m EL W. z W W X U J LO Of _ - - - - - - _ -- _ - - - - - -- -- - -- - -� -- - -- - - - -_ - J I N CITY SIDEWALKf 0 Y LIJ Y w 10' _v l Elev. 132.27 TOC z_ Elev. 132.53 TOC Bandon Oil Tank _ idgwalk only to be removed wW t be removes! j during construction. Curb to 3 I be removed and asphalt cut when 0 'th sidewalk _ % ,t / "'r BURIED WATER LINE curb ano walk to b% constucte M a M M -- M M M _Z . M _� M M M I I.• cil u wi th. NTa IF- asphalt grade. o {jjj f N '`� 1' = W f" w - I ' Elev, %I 129.00 TO ,r" -' TYLER STREET w - --°'"� w New 6" Sanitary Sewer Line /Connect to existing line at I proximately centerline of Street. In all as per City of Port- 'rownsen 1 det ' -1A, SS- 1C,s,,& SS -2A. w W D CL W � ,�' Z z m Civil SITE PLAN & LANDSCAPE PLAN �\ SCALE: 1 " = 10' -0" IN 3605 REGISTERED ARCHITECT JOHN F TAYLOR STATE OF WASHINGTON ■ ■ ■ ■ Civil SITE PLAN ■ PERMIT SET 6 -30 -04 ■ E c E o v E AUG - 5 2004 CITY OF PORT TOWNSEND BCD D.6 1 S3,3 C.5 C.2 B A.6 v 0 0 N 7 N W F Q O F O J Q. C2 2 r 3 � S3,3 C2 3.3 2' -6" 14' -4" 6' -0" 41-011-344 3 T4 �4 3' -All A � I911 I �F L -� 1 6,_0u 13' -9" 12AVI � C4 C3 �4 I I I I tS L2 oil 1 I 12' 0" C4 C3 �4 OIL I � I "I oil i i I 9 _0i ON 1 4' II 7 II m' .- 1 -20 1 -0'L - - F, n uI ,� i F_ _11 3 3.34 ( I I I 1 I 1iD' 0" L -- I 1 1 2 3,3 i 1- - IC4 'vim 2 -911 r �I �) I n C� I C ■ D.6 3605 REGISTERED ARCHITECT JOHN F TAYLOR STATE OF WASHINGTON ■ ■ EXPIRES: 3/17/2006 Zej it kp 'el H 1 Proposed 3.3 New Mixed use Building Aldrich Market 1005 Lawerence Street C.5 Port Townsend, WA. 98638 -65233 C.2 BASEMENT FLOOR PLAN c Structural Foundation B A.6 • PERMIT SET 6 -30-04 ■ TAYLOR - GREGORY - BUTTERFIELD toto�oop_ ARCHITECTS 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBArchitects.com www.TGBArchitects.com ■ D.6 3605 REGISTERED ARCHITECT JOHN F TAYLOR STATE OF WASHINGTON ■ ■ EXPIRES: 3/17/2006 Zej it kp 'el H 1 Proposed 3.3 New Mixed use Building Aldrich Market 1005 Lawerence Street C.5 Port Townsend, WA. 98638 -65233 C.2 BASEMENT FLOOR PLAN c Structural Foundation B A.6 • PERMIT SET 6 -30-04 ■ i a 0 0 N WN F 0 o� J a �4 .9, C j 6 7 BASEMENT FLOOR PLAN SCALE. 1/4" = V -0" D D.6 C.5 C.2 c B -As -C} 664 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: infoQTGBArchitects.com www.TGBArchitects.com 3605 REGISTERED ARCHITECT JOHN F TAYLOR STATE OF WASHINGTON EXPIRES: 3/17/2006 1005 Lawerence Street Port Townsend, WA. 98638 -65233 BASEMENT FLOOR PLAN Structural Framing PERMIT SET 6 -30 -04 ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: SHEET NO PERMIT ILD a 4 S2..06 iI h a 0 0 LL 0 N N N 0 0 d s. 4 N i a 0 t7 C 7 d OI C i d C d ' h D7 C 0] d m n s v v` ti M O a 0 N 7 N 0 0 a �----- - - - - -- 3 3.3 4 �4.9 5 i6 7 0° O G4 @ — - 53.50 - -- — .— —4 — G) E� 9) FIRST FLOOR PLAN _�O� SCALE: 1/4" = V -0" J D.6 C.5 i C B 1 i I� A.6 fI fIE 1 E J ■ ■ ■ ■ TAYLOR - GREGORY - BUTTERFIELD ARCHITECTS 664 5th Ave S. Suite 300 Edmonds WA 88020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: lnfo@TGBArchitects.com www.TGBArchitects.com 3605 h REGISTERED ' \J ARCHITECT JOHN F TAYLOR STATE OF WASHINGTON ff EXPIRES: 3/17/2006 Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 FIRST FLOOR PLAN Structural Framing PERMIT SET 6 -30 -04 ■ • PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: ■ n c a 0 0 0 N N N 0 N -s N 0 J IL MEZZANINE FLOOR PLAN TAYLOR• GREGORY •BUTTERFIELD www.TGBArchitects.com 3605 REGISTERED ARCHITECT JOHN F. TAYLOR STATE OF WASHINGTON EXPIRES: 3/17/2006 ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 ■ SE'c R n C, ■ #tNE-FLOOR PLAN Structural Framing PERMIT SET 6 -30-04 PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: SHEET NO NO :lLD ®4 ° 0 ,: V S2...20_' ■ ARCHITECTS 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: infol§TGBArchitects.com www.TGBArchitects.com 3605 REGISTERED ARCHITECT JOHN F. TAYLOR STATE OF WASHINGTON EXPIRES: 3/17/2006 ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 ■ SE'c R n C, ■ #tNE-FLOOR PLAN Structural Framing PERMIT SET 6 -30-04 PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: SHEET NO NO :lLD ®4 ° 0 ,: V S2...20_' ■ h a 0 0 0 r. '2 r F 0 N N n O ai O r d W s. 14 N e C d E 0 e d e d 0 m N O1 G .3 0 O M d A 3: n r v v N ti O M O a 0 0 N N a 0 0 J o. THIRD FLOOR PLAN 654 5th Ave S. Suite 300 Edmonds WA 88020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBArchitecte.com www.TGBArchitects.com 3605 REGISTERED ARCHITECT JOHN F TAYLOR STATE OF WASHINGTON EXPIRES: 3/17/2006 215 Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 ■ THIRD FLOOR PLAN Structural Framing PERMIT SET 6 -30 -04 PROJECT INFORMATION ■ S2..30 W4 N p f7 WN F Q 0 J a 1 1.4 4. 5 6 7 SCALE: 1/4" = 1' -0" 3605 REGISTERED ARCHITECT JOHN F. TAYLOR STATE OF WASHINGTON EXPIRES: 3/17/2006 JV Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 ■ FOURTH FLOOR PLAN Structural Framing PERMIT SET 6 -30 -04 PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: ■ I TAYLOR - GREGORY - BUTTERFIELD ARCHITECTS 664 5th Ave S. Suite 300 Edmonds WA 88020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: Info*TGBAmhitects.com www.TGBArchitects.com 3605 REGISTERED ARCHITECT JOHN F. TAYLOR STATE OF WASHINGTON EXPIRES: 3/17/2006 JV Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 ■ FOURTH FLOOR PLAN Structural Framing PERMIT SET 6 -30 -04 PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: ■ I s u u U) U) 0 0 N 7 M N W F- Q D F O J IL Shear Wall Schedule Type Sheathing 5locking Minimum Framing Diaphragm Nailing Plate Nailing or Simpson Framing Anchor Sill Plate Anchor Bolt to Slab or Shear 8- 3/4x28 -1/2 GLB Base Plate Size Custom GLB Required at Adjoining at Panel at Intermediate From Blocking to Plate Foundation capacity =-6-3/4x7-1/2 GLC2 PI 3/4 1x6 "x12" Panel Edges Edges Framing C3 8 -3/4x9 GLC2 (PLF) (4) 3/4 "A.B. Custom CB9 -9 Alt. 74 5 -1/8x6 GLC1 PI 3/4 "x12 "x12" 16d @ (oil oz. "x10" AB. 240 SW1 1/2" Sheathing yes 2x Vert. $ Horz. ad @ 6" o.c. ad @ 12" o.c. or /2 1. Refer to Simpson Strong -Tie Catalog C -2004 for Pre - Fabricated CC or ECC Column 16" O.C. one side ITT 2. Multiple stud columns utilize HF stud Grade studs or better, for beam suppo in wall 11 -7/8 TJI /230 Nailing schedule to follow code requirements. / A35F @ 18" oz @ 32" o c. Note 3 4. Alternate column base plates are shown from Simpson. 2x8 DF #2 P.T. 5. Anchor Bolts (A.B.) require a minimum 9" embedment with reinforcement cage connecting 12" O.C. to lower mat of reinforcement. Cage is (2) hat shaped #4s crossed at A.B.s. LU28 1601 @ 5" O.C. 2.1 E, 3100Fb SW2 1/2" Sheathing yes 2x Vert. $ Horz. 8cl @ 5" o.c. ad @ 12" o.c. or 1/2 "x10" A.B. 295 L11 one side 2' O.C. H3 6x12 DF #2 A35F @ 16" oz @ 32" oc. Standard 6W3 1/2" Sheathing yes 2x Vert. $ Horz. ad @ 4" o.c. Sd @ 12" oz. 601 @ 4" o.c. 1or � -` 1/2 "x10" A.B. 350 beams use Itt- Series hangers. one side cantilever, use 2x12 DF #2 P.T. @ 16" O.C. with 2x12 rim joist. O.C. into B8. 4. Use 1 -3/4 LVL as rim joist A35F @ 14" oz. 24" Oz. 5. Block joist at mid span and SW4 1/2" Sheathing yes 3x Vert. 2x Flat Horiz. ad @ 3" o.c. Sd @ 12" oz, d @ 3" oc. or 1/2 "x12" A.B. 450 one side A35F @ 12" oz. SW5 1/2" Sheathing Yes 3x Vert. 2x Flat Horiz. Sd @ 2" oz. ad @ 12" ac. 1601 @ 2" o.c. or 5/8 "x12" A.5. 585 one side L590 @ 16" O.C. 24" o.c. SW6 1/2" Sheathing yes 3x Vert. 2x Flat Horiz. 10d @ 2" o.c. 1001 @ 12" o.c. L590 @ 14" o.c. 5 /8 "xl2" A.B. 770 one side @ 18" oc Notes- 1. Allowable shear capacity values based on 1997 U5C. 2. For walls indicated in this table, common or galvanized box nails shall be unatalled flush with face of wheathing. The use of nail guns will be approved if nailing into diaphragm cm be installed flush with face of sheathing. Nail penetrations greater than 1116" are not acceptable. 3. For shear walls with shear capacity of 350 PLF or greater, min. 3" nominal framing required at adjoinint panel edges and foundation sill plates. Contractor may use 4" nominal framing if 3" nominal framing is not available. Dbl. 2" nominal framing may be used if framing is laminated with lod nails spaced at the edge nailing requirement. 4. Where shear capacity is greater than 350 PLF and less than 600 PLF, (2) -2x P.T. sill plates may be used in lieu of the 3x P.T. sill plates specified in Note 3, Provided A.B. spacing is reduced to 1/2 of table value. 5. Stagger all edge nails for shear walls with 3" oz. or closer edge nailing. 6. At all 112" Dia. sill plate anchor bolts install Simpson 5P1 /2 plate washers. 7. Provide min_ embedment of 7" for A.5. to foundation. Column Schedule Mark Joist Foundation Anchorage Column Cap Remarks Required 8- 3/4x28 -1/2 GLB Base Plate Size Custom GLB Required 71 8- 3/4x10 -1/2 GLC3 PI 3/4 "x14 "x14" (4) 3/4 "A.B. Custom C139 -10.5 Alt. =-6-3/4x7-1/2 GLC2 PI 3/4 1x6 "x12" (4) 3 /4 "A.B. Custom C137 -7.5 Alt. C3 8 -3/4x9 GLC2 PI 3/4 "x13 11x14" (4) 3/4 "A.B. Custom CB9 -9 Alt. 74 5 -1/8x6 GLC1 PI 3/4 "x12 "x12" (4) 5/8" A.B. CCQ7.1- 6.1 SDS2.5 C135 -6 Alt. FJ5 14 TJI /L65 24F -V4 16" O.C. B12 3- 1/8x13 -1/2 GLB ITT Notes: 22 TJI /L65 1. Refer to Simpson Strong -Tie Catalog C -2004 for Pre - Fabricated CC or ECC Column 16" O.C. Cap installation requirements. ITT 2. Multiple stud columns utilize HF stud Grade studs or better, for beam suppo in wall 11 -7/8 TJI /230 Nailing schedule to follow code requirements. / 16" O.G. 3. Allow for 3/4" Leveling grout below the base plates at foundation. Note 3 4. Alternate column base plates are shown from Simpson. 2x8 DF #2 P.T. 5. Anchor Bolts (A.B.) require a minimum 9" embedment with reinforcement cage connecting 12" O.C. to lower mat of reinforcement. Cage is (2) hat shaped #4s crossed at A.B.s. LU28 Joist Schedule Mark Joist Hanger as Spacing Hanger as Required 8- 3/4x28 -1/2 GLB 24F -V4 Custom GLB Required FJ1 14 TJI /HD90 24F -V4 12" O.C. B4 5- 1/8x27 GLB ITT FJ2 14 TJI /560 24F -V4 12" O.C. B6 3- 1/8x18 GLB ITT FJ3 24 TJI /1-90 24F -V4 16" O.C. B8 5- 1/8x15 GLB ITT FJ4 20 TJI /L65 24F -V4 16" O.C. B10 6- 3/4x21 GLB ITT FJ5 14 TJI /L65 24F -V4 16" O.C. B12 3- 1/8x13 -1/2 GLB ITT FJ6 22 TJI /L65 2.1 E, 3100 Fb 16" O.C. B14 5- 1/4x11 -7/8 PSL ITT FJ 7 11 -7/8 TJI /230 2.2E, 3400 Fb 16" O.G. B16 (3) 1- 3/4x11 -7/8 LVL Note 3 FJ8 2x8 DF #2 P.T. 24F -V8 P.T. 12" O.C. B18 2- 5/8x14 PSL LU28 -7/8 TJI /230 2.1 E, 3100Fb 12" O.C. B20 (2) 1- 3/4x11 -7/8 LVL ITT 2x12 DF #2 24F -V8 P.T. 2' O.C. H1 1- 3/4x11 -7/8 LVL 2.1 E, 3100 Fb L11 2x6 DF #2 2' O.C. H3 6x12 DF #2 H4 4x6 DF #2 Standard 1. Joist Hangers called out on this table refer to Simpson Strong -Tie hangers. Refer to Catalog C -2004 for additional requirements. 2. All beams exposed to weather or in contact with concrete or masonry wall shall be pressure treated. 2. At Joists framing into wood beams use Itt- Series hangers. 3. Where exterior floor or roof cantilever, use 2x12 DF #2 P.T. @ 16" O.C. with 2x12 rim joist. O.C. into B8. 4. Use 1 -3/4 LVL as rim joist 5. Block joist at mid span and supports. Beam Schedule Beam Remarks Hanger as FB28-3/4x3O Required 8- 3/4x28 -1/2 GLB 24F -V4 Custom GLB 24F -V4 Custom B3 5- 1/8x21 GLB 24F -V4 Custom B4 5- 1/8x27 GLB 24F -V4 Custom B5 8- 3/4x33 GLB 24F -V4 Custom B6 3- 1/8x18 GLB 24F -V4 Custom B7 5- 1/8x18 GLB 24F -V4 Custom B8 5- 1/8x15 GLB 24F -V4 Custom B9 6- 3/4x22 -1/2 GLB 24F -V4 Custom B10 6- 3/4x21 GLB 24F -V4 Custom B11 8- 3/4x22 -1/2 GLB 24F -V4 Custom B12 3- 1/8x13 -1/2 GLB 24F -V4 Custom B1` 7x14 PSL 2.1 E, 3100 Fb B14 5- 1/4x11 -7/8 PSL 2.1 E, 3100Fb Framed In B15 (5) 1- 3/4x11 -7/8 LVL 2.2E, 3400 Fb Note 4 B16 (3) 1- 3/4x11 -7/8 LVL 1.8E, 2200 Fb Note 4 B17 5 -118x9 GLB 24F -V8 P.T. B18 2- 5/8x14 PSL 2.1 E, 3100Fb B19 3- 1/2x14 PSL 2.1 E, 3100Fb B20 (2) 1- 3/4x11 -7/8 LVL 1.8E, 2200 Fb B21 5- 118x13 -1/2 GLB 24F -V8 P.T. H1 1- 3/4x11 -7/8 LVL 2.1 E, 3100 Fb H2 4x8 DF #2 H3 6x12 DF #2 H4 4x6 DF #2 Standard L1 4x8 DF #2 P.T. Notes: 1. Refer to Framing Plans and notes for Supports at beam ends. 2. All beams exposed to weather or in contact with concrete or masonry wall shall be pressure treated. 3. Refer to plan notes for beams & headers at bearing locations that are not called out 4. LVL's bolted together with 1/2" bolts nuts and washers @ 4" O.C. Staggered. 5. Balcony ledger attached with 1/2" Lag Bolts @ 12 inches O.C. into B8. 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBArchitects.com www.TGBArchitecte.com 3605 REGISTERED ARCHITECT JOHN F. TAYLOR STATE OF WASHINGTON ■ ■ EXPIRES: 3/17/2006 ■ Proposed New Mixed use Building Aldrich Market ■ 1005 Lawerence Street Port Townsend, WA. 98638 -65233 STRUCTURAL DETAILS Schedules PERMIT SET 6 -30 -04 ■ ■ ■ ■ PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: 3" LW Conc. Slak 3/4" T$G Subfloor Blocked 14 11TJI /HD90 @12" O.G. CL Span Bridging Edge Blocking 12" D.C. 9' -0" a 0 0 N 7 7 04 N ff 0 0 J U. North Wall Section Structural Sections SCALE: 1 " = V -0" i.G. :era I. lev. 13250 Ft. nished floor hor Bolt or Through Bolt olding 4x12 PT Ledger. lev. 129.80 Ft. :;p of E xisting Foundation it @ 16" D.C. or as per lateral sxlsting foundation Set non - shrink Anchor Cement 12" into Slab 3" LW Conc. Slab = 3/4" T$G Subfloor —�- Blocked 14 "TJI /HC>90 ®12" O.G. 9' -0" 05 Rebar @ 16" O.G.E.W. 1/2 "x12" @16" D.G. or as per Lateral. Elev. 132.50 Ft. Finished floor a s t Wa l l 5 (ect i on (ale ) 5/6" Anchor Bolt or Through Bolt 12" o.c. holding 4x12 F'T Ledger. Elev. 129.60 Ft. Top of Existing Foundation 04 Rebar @ 16" O.G. or as per lateral 6" into existing foundation w/ Quick Set non - shrink Anchor Cement Extend 12" into Slab 3" LW Conc. Slak 3/4" T$3 Subfloor Blocked 14 "TJI /HD90 ®12" O.G. l=ast Wall section With 510cl Cut Z.E.W. 2" @16" O.G. s per Lateral. Elev. 132.50 Ft. Finished floor Ic iZ " 5/6" Anchor Bolt or Through Bolt 12" o c. holding 4x12 PT Ledger. Elev. 129.80 Ft. Top of Existing Foundation 2M 14 Rebar @ 16" O.G. or as per lateral o" into existing foundation 41 Quick Set non - shrink Anchor Cement =xtend 12" into Slab TAYLOR - GREGORY - BUTTERFIELD ARCHITECTS 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBArchitects.com www.TGBArchitects.com ■ ■ ■ ■ 3605 REGISTERED ARCHITECT JOHN F. TAYLOR STATE OF WASHINGTON ■ EXPIRES: 3/17/2006 79 Tic-(,( ' " Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 STRUCTURAL DETAILS North & East Foundation PERMIT SET 6 -30 -04 ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: 3" LW Conc. Slab 3/4" T$G Subfloor —� 5locked 14 "TAMD90 @12" O.C. CL Span Bridging Edge 5locking 12" O.C. 1 -3/4 "X14" LVL 5 9' -0" 910 h 3 N 0 N M M 0 N 5 N a 0 0 J a 03 Rebar @ 16" O.G.E.W. [—1/2 "x12" @16" O.G. or as per Lateral. Elev. 13250 Ft. Finished floor Sidewalk Elev. (Var.) 5/8" Anchor Solt or Through Solt 12" oz. holding 4x12 PT Ledger. 04 @ lo" O.C.E.W. 3" Clear 04 @ 10" O.CE.W. 2" Clear 2' -6" 1' -o" �E— 1' -6" " 'Soutin Wall section New l=ounb a t l on Structural Sections SCALE: 1" = V-0" a Weet Wall Section per Lateral. E lev. 13250 Ft. Finished floor 5/6" Anchor Solt or Through Solt 36" o c. holding 4x6 PT Ledger. with grout pad to existing Md. Elev. 130.26 Ft. A prox. Top of Existing Foundation After Removal of Irregular top. M 04 Rebar @ 16" O.G. or as per lateral 6" into existing foundation w/ Quick Set non - shrink Anchor Cement Extend 12" into Slab ■ ■ 0 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info@TGBArchitects.com www.TGBArchitects.com ■ 3605 REGISTERED 1 \J ARCHITECT JOHN F TAYLOR STATE OF WASHINGTON ■ EXPIRES: 3/17/2006 P, j'..e (y 'o CL Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 STRUCTURAL DETAILS Sorth & West Foundation PERMIT SET 6 -30 -04 PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: SHEET NO PERMIT # LLD 0 4 53.32 ■ 0 ■ ■ 12' -0" I' 12' -0" Plan View 1-011 4 O N M N W a O 0 a 04 @ 6" O.G.F -W. 3" Clear Plan View • a orEri Gtr F Lovat_le-in Intermediate l=oot ins Finished Floor Elevation 1' Elevation � 11 61 / II Typical Anchor Bolt Gage Column Foctlncis or Column Base Gage Plan View �E--- Length of wall 2' -0" 1/2" Through Bolt — 24" O.C. holding 1.75" blocking or rim Joist. 10d Nails @4" oz. sub - floor to blocking or rim Joist. 'd• @ roll O.C.F -W. 3" Clear Finished Floor Elevation E l ev. 1235 Elevation Structural Sections SCALE: 1" loot EMViNOn s 6' -011 qd 5 /8" Through Bolt 12" D.C. holding 4x12 PT Ledger. 6" concrete Block Wall 04 @ S" oz. Vertical, Hooked into footing Two 04's in and of wall cell. Bond beams at 16" o c. w/ 204 in each. End Elevation Concrete 51oc�, Wall W/Footing C6 ") Plan View Ir Length of wall 2' -0" 04 ® 6" O.C.F -W. 3" Clear Finished Floor Elevation Elev. 1235 1/2" Through Bolt 24" O.G. holding 1.75" blocking or rim Joist. i0d Nails @4" oz. sub - Floor to blocking or rim Joist. ugh Bolt 12" D.C. 1�� 4�u1g,P Ledger. Same on both sides of wall. a" concrete Block Wall 04 @ 8" oz. Vertical, Hooked into footing Two 04's in end of wall cell. Bond beams at 16" oz. w/ 204 in each. E levation End Elevation �� (Ste Plan loc±C Wall w/Footin� Plan View OE Length of wall E -2' -0" 04 ® 6" O.C.E.W. 3" Clear i/2" Through Bolt — 24" O.G. holding 1.75" blocking or rim Joist. iie @4" oz. Bub- o blocking or St. l om-NIM 1 r7H Finished Floor E levation Elev. 1235 Concrete Wall W /Footing B" concrete Block Wall 04 @ S" o.c. vertical, Hooked into footing Two 04's in end of wall cell. Bond beams at 16" oz. w/ 204 in each. End Elevation (a") 5/5" Anchor Bolt or Through Bolt 12" O.G. holding 4x12 PT Ledger. a" Concrete Wall 04 @ S" O.C.E.W. double horizontal in lintel for door opening 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E-mail: InfoQTG BArc hitects.com www.TGBArchiWcts.com ■ ■ 3605 REGISTERED ARCHITECT JOHN F TAYLOR STATE OF WASHINGTON EXPIRES: 3/17/2006 -/'e-, Tie (X `01i ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 STRUCTURAL DETAILS Details Foundation PERMIT SET 6 -30 -04 ■ ■ ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: SHEET NO PERMIT aria a 4 S3.34 ■ f d m 0 H n 0 a s. d U 0 N m d 0 d C c? O V of m b n h M 0 o. N I 0 0 J a 1/4 11 r_ 11 Plan View ' I 10' 10 I -� r 0 n I 11 CU- II I II Qo III III _. I If `� III I I Il III I III a 1— II- t -1- 1_11­1 (y) :-1 M I I � I 0" 34' 0" 24' 310� 2r 11 II a 11,0" Ilb II End View Elevation Ron m —rf-1� I Imlr1 rnnnPction for C1's Steel Detail 1/4 "all ,0" .o� Ile II End View Collumn Structural Sections SCALE: 1" = 1' -0" M M � 1Tl� I fr—r Plan View M IICI� Elevation Rn <,-P Pln-tP for C1's 1/4 Steel Plate 5/16" holes for SD51 /4x3 Screws (by Simpson) Typical /211 steel Base plate- 7/511 hole for 3/4" A.B. Typical 4. 1/4 Il Steel Plates 511611 holes for SDSI /4x3 Screws (by Simpson) Typical 11 Steel Base Plate Plan View End View Elevation Bear - Column Connection for C1's CsluLam beam Typical 6- 3/4x28 -1/2, a- 3/4x30, or S- 3/4x33 Column - Beam ':onnection _._.w..,..__._ _ ° ° ° ° o n Width "a" Wid #h "b" ° o "c" Height "d" Direction "e" "f' Quantity ° O ° o 17" ° O 10 -1 /2" 11.25" B13 7.25" 1411 811 E & W 14" 9" 5 ° o Main Floor Framing ° ° } . C2 6 -3/4" 7" 7-1/2 " 8.25" B 1 8 -3/4" 9" 28-1/211 22" W 611 12" 2 C2 6 -3/4" 7" 7 -1/2" 8.25" B2 8-3/4" 9" 30" 22" W 6" 12" 1 w 73 $ -3/4" 9" 10 -1 /2" 11.25" B 1 8 -3/4" 9" End View Elevation Bear - Column Connection for C1's CsluLam beam Typical 6- 3/4x28 -1/2, a- 3/4x30, or S- 3/4x33 Column - Beam ':onnection _._.w..,..__._ _ n Width "a" Wid #h "b" Beam Width "c" Height "d" Direction "e" "f' Quantity 2nd ;Basement 17" 8 -3/411 9" 10 -1 /2" 11.25" B13 7.25" 1411 811 E & W 14" 9" 5 Main Floor Framing } . C2 6 -3/4" 7" 7-1/2 " 8.25" B 1 8 -3/4" 9" 28-1/211 22" W 611 12" 2 C2 6 -3/4" 7" 7 -1/2" 8.25" B2 8-3/4" 9" 30" 22" W 6" 12" 1 w 73 $ -3/4" 9" 10 -1 /2" 11.25" B 1 8 -3/4" 9" 28 -1 /2" 22" E 13" 14" 1 B4 5-1/81-1 5 -3/811 2711 22" W it 7377 8 -3/4" 9" 10 -1/2" 11.25" B2 8 -3/41, 9t1 30" 22" Through 13" 14" 1 C3 8 -3/4" 9" 10 -1 /2" 11.25" B4 5 -1 /811 5 -3/8" 27" 22" E 13" 14" 1 B 5 8 -3/4" 9" 33" 22" W -314" 9" 10 -1 /2" 11.25" B 5 8 -3/4" 9" 33" 22" E 14" 9" 1 Ej8 Floor Framing i 1 I . i Mezzanine 6 -314" 711 7 -112" 8.25" B 1 8 -3/4" 911 28-1 /2" 22" W 6" 1211 3 C2 B4 5-1/811 5 -3/8" 27" 22" N & S 73 8 -3/4" 9" 10-1/2"71 5" .'25"71' B 1 8-3/4" 9" 28 -112" 22" W 13" 14111 3 131 8 -3/4" 911 28-1/211 22" E C 1 8-3/4" 9" 10-1/2" 11.25" 131 8 -3/4" 9" 28-1/211 22" W 14" 9" 2 C1 8 -3/4" 9" 10 -1/2" 11.25" B4 5 -118" 5 -3/8" 27" 22" N & S 1411 9" 1 131 8 -3/4" 9" 28-1/2" 2211 E C4 5 -1 /8" 611 6.75" B4 5 -1 /8" 5 -3/8" 27" 22" E & W 12" 12" 2 C2 6 -3/4" j537511 7 -1/2" 8.25" B4 5 -1/8" 5 -3/8" 27" 22" N & E 6" 12" 1 f I ; ■ ■ ■ TAYLOR - GREGORY - BUTTERFIELD ARCHITECTS 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBArchitects.com www.TGBArchitects.com 3605 REGISTERED ARCHITECT JOHN F TAYLOR STATE OF WASHINGTON ■ EXPIRES: 37/17/2006 y ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 IN STRUCTURAL DETAILS Column - Beam Details PERMIT SET 6 -30 -04 ■ S3..40 a N N 0 0 a Hanger we to MC12x31 M-1 24 Ga. Metal Roofing Self taping It sealing screws to MC6x12. Sealed to MC12x31. 1/4" 3 "-12" 1/2" bolt to next panel 2' O.G. (3 per connection) CT ) Galvanized. 2 "x3 "x1/4 "Ang 1. 0 1/411 (2 " ) o MC&x12 1' -9S" O.C. MC12x31 Welded to MC12x31 each end Sloped to Bldg. W6x25 Galy. 1/2" Galy. 5olts @410.C. to Canopy 1/2 "x5" Galy. Lag bolts @2' O.C. to 516g. 2" Drains one per Canopy Panel. r �Canopy Section anger Welded to MCI2x31 Can be on both ends of panel 'N" shown 2" Canopy Downspo Connection Structural Sections SCALE: 1 " = V -0" 0i J C 0i E rn _ n. 0 C C5 Fee,� 2" Downspout (typical) 2" hole In upper flang for drainage W6x25 Fanel Sizes Panel MC12x3l Suspension "L" Rod Hanger A 12 r 5 X N X 11' -3" X D ix N FE 9' -6" N F 10' alt �4 7' -6" Raa. �4 x lo' W in 9" 4 1= J 14' FE in 4' Structural Sections SCALE: 1 " = V -0" 0i J C 0i E rn _ n. 0 C C5 Fee,� 2" Downspout (typical) 2" hole In upper flang for drainage W6x25 Fanel Sizes Panel MC12x31 Suspension "L" Rod Hanger A 12 r 5 11 Ft. N C 11' -3" N D 12' -6" N FE 9' -6" N F 10' alt �4 7' -6" Raa. �4 x lo' W in 9" 4 1= J 14' FE in 4' Man View Corner Canoj_� Shown without Metal Roofing Cano Fanel Sizes Panel Length Suspension "L" Rod Hanger A 12 N in 2' 5 11 Ft. N C 11' -3" N D 12' -6" N FE 9' -6" N F 10' N $8 G 7' -6" Raa. H lo' W in 9" 4 1= J 14' FE in 4' 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info@TGBArchitects.com www.TGBArchi*cts.com ■ 360s REGISTERED I\/ ARCHITECT JOHN fINGTON ■ EXPIRES: 3/17/2006 76J —icy ICS ■ IN ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 STRUCTURAL DETAILS Entry Canopy PERMIT SET 6 -30 -04 ■ ■ Flan View • Shown without Metal Roofing PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: SHEET NO PERMIT # 3LD 0 4.0 3 0 S142 a 0 N 7 ao N 0 0 a We" O holes Canopy Fanel Sizes Panel Length Support Suspension "L" Column Rod Hanger M S' N S N 18' N65 O 18' N$S P 18' N$S Q 16' N$5 R 16' N$S �Ir N r 1/4 Wall 5rac�,et Detail Ion (4) 3/4" Bolts into wall beam 11, O Rod Ga Iv. w /03 Clovis both Ir w/ 1 -3/4" Pin. Galy. 0 u o MC6x12 total = S 1' -11" O.G. Welded to MC12x31 each and Sloped to 81dg. 24 Ga. Metal Roofing Self taping *sealing screws to MCexl2. Sealed to MC12x31. 0 WaX58 Ga Iv. 1/2" Galy. Bolts @4'0.C. to Canopy 1/2 "x5" Galy. Lag bolts @2 "O.C. to Bldg. 2" Drains one per Canopy Panel. Structural Sections SCALE: 1" = 1' -0" t�►an view Shown without Metal Roofing 3rd Floor Joist Blockinc o� J £ N N N a 0 C' d 664 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBArchitacts.com www.TGBArchitmts.com 36D5 REGISTERED ARCHITECT JOHN F TAYLOR STATE OF WASHINGTON EXPIRES: 3/17/2006 ■ ■ Proposed New Mixed use Building Aldrich Market G x JZ c{Ci - 1005 Lawerence Street 06 Fj.00rz. w+�( Port Townsend, WA. 98638 -85233 STRUCTURAL DETAILS Parking Canopy PERMIT SET 6 -30-04 PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: N N 0 O a Frames 'late _+T O T O O 5/8" Holes For 1/2" 5olts 7 % tC) 1 Top plate, o I� 'Ter Corners o " o.C.F_JW. ea r. a rkin Canopy Foundation and support Column Structural Sections SCALE: 1" = 1' -0" 5/8" Holes for 1/2" A.B. n 31s 5ase pia Saddle for f5eam 1=nd View Y o i o O 5/8" Holes for 1/2" 5olts ,I 0 5a5e plate. Eating Dsc�, support Column Flan View Shown without Metal Roofing xWxl /4" Plate ch side "x1/2" Top Plate cl /4 TS K12's ing Canopy Frames ■ TAYLOR- GREGORY - BUTTERFIELD ARCHITECTS 654 stn Ave S. Suite 300 Edmonds WA 88020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info@TGBArchitects.com www.TGBArchitects.com ■ ■ 3605 REGISTERED ARCHITECT JOHN F. TAYLOR STATE OF WASHINGTON ■ ■ 1005 Lawerence Street Port Townsend, WA. 98638 -65233 STRUCTURAL DETAILS Parking Canopy PERMIT SET 6 -30 -04 PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: SHEET NO PERMIT# 8LD 0 4 m 0' S146 E a 8 0 0 1 M 0 N M N 0 0 IL Scale: .3/4"=l' Decd Support L�2r� /8" Holes ' An for 1/22" Anchor 5olts 0 Railing Post 1/4 1 4r� onto 1/4" base plate. fRa i l 5ase Flats 5ca le 1.5 " =1' 2 1'steel pipe railing Verticals @ 5ft. O.C. 1 /4 11x4 "x8" base plate. 21_61 5uii Conc. V' Concrete Wa l l 04 Rebar @2ft. O.C.E.W. (2) Longitudinal in footing. 7 6r Scale. 3/4" =1' ■ ■ ■ ■ 0 TAYLOR° GREGORY •BUTTERFIELD ARCHITECTS 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax 425.774.7803 E -mail: info (jTGBAmhitects.com www.TGBArchitects.com 3605 REGISTERED ARCHITECT JOHN F. TAYLOR STATE OF WASHINGTON EXPIRES: 3/17/2D06 ■ ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 STRUCTURAL DETAILS Outdoor Deck Section Loading Dock & Ramp PERMIT SET 6 -30-04 ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: SHEET NO PERMIT UD04 °0;0 S3.47 0 JUL 2 6 " (01-4j LD CITY OF PORT TOWNSEND &C6 F a: I t z I DIRECTIONAL PARKING ARROWS A7.00 SCALE: 1/2" = 1' / Fmgv D i U U RESERVED I PARKING / o ° I / 0 1 / Y °w Of LLJ Z m U Q 9 GA. 18 °x12" SHEET METAL MOUNT WITH 3 CHROME ROUND HEAD SCREWS. SIGN MUST READ "DISABLBED PARKING PERMIT REQUIRED ". SILK SCREEN INTERNATIONAL H.C. SYMBOL (WHITE ON BLUE BACK - GROUND) GREEN LEGEND AND BORDER PROVIDE 'VAN ACCESSIBLE" SIGN WHERE NOTED ON PLAN 2x2 STEEL TUBE, CLOSE TOP END AND GRIND SMOOTH. PAINT WHITE / \ \ \/ a > CONCRETE BASE TO BE a R TYP. N SPACE H.C. PARKING 0 NOTE: SIGNAGE SHALL WITH ADA SIGNAGEGUIDELIINES 3 EXTERIOR HANDICAP SIGN A1.00 SCALE: 1/2" = 1' PRECAST CONCRE 1o" PHALT PER /IL DRAWINGS GALV. STEEL DOWELS L COMPACTED SUBGRADE 5/8" DIA, X 24 "L. AT 4' -0" O.C. \ PRECAST CONCRETE BUMPER DETAIL SCALE: 1" = 1' N N 7 N 0 O J Q 12" MAX. R as c a — 1� —SAVE AND OR TRANSPLANT EXISTING MATURE LANDSCAPING IN NE CORNER OF PROPERTY 24' -0" .` - + / \ EXISTING FENCE #4 REBAR Q 2 24' O.C. EACH WAY / 6' SOLID CEDAR FENCE w FROM EAST PROPERTY i o 1' -0' (2) #4 REBAR CONTINOUOS LINE TO READ OF 4" CONCRETE SLAB HOUSE TO W ST l J � Q CURB TO PREVENT o DUMPSTERS FROM 6v) LU ROLLING INTO o 2 fLACyENT HOUSE o SECTION @ CONCRETE STAIR E4a�0 d � 'U U w A1.OD SCALE: 1/2" = 1' AjV Z -- - 0 I � BARRIER FREE SYMBOL SCALE: 1" = 1' A PERIMETER - LANDSCAPING: - -- PROVIDE PLANT MATERIAL TO COMPLIMENT EXISTING "F PLANTINGS ON ADJACENT ° PROPERTY I ".CURB TO PREVENT VEHICLES �• j FROM BACKING INTO LANDSCAPING 1 Li O i I N U 1 N w A1.00 - - -- 4 U) A1.0 Q _ _ dW 0 OVdWO l3VdA03 13VdAO3 �- 2 1 r" ■ ■ TAYLOR• GREGORY •BUTTERFIELD ARCHITECTS 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel 425 778 1530 w - - - - - — Fax: 425.774.7803 V) - ' - - - - - -- E -mail: info@TGBArchitet.u.com 1 wwwJ13BArch itects.com / � EXISTING STREET TREE TO BE SAVED vii ■ ■ - _ I 1n V) Cn ` I � p M XISTING STREET TREE � 1 1 10 9 8 i 17 "_ ; a _- --TO YE SAVED Lv / ~~ ■ ■ {� x Ix 8,,a0.• _ g -O',' 81. -0; -0° 9'I -0 ` 9' -0" 19 -0., 9 _Q g' D "� 5'- 1- w NEW LANDSCAPING -J Z ELECT. ON DECK ABV. 5 1 z ry METERS A1.00 At. I ii Ix� ; NEW STREET TREE -H TO REPLACE EXIST. o U. -U (1(1 _ _ Oj _- - i . IT I: Z Q x - Proposed 0 New Mixed use Building :D 1 r -0 6' -0'� 100' -0" i' 1 !r -' ! ,_ 10'- 26' -6., `eiJ' i'Y' - i iI T I _7lil Aldrich Market l7 /!/IUIJJ / / / �i �.il :n � �ii��i 11 �I U)- rZ-� 0 6'�,li��i 1 'iii I I' ,j1 1 I 'I „ i' d'�' _ - U7 __� - - /flli 'i!I'i1 111!1 �1�lil III,�IIiIIII111 'i - 1n �. �ii;,i;;11� ,I�'(II�� w Cl) x ✓ I l ,l,ll, 11 i;li; I,, Y z 1005 Lawerence Street w PROPOSED NEWil.i'1' i" ii +1111'��!'I'I;•'II�',II`1i i'�� mil :� — Port Townsend, A.98638 -65233 I,I 11,1, 1,1�1!Ijllli'.Iilili�l11 Ii,, r STRUCTURE ;�Ii' �I�,' �jilllll�lllli ;l;����lll�ll��;,li,ijlj'li:' WW � d w ;I till' 'I;' Z0- Z Cn •vs _ / FIN FLR ELEV: 132.16 I ; ;II 11,'I , II11 w l,i I, ; , 11,1 m ✓ :;1 „I1 n - (n �ii� !Ili I i1 1 11 i �I '1�i X w 111 Il'illul�l' III�i ul �� L1 Q �,,, w - -✓ 2 lj;;li ",I;�I�I� +i�'i'iIIII�IIiil;� ifii�,l''I Z: zU z� �; m L'i x �� -- a- :'I ^'i�''',i"'ll'i11''lla�lil li i ?I��� Q-U , U) != �o ARCHITECTURAL v z«" _ - - -- _ _ - - - w _ - -_ - - - - - _ SITE PLAN DN X NEN CITY SIDEWALK, o K SS - ISS _ w NEW STREET TREE f /V, Qty /�/a4/ I n F __ \ BURIED WATER LINE��a o /. w PERMIT SET 6 -30-0 'TYLER STREET REVISIONS \ ,n 0 City comments 07 -19 -04 - 0 0 ;r 0 0 A r' it L I Q a A a I N A A A rn A ■ ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB ARCHITECTURAL SITE PLAN & LANDSCAPE PLAN DRAWN BY: CMW SCALE: 1 0' -0" DATE ORIGINALLY DRAWN: 11.20.03 " = 1 SHEET NO ILL ► 0 E III!Rff. Lb] x N I o� 0 I LO I i� x I 0 �C_51= 0 (C.21 1 C [ A.6 U N 11CN' r 0 0 LL OI m F I N 14 1 91 4' -6" 5' -1" 7�'_11�I '�.021' -7" 4' -6" _L 16' -9" 23' -4" 4.9,;'5; t6' 2' -1" 2' -3" I I ' 7 ! 1 i X1.4) 1.6 ,i J x1.91 + 2 BASEMENT FLOOR PLAN SCALE: 1/4" = 1' -0° 3 ,; ( 3.3 f4, y 4.9' 5) 6 ! 7l I 1 I ! I UU -V GREGORY•BUTTERFIELD ARCHITECTS ! i ! 821 -7.. 17' -5" Tel: 425.778.1530 8' -10" 8' -5" 7' -7" 7' -9" 7' -9" V -9" 7' -9" 7' -9" 7' -9" 6' -1" 5 - -2" 3' -2" 14' -3" E -mai I: Info @TG BA m h itects.com I I I i I I i , 1 I I• • P 7 j I ELEVATOR ELECJPHONE STORAGE ! STORAGE = STORAGE 6'- 6Ya "x7' -4" STORAGE STORAGE' STORAGE STORAGE WATER/SPRINKLER EST CLEAR ODD.07 000. D6 000.05 000.04 000.03 OPENING o o 0 0 N 000.09 000.08 OOD.11 i 000.10 i Q O ; 000.01 I ! I ! MACHINE I EXISTING CONC. ! WALL TO REMAIN ! ROOM 1000.02 CONCRETE WALL PER LINE OF TRUC STAIRS i ! S T. o rn I - - -- 0o T o 0 FC00) o g ABOVE -- -- 0 0 °o °o0 t o o 0 0 o o o 0 0 0 0 0 o :, I- _ _,_.._ __ 1 o EXIT _..._. - -- - I I LINE OF I STORAGE ! SOFFIT ; 090.63 ! 000.63 x 000,12 I I SIGN : 2x4 STUDS AT HALLWAY ° - O.C. WALL DD0.67 I I N 4' 10" 4' -0" 10' -8" 9 -3' 3' -10" (TYPICAL) (TYPICAL) i ! S G -- -- - - - -- - t- '- CIO CD n IN 11) • 1 - - 2 ! ! ! °o °o IN IN CN CIA C4 -o ° -o 0 o °o °O O° °o °o o° o 4' �" 001.DO 10' -5" 7 2 A4.00 A4.00 STORAGE !STORAGE { STORAGE ! 000.17 000.18 STORAGE ! STORAGE j I STORAGE STORAGE RAGE STORAGE STORAGE ! O_ STAIR I 000.19 i 000.20 I 000,21 I 000.22 000.23 000.24 000.25 NO.1 I 000.12 - - - EXIT 001 F-i WALL PER n i jjI N I I Z_ i SIGN - I I I FOOTING PER FOOTING PER a J STRUCTURAL STRUCTURAL I ! 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IS, I 000.13 7 M EXIT M M M N HALLWAY N N N °o °o °o °° OOD,66 °o °o ° -► j °o °o 'i I o °o SIIIGN o -' o 0 0 0 0 OOD.64 - � ° ir IC00) LO 000.14 EXIT I o ! o t o o SIGN °o I oo °o I ° _ o 0 0 0 o XIT ° ° o ° ° - - - - - - - SIGN STORAGE o STO GE STORAGE; ST RAO E STORAGE _ ST RAGE I 000.37 000.3¢ 000.39 00.40 00 .14 = I , STORAGE STORAGE !- STORAGE STORAGE STORAGE STORAGE STORAGE 000.a7; I 000.41 000.42 I I 000.43 000 44 000.45 I 000.46 000.47 HALLWAY HALLWAYI , - - -- HALLWAY 000.16 STRUCTURAL - -I - - -- - L_ r- - I STORAGE I STORAGE STORAGE STORAGE STORAGE ! ; STORAGE STORAGE j ! 000.16 I ! I 000.55 00 I STORAGE STORAGE j + CHAIN LINK 000.54 000.53 ! 000.52 DD0.51 000.50 000.49 000.48 PARTITIONS I I FOOTING PER- STRUCTURAL n °n d°' d°D - I - LO LD I 000.55 O O O O O 0 0 O - o 0 0 0 + - XI 10 -._. - -i SIGN i } } -5" 5' 2'r1" 7' -9" 7' -1" 3' -11" 2' -9° 4' -6" I I 1 I 000.56 I O % N 7' -9" 7' -9" 3' -0" 4' -9" -8" I I ; - - HALLWA - - 000.65 - - -- - -- - - -- - • __ -- - - - - -- t I -- - -- - -- - - - ---- _EXIT - o � - - - - -- SIGN - - -- - - -- -- + EXI I, STNG C.MU. i STORAGE I ! STORAGE i OOD.15 000.56 t C.M.U. SHEAR 1 FIRE EXTINGUISHER °° °0 0 o O 0 � ° °o N ! ; ° °o I WALL TO BE REMOVED �' WALL i STRUCTURAL ; I CABINET ° ° i o 0 0 o X - - _ !- o 0 STORAGE 000.57 ! STORAGE 000.58 STORAGE 000.59 ! STORAGE 000.60 STORAGE 000.61 STORAGE 000.62 / / / L - i -UP 10 RISERS 23" NO.3 i EXISTING CONCRETE WALL TO REMAIN 2x4 STUDS AT 16" O.C. WALL - T 17 y-'� - - O r� ' 1 (TYPICAL) F NEW FOUNDATION ! I n n I WALL PER STRUCT. - -. ! i lh "7 HANDRAIL ® ! " ! ! ! I 34 -36" ABOVE rt I FINISHED FLOOR 3' -10" T -9" 10' -9" 10' -5" 9' -10" 11' -0" 3' -8" 3' -7" 10' -5" I I 86' -0" ! 40 ! I 100' -0" ! 1 _ Zea nn _ 11, I 1 i X1.4) 1.6 ,i J x1.91 + 2 BASEMENT FLOOR PLAN SCALE: 1/4" = 1' -0° 3 ,; ( 3.3 f4, y 4.9' 5) 6 ! 7l ■ F E ■ D.6 ? D; 3605 REGISTERED ■ Proposed New Mixed use Building Aldrich Market _ 1005 Lawerence Street ;•5 j Port Townsend, WA. 98638-65233 % ..2 I _i BASEMENT FLOOR PLAN C, B PERMIT SET 6 -30 -04 k 6 REVISIONS Q 0 ■ ■ �A PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: ■ ■ SHEET NO PER IT # 44004.0 3 A2v00 TAYLOR• GREGORY•BUTTERFIELD ARCHITECTS 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mai I: Info @TG BA m h itects.com www.TG BA m h itects.com ■ F E ■ D.6 ? D; 3605 REGISTERED ■ Proposed New Mixed use Building Aldrich Market _ 1005 Lawerence Street ;•5 j Port Townsend, WA. 98638-65233 % ..2 I _i BASEMENT FLOOR PLAN C, B PERMIT SET 6 -30 -04 k 6 REVISIONS Q 0 ■ ■ �A PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: DATE ORIGINALLY DRAWN: ■ ■ SHEET NO PER IT # 44004.0 3 A2v00 `�1 ' ) , 8'� ' 1 ., { { I I I ; ; I I ! '• 1 i 41 , i i I i 1 Ydj ) I ! { { { j I 1.:��' i i2 t \ I ! I 1 1 1 j ! I { i I ! � ; i 1 I ! ! I { i ! ! ! I { I { { ! i I� } ! g { I , i 1 i ! I I { ! � j ! I ! i a ; 1 1 1 j I + ! ! i ' ! 1 ,• J� -.�i I i I 1 � I { ! j { i ' I� � j i ; I ! I i ! , , I I :I : _..11 j ! - i " ' l) j , ' ° a 3. 4. ? 5 b 7} f TAYLOR GREGORY • BUTTER FIEL I i -4, 25 1 1b' 21' - 4' - 16' 9, 23 3i ARCHITECT. 4-6 i ! " GUARDRAIL @ +42 ABOVE , FIN FLR. SPACE OPENINGS I OUTDOOR 6648th Ave S. Suite 300 { SO A 4 SPHERE SHALL NOT I DINING Edmonds WA 88020 INE OF 1 i i I I ! i ! I i j I ! ! 04 �� Tel: 425.778.1530 Ii !! 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AYL { I I ASHINGTON z MEN'S \ - - - -- cli ROOM I N � I ° I \ 1213 12 - - - 1 1 - �-- - -- -- - - -- - -- - -- — - -I - -- - -- - - -- - -.. -- - 203 - - - - - - - - -- - - -- - - g ------ - ° - - - - -` E I LINE OF-j L I _. 00 — --- - -- —7 -- I I .. _ ... -_- o o FIRE — — _._... AWNING 3 I / o EXTINGUISHER pI 01 C.01 STAIR ` BELOW 11 °° N `' I ) I i 205 LINE OF 60" _j CABINET ! 9 1� NO. 1 ■ 1E - _ /1 001 C wROOMS I TURNING EXIT ' 3 0 205 RADIUS SIGN 11 I { ? A5.10 0 - - -- MIN TYP > l 44" CLEAR VIDEO RENTAL 1 v� N Y 2 Uj ! { ! 206 i EATING A4.00 m j ( s I 0 202 z i ° 3 ZOTE: I a o 0 3 0 8' -8' 15' -8" ! 1 1 ! POST OCC LOAD: ! ! i { OF MAX 31 OCC. °O °o - - - -- ----- ----- --- - -- - -- - 1 z I COLUMN PER s z g 3 - J i 4 I B ; `a STRUCTURAL i� Q ° _ 3 3 � 1 n A5.11 12 Q ti 1A "0 HAND- Proposed ! v COUNTER ® +36" N RAIL i � 34 " -36" ABVo STAIR o FIN. FLOOR ° IVe�nr Mixed use Builds NO. 2 ; i i i HALF WALL +42° i GUARDRAIL ® +42° ABOVE 112 ��i EMERGENCY Aldrich Market 4—LRn ABOVE FIN FLR. FIN FLR. SPACE OPENINGS LIGHTS + SO A 4' SPHERE SHALL NOT 71 '04 ! I { 1 PASS THROUGH THEM 2.. 6. 23" 1005 Lawerence Street I - o -- - - - -._- - - - - - -- - - - - -- - - - - -- - - - -- - - - - -- -- - - -- -- - - - - -- - - - - -- -- + - - - - - -- - - - -- - - - -- - - - -- -- - - -- -- -- - - - - -- " - - - -- '� Port Townsend, WA. 98638 -65233 --- - - -._�. -�- - - - - -- ! - - - - -!- - ''- DOWN 20 RISERS - - - - +, C 5) I - -- _ STAIR ! -- - -- o -- t 7 123° - 12. r-- - - -- - -� - -- _ ___'C.2 I ! I I — a _' 1J1 °� HAN- I ! { j I 1Y2 "0 HAND- • ___._c__ _..___ , _ RAIL ® I ! ; ' RAIL @ 34 " -36' p STAIR �L`'t d 34' -36' j4BV 1 ABV FIN. FLOOR SECOND FLOOR PLAN '00 �� " FIN. FLOOR I 1 O _ �3C z - -- - - - - -- -- - - -- - -- - - -- - - -- -- - - -- -- - - - - -- - - - -- - - - - - - - - -- ; - j - -- - - - -- - - - -- - - - -- - - - - -- N 9fll M IT1 _...._..... LEI REFER _- - \ N cc��11 2. �• B i O XIT = i ! ! OPEN TO FLR. COLUMN PER 003C.01 SIGNN - B EMPLOYEE j BELOW STRUCTURAL N - cn LOUNGE 0 w o LLI m ' 208 w 1 j Q -- Z -- — I 1 D! N -- ! PERMIT SET 6 -30 -04 Z , ° i N ! M - - -- - - -- -1 -- - -- ------ -- -- - - - ` r -- A 6 I ■ REVISIONS - - -- -- - -- - -- - -- - -- - -- -- -- - -- - - -- --- - - - - -- -- - - - - - -- - ,- - 1Q city comments 07.18.04 go C14 04 -- I i 7 Q 7 -- - 4' -D" 4' -7" 3' -9" I 7' -0" 4' -8" 18' -0" - O OFFICE ! I � ! I w1 02.09 � Q 12 B AREA o o ; w102.1 D i- -- R 2 209 ° I - - - -- - - . HALF WALL @ +42" I Q ABOVE FIN FL { cli \ 4 I EQUIP. ��: (� I�G 1 " : ®� i ®® I i r7<r LINE OF WALL - - - - -- -� Q _ ` A5.11 12 I ROOM `i i o i 0 { ABOVE { Q I - ! 7 ! oo ._ _ Q � ; 169 S.F. I �� i � �j o ■ 1 ° -W102. 02.15 ! A W2p7 W209.02 W2Il301 .._ - -- { _W102.2L.. -.- __V�1D2.19, -. - -- ---- w102.17_, -- -. -- I I I II" -I -- W402.22' + 10 .2Q 1- W1D2.18 LINE OF DECK ! G 1 ; I 1 PROJECT INFORMATION I ABOVE ! �' 1 1 j { PROJECT NO: 03075 { ! i PROJECT MANAGER: BJB L WINDOW L WINDOW 0 L � DV�i L V INDOW' j ! L WIN40w ; WINgOw L WINDOW DOWN SPOUT i �• I DRAWN BY: - 5' -0" 3' -3" 11 -9 ! I 3' -0i i I 1" { ! 16' -0 7 -2 7 , 11'j DATE ORIGINALLY DRAWN: i ! 1 P I I I 92' -0 "i I ! i i i ! ; I I ! j •� I !6' =0 2' -0° LINE OF AWNING 1 LINE OF--' i I ! I I AWNING BELOW -)� SHEET NO l 1) 'j1.4 j (1.6 ,s 1 1 9 7± 2! PER 3 (3.g 4 4.9 ` 5; 6 17 ����t SLD Q 4 o Q r� Q _ 1 _. _ = SECOND FLOOR PLAN SCA L = 1' -0" A220 1 IF -, it N I o) ( E - 0 I N (13.6) m I IfD 1� 1 o' (C.5 - �l 0 I ;C.2)- =I C B t 0 li EMr.T -= I OW. 4' -6" 5' -1" 6 22" r3.,1 3.3) ( 4 {'4.9,; 5 �� L 6�1 4' -6" 16' -9" 23' -4" �2'- 1 "12' -3" ■ TAYLOR' GREGORY - BUTTERFIELD ARCHITECTS i 100' -0" 654 5th Ave S. Suite 300 { '41' -2" 1 144' -7" 14' -3" Edmonds WA 98020 Tel: 425.778.1530 24" 10' -6" 17' -1" 7' -0" 4' -7" 7' -4" 7 - -0" 18' -0" 10' -6" 21" Fax: 425.774.7803 E -mail: info @TGBArchitects.cm !16" 2' -4" 3' 11" i L3WDW L WINDOW 2' -10" 3' -6" L DOOR 24 L WDW' 4" 31-61, L DOOR 4' -0" 4' -1'„ L WDW L WINDOW 0 -0 4 -3 www.TGBArchitects.com 24' C -6'. 24 3' -0" 4' -6" 20" 24" 6' -6" 24" 1' ' I L WINDOW a { A4.00 I DECK GUARDRAIL @ +42 "IABV BAY WINDOW W301 •054 I !y DEKp z GEKO a FIN FLR SPACE OPENINGS ^ W302.052 �p 7 o v_� o:'� SO A 4" SPHERE WILL 7 �h.., = BAY WINDOW N �p i Jn w , NOT PASS THROUGH; TYP Oti' - - r- ■ ■ - - -- - -- - -- S5 { W301.06 ° W302.09 { c�? ALL DECKS W3 �� p / N - - 02.06 W300 01 1 F j ° SOFFIT DOWN BAY °0 1 BDRM. 301.09 302.09 BDRM. SOFFIT DOWN BAY v 3 � WINDOW AREA WIN " J UNDER BEAM, := j ^ 301.06 IVIN 02.0 1 UNDER BEAM. BDRM. 6 7 o D ! o 46 : 1 VING ELEVATPR I ° IGHT CALC. ROOM l ROOM CA ET 1 302.05 ( 6'6Ya'x7" 4" N t VEST. 3 3605 REGISTERED c=n - 20 SF /12 SF MI. 301.09 1 02.09 1 LIGHT CALC CLEAR o A P =� CAR 120 SF /12 SF MIN: LIGHT CALC. OPENING o 300.01 7.5 SF PROVIDE LIGHT CALC. _ LIGHT CALC. 27.5 SF PROVIDED 165 SF/16.5 SF IN 1 -2 I o J MSTR.] ! { 296 SF /30 SF MIN 364 SF /37 SF MIN 1 50 SF PROVIDED A5.12 JoHNF A `D 7 BDRM.. °o : ) 35 SF PROVIDED I 49 SF PROVIDED I N ATE OF ASHINGTON 1 00 301.05 1 0 I 4' -4" 6' -3' .? 11' -10' 2' -7" 2' -7 15' -9" 7' -1" 3' -6" 1' -9" . - " 4' -5" 2 -8" ... I 0 1 3 T { EN 00 oLIGHT CALC. 1 - o- =__ i - I -- - - - -- -- ao - - ZERO CLEARANCE DIR. VENT - - - - - - - -- - o - - -- - -- -- - -- - - - - I o r \' -- r - - -- - - --- -- -- - -- - AS FI E INSTALL-PER - - - - -- 156 SF/15.8 MIN ; " 1 G REPLAC . 110V - E/ 3 0 77 SF PROVIDED LIGHT CALC. - MANUF. SPECS. PROVIDE S.D. o 120 SF /12 SF MIN = OUTSIDE COMBUSTION AIR 302.04 BATH - 12 0 i ° _ 27.5 SF PROVIDED w /MIN. 6 SQ. INCH OPENING. 32.061 i 302,04 I 3 110V 1 j oV TYPICAL AT ALL FIREPLACES. 110V TILE ' 2 11 ■ ■ S D n S.D. S.D. 7 N o 301.061 0 0 0 - - - - - - - ^ • How" tSTAIR AS v SHELF &ROD,, n SHE�F &ROD N NO.1 0 ; SHOWER LINE OF LINE OF 302.02 oN E It - / as NDRY. 11 oV ;. BATH 001 D.01 o BATH 301.10 S q. SOFFIT ABOVE UNIT 1 UNIT 2 SOFFIT ABOVE Q S.D.V 302.02 0 o I 44" CLEAR 2 .TILE o 6 ! 0 TIL o\ I -. - MIN TYP A4.00 00 m TILE o kN� x4 WALL °ors ® '� �I ELOW 2x4 WALL ��� O° - " `� 000 3 3 3> ABINETS BELOW O T o 0 O CABINETS � - 000 HALL i / i HALL F R o 000 HWD HWD-- CABINET 000 02.06 (f X j i O o I _ ID t I o KITCHEN D I I Dw STOVE D�' �P°v �e� ' " mmo ■ ■ _ _ > 0 1 301.07 1 m o� o 0 000o xm BATH o -� HWD DINING DINING �o LID 4 O v> o 0 o L! ° /rrt 301.02: ROOM ROOM KITCHEN STUDY A511 TILE I 301.02 I 301.08 302.08 302.07 _ 3 L _ I HWD WD HWD I 0 302.06 4 ) " = Proposed 1 CARPET STAIR ° LND 0° New Mixed use Building z NU. STR. q o 0 0 EMERGENCY _ 01,01 N 12 �+ 'G M > 12 0020 I o o 00 - 0 302.0 �, k P ?� 1 ; F r _�rITS (i "`I Aldrich Market V.TILE FS I& o REFER LO- - - 1005 Lawerence Street - -1 - - - = - o> - - - - - -- Port Townsend, WA. 98638 -65233 ° 4' -6" 5' -1" 13' -2" 10. -4" 0' -9" 13' -2" 5' -0" 3' -3" 11' -3 12° 4' -i" h C.5) �.. 7 � EXIT 0 CORRIDOR = EXIT ° 0 I O 1 1 5 " " 304.02 „ 1 5 IGN 3 0 " n 51GNj I i 13'17" d' 5' -0" 6' -2' 2' -3 1 6' -1 B' -10' 5 -0 d 2T -4' ° w 12 z FIRE 0 6 " 36" FIN F RASPACE OPENINGS ■ ■ 3 : EXTING - 1 60'x30" - WH SHO .. - - GUARD-RAIL 2 V o N CABINET o' `� TUB /SHOWER W D C-4 REFER] = j SO AL4" SPHERE WILL G ° I LINE OF NOT PASS THROUGH, TYP I THIRD FLOOR PLAN -to HALF - -0 -- SOFFIT A p ALL DECKS WALL STOVE 1 I -- o ABOVE _ Vj. -YI D - - -r - 364:07 - -- -� -- C STR. o KITCHEN DINiONG LIVING - SIGN - - -- - - z - 304.01 - -� D ® R0.- -- _ -- - EMERGENCY lT, �H�I� - _: -- �' $� - STR. -- - - -- - -- - - -- - - - -- -- -- - - 1 - R09M -- - - -- - _ _. -. -lrB EXIT -_ '' 7 - 0 v B STOVE I REF R M HWD TILE 304.08 09 LIGHTS 002D I 303.0 303.02 \ i o LOPE HWD o _ _ HWD CARP „- -` o4 303.03 3 r� I V.T.O. V.T.O, o ! Y4 :1� o HALL TILE ATH N INK o 03.04 LIGHT CALC B HWD °_ ILE1 ° 04.02 H� _ \ I I 2x4 WALL 373 SF /38 SF MIN 0 SI rn I o 0° v Do 304.03 1 0 _ rn BELOW 70 SF PROVIDED w J I HWD o o I CABINETS DECK ° ML�m - = M 303.02 304.02 = = U = _ ZERO CLEARANCE DIR. -t - r_ GEKO VENT GAS FIf�EPLACE. - _:. T3 LE 8 .... 9 O �r 1 INSTALL PER ;MANUF. -0" 2' -1" 3' -9" 5' -0' 8'- 5'- 11' -10" 15" 13 -0" 4' -0" d SPECS. PROVIDE OUTSIDE 2x4 WALL - _ COMBUSTION ,AIR w /MIN. 15,. BELOW AB NETS O 11DV o ° d 3 O 11oV �' I o = PERMIT SET 6 -30 -04 7 6 SQ• INCH OPENING. S.D. r j > 60 "� 0' S.D. � 1 a o TUB SHOWER I = TYPICAL AT ALL { ;.,1 io 0 = - _ 7 "1� o ■ ■ FIREP ES. u: t SHELF & ROD o o SHELF & ROD 0 30�a3+ n 0 tin N 'S ,- 1 _ : , ` - ; 1 - 0 - � M. �. ;; 1Q City comments 07 -19 -04 UNIT 3{ -,, j I LNDRY.i I - - - �r o d 11 LINE OFJI j iv M 303.10 N 304.061 _ M WH I M j = Q LIVING SHELF;& ROD 110V i N SOFFIT ABOVE , V.TILE 11 - ROOM 111 ov - _ - - - MSTR. L I ? _ 303.09 1 BDRM. S.D. _ s.D. BDRM. S.D. S.D. BDRM. M y-(f,y I 0 • 304.04 = 304.05 o PE 303,06 303.05 BDRM. o i 304.1 ' LIGHT CALC. I DINING { 1 C 304 06 �j 1 I CAR i oo = 0 o I E MIN ROOM C PET LIGHT CA1 3 0 ED LIGHT CALC. LIGHT CALC. LIGHT CALC. MSTR. _ -- _,:_.,._ _ . N LIGHT CALC. 0 0 0 240 SF /24 S 85 SF PROVIDED 303.08 _ : 138 F/ SF MI 184 SF 19 SF MIN D 0 100 SF /10 SF MIN 150 SF /15 SF MIN 1 / 0 120 SF 12 SF MIN BATH HWD I 27.5 SF PROVIDE 50 SF PROVIDED / I o 35 SF PROVIDED i I ' 0 27.5 SF PROVIDED 304.04 i { 99 SF PROVIDED SOFFIT DOWN o 0 WINDOW AREA { I 1 1 6 TILE 4 O3p UNDER BEAM. I - N SOFFIT DOWN BAY 9 1 60 "x36" I I 7; SOFFIT DOWN BAY OWE o { WINDOW AREA o WINDOW AREA I L I UNDER BEAM. 303.09 1 1 = UNDER BEAM. = S ELF & ROD - 304.052 I o _ ■ ■ n _ _ W30 OS W303.06 - - -- -� - W304.06 A w" DECK �' o`' z w N DECK o �,� = p w W303.052 5' ° O `� PROJECT INFORMATION GEK6 v o ,• • GEKO W304.105 o N �± 7 �^J cL 1 0 7 v7 7 :.. a�0 BAY WINDOW N PROJECT NO: 03075 ° ui d Q PROJECT MANAGER: BJB „ „ " „ �„ DECK 3' -6„ L DOGS 2' -7' 3' -11' L 3 DO' L 3'- WD CL 3' -8' L 3' DO' L 3'D 4' 14' 24' 6' -6' 24' S' -1" 3' -0" 4' -3" 3' -4" 5' -9" 7' -6" 2' -7" 3' -6" L 3' 06 2'- 1 24" 6' -6" 24" DRAWN BY: DATE ORIGINALLY DRAWN: 3' -0" 7' -0" 23 -9 10 -6 17 31l-6"I 7 -0 3 10 10' -6" 18" 24" 45' -8" 54' -4" 24" ■ ■„ ■ SHEuT NO 1) �1.4) (1.6. 11.9)w 2 2 3 ' X3.3; , 4 1 x,4_9` I�5) 6 I ;� 7 iI'�''��4 > -' - A4.00 PERM THIRD FLOOR PLAN ,Q\ w n 4%n SCALE: 1/4° = 1' -0" 5 Y: 0 UJ 0 N 5 N 0 0 IL SCUPPER DOWNSF SCUPPER DOWNSF ROOF PLAN SCALE: 1/4" = 1' -0" A5.00 7 L ROOF 654 stn Ave S. suite 300 Edmonds WA 88020 Tel: 425.778.1530 Fax: 425.774.7803 E-mail: lnfo@TGBArchitects.com www.TGBArchitects.com 36D5 REGISTERED ARCHITECT �4! WASHINGTON EXPIRES: 3/17/2006 ?-'E9i Yit-Y rt✓q ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 ROOF PLAN PERMIT SET 6 -30 -04 IN ■ Is 0 PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: MOA DATE ORIGINALLY DRAWN: SHEETNO RRMJ ® # 3LD Q 4 a 0 A2..50 ■ 0 4 i f I} k i I I E 4 I$' I z 3 U) W a c 0 m d W W e 'v m 0 0 CO) 0 0 0 U N c m O 0 00 v d Y A N u s` R N o 0 M 0 c: 0 N N 0 o J Q. - NORTH ELEVATION SCALE: 1/8" = V-0" WEST ELEVATION SCALE: 1/8" = 1' -0" WOOD TRIM DOCK RAMP BUILDING ENSIGNIA ROOF FACIA TRIM BAY WINDOW WITH WOOD TRIM 4' DP. DECK WITH METAL RAILING HORIZONTAL SIDING COMMERCIAL FACIA TRIM COMMERCIAL LEVEL WINDOWS METAL AWNING 3' SINGLE GLASS AND WOOD DOOR GLASS SECTIONAL DOORS COLUMN AT CORNER i 654 5th Ave S. Suite 300' Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBArchitects.com www.TGBArchitects.com ■ ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98636 -65233 ■ BUILDING ELEVATIONS PERMIT SET 6 -30-04 PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: CMW DATE ORIGINALLY DRAWN: 03.01.04 ■ MINES a SHEET NO FERWIl LLD 0 4 0 3 C� A3-0-00 ■ ■ I Lr e C C C C C C, C M N Q O 0 O J IL t I 0 t 0 0 0 0 I 0 I N ROOF ELEV:176.16 4TH FLR. ELEV:166.16 3RD FLR, ELEV:156.16 SECOND STORE z 00 I 00 BASEMT. ELEV:123.50 e k c , c.z, -C T' HAM METAL AWNING S SECTIONAL DOORS WITH WOOD TRIM SOUTH ELEVATION SCALE: 1/8" = 1'-0" E, HORIZONTAL WOOD SIDING F I ELEVATOR OVERRUN ROOF FACIA TRIM 4' DP. DECK AND RAILING WOOD PANEL SIDING -- COMMERCIAL FACIA TRIM WOOD TRELLIS COMMERCIAL LEVEL WINDOWS I SECOND FLOOR WOOD DECK �— WITH PAINTED METAL RAILING �— AWNING AT RESIDENTIAL ENTRY STEEL COLUMN METAL PARKING COVER STEEL COLUMN W/ CONC. BASE FINISH GRADE STREET GRADE EAST ELEVATION SCALE: 1/8" = 1' -0" P.L. I I TO ROOF ED WOOD TRIM CANOPY OVER PARKING _ AND CONC. COLUMN (ALLEY) GRADE ■ ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 ■ BUILDING ELEVATIONS PERMIT SET 6 -30 -04 • REVISIONS ■ TAYLOR• GREGORY •BUTTERFIELD ARCHITECTS 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBArchitects.com www.TGBArchitects.com ■ ■ Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 ■ BUILDING ELEVATIONS PERMIT SET 6 -30 -04 • REVISIONS 0 N N 0 0 a 0 0 0 I 0 O 1 O I 4 1 A5.00 2 A5.00 -------- ""_ —. EAST — WEST BUILDING SECTION SCALE: 1/8" = V -0" 0 0 0 0 c O F C4 x I ao I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 I I I I 1 1 1 1 1 ` 1 1 NORTH — SOUTH BUILDING SECTION SCALE: 1/8" = V -0" 654 5th Ave S. 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ELEV: I REAR EXIT ELEV:129.6E Go I 00 N I BASEMENT SLAB ELEV:' STAIR TO ROOF STAIR: 1/4" = 1'-0" `A t I 3 N S STAIR A5.11 STAIR: 1/4" = 1' -0" � � rW.i 061 O I 0 4TF 0 I 0 3RI N SE( O I N r 00 I 00 ST( B n Ci C.21I 'C 5) E / W STAI R STAIR: 1/4" = 1' -0" RS I-INIVV f\/iILllyV IVJ1A. I L VIl1. MIN. 1 1/2' SPACE BE WEEM HANDRAIL AND WALL HANDRAILS TO RETURN SMOOTHLY TO WALL 2 & 3 SECTION HANDRAILS TO BE MIN. 34 ", MAX. 36' FROM FIN. FLOOR Is 3605 OF WASHINGTON ■ Proposed New Mixed use Buildil Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 ■ VERTICAL CIRCULATION STAIR #2 & 3 SECTIONS PERMIT SET 6 -30 -04 ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: AZTW DATE ORIGINALLY DRAWN: e SHEET NO PERMIT # AD 0 4 0 0 cF A5.11 ® TAYLOR• GREGORY •BUTTERFIELD ARCHITECTS y 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBArchitects.com www.TGBArchitects.com Is 3605 OF WASHINGTON ■ Proposed New Mixed use Buildil Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 ■ VERTICAL CIRCULATION STAIR #2 & 3 SECTIONS PERMIT SET 6 -30 -04 ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: AZTW DATE ORIGINALLY DRAWN: e SHEET NO PERMIT # AD 0 4 0 0 cF A5.11 C I C O I 0 C I N C I N 00 I C 0 m 5 v m 0 r a IN r r r v N M 0 a F� N N 0 0 J a O I C 0 I O 0 I N 0 I N 4.9 . 0 ROOF ELEV:174.16 4TH FLR. ELEV:164.16 3RD FLR. ELEV:154.16 SECOND FLOOR f7 IN RETAIL FLR. ELEV:132.16 N �t I r7 CONDO ENTRY ELEV:128.785 N L BASEMENT ELEV:123.50 N / S ELEVATOR SECTION SCALE: 1/4" - 1' -0" I O 6' -6 1/4- CLEAR r� oil oil 16 Q� a c} J W I C) ry N W Z PROVIDE POWER OUTLET & LIGHT VERIFY LOCATION PIT LADDER, 16 ELEC. AND NECESSARY PLUMBING BY OTHERS NOTE: PROVIDE BLOCK -OUTS FOR ELEVATOR SWITCHING BOXES, PIPES, ETC. PER MANUF. SPECIFICATIONS ELEVATOR ADA REQUIREMENTS ELEVATOR CALL BUTTON TO BE PLACED 42 INCHES ABOVE FLOOR. VISUAL INDICATOR TO BE PLACED MIN. 72 INCHES ABOVE FLOOR. FLOOR NUMBER SIGNAGE TO BE PLACED 60 INCHES ABOVE FLOOR ON ELEVATOR DOOR JAMB. ELEVATOR DOORS TO BE A MINIMUM OF 42 INCHES IN WIDTH. CAR CONTROLS TO BE MOUNTED NO MORE THAN 54 INCHES AND NO LESS THAN 35 INCHES ABOVE FLOOR. CAR CONTROL BUTTONS SHALL BE A MINIMUM OF 3/4" IN DIAMETER. NUMERAL HEIGHT SHALL BE 5/6" MINIMUM. ELEVATOR SHALL COMPLY WITH UBC CHAPTER 11 AS_KLL AS APPENDIX 30 AND ALL OTHER 1 CAPL D RAISED TACTILE AND BRAIL E INDENTIFICA ON PLACED TO LEFT OF ELEVATON BUTTONS V_ L _--Jj ELEVATOR NOTES 1 UBC 3003.2 FIRE SERVICE RECALL AND SMOKE DETECTORS - ALL AUTOMATIC ELEVATORS SHALL BE PROVIDED WITH FIRE SERVICE OPERATION AS REQUIRED BY THE 1997 UBC 3003.4.5 ELEVATOR DOOR REOPENING DEVICES - DOOR REOPENING DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE 1997 UBC 3003.4.10 TELEPHONE AND INTERCOMMUNICATING SYSTEM - AN INTERCOM AND A TELEPHONE -TYPE DEVICE ARE REQUIRED FOR EACH ELEVATOR. A SINGLE DEVICE MAY BE INSTALLED PROVIDED IT FUNCTIONS TO PROVIDE TWO -WAY COMMUNICATION. 3003.5 STRETCHER REQUIREMENTS: ELEVATOR CAB SHALL BE MIN 80 "X54" WITH A 42" SIDE SLIDE DOOR 3003.6 EMERGENCY SIGNS: PROVIDE APPROVED PICTORIAL SIGN OF A STANDARDIZED DESIGN POSTED ADJACENT TO EACH ELEVATOR CALL STATION IT INDICATE, IN CASE OF FIRE, EXIT STAIRWAYS SHOULD BE USED. ■ ■ TAYLOR• GREGORY •BUTTERFIELE ARCHITECTS 654 5th Ave S. Suite 300 Edmonds WA 88020 Tel: 425.778.1530 Fax 425.774.7803 E -mail: info@TGBArchitects.com www.TGBArchitects.com 3605 REGISTERED F Proposed New Mixed use Buildi Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638-65233 VERTICAL CIRCULATION ELEVATOR SECTIONS PERMIT SET 6 -30 -04 REVISIONS 1� City comments 07 -19 -04 ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: SJB DRAWN BY: AZTW DATE ORIGINALLY DRAWN: SHEET NO PERMIT # oo 3LD a 4 • o a c» A5.12 - 654 5th Ave S. Suite 300 Edmonds WA 98020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBArchitects.com www.TGBArchitects.com Proposed New Mixed use Building Aldrich Market 1005 Lawerence Street Port Townsend, WA. 98638 -65233 ■ DOOR SCHEDULE DOOR DETAILS PERMIT SET 6 -30 -04 ■ i N 7 i Pl WN Q h a ■ PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB DRAWN BY: CA DATE ORIGINALLY DRAWN: SHEETP R l.T AD U 4 @ g (P UMIR 0 U w c O 0 a h n O M 0 N V c 0 m s v v R 0 0 o. 0 N 7 M N 0 s a DOOR SCHEDULE NOTES HARDWARE TYPES 1. "MARK" IS SHOWN ON PLAN, 1 PANIC HARDWARE 2. "SIZE" IS FINISHED OPENING SIZE, WIDTH x HEIGHT. TYPE B ALL DOORS 1 -3/4" THICK UNLESS OTHERWISE 2 INDICATED. LOCKSET HARDWARE THIS WILL BE OPERABLE FROM THE 3. TYPE : REFER TO ELEVATIONS IN THE "DOOR & INSIDE W/O ANY KEY OR SPECIAL FRAME TYPES SHOWN N THIS SHEET. KNOWLEDGE OR EFFORT, UBC 1003.3.8.1 2.1 LOCKSET /KEYED 4. "GLASS ": RESIDENTIAL 1/4" T = 1/4" TEMPERED GLASS, SCHLAGE F- SERIES PLYMOUTH 3/4" I.T. = 3/4" INSULATED TEMPERED. 1/4" W. = 1/4" WIRE GLASS. 2.2 OFFICE SUITES 01/4" S. = 1/4" HEAT TEMPERED SAFETY GLASS, 3 SCHLAGE D SERIES ATHENS 5. "FRAME ": PRIVACY HARDWARE REFER TO ELEVATIONS IN THE "DOOR & SCHAAGE D- SERIES ATHENS FRAME TYPES „ SHOWN ON THIS SHEET. PUSH BUTTON LOCKING ON INSIDE TURNING INSIDE KNOB /LEVER WILL RELEASE 6. "RATING ": LOCK, OPEN OUTSIDE W/ SMALL TOOL WHEN REQUIRED FIRE RATING FOR DOOR AND LOCKED (NON KEYED LOCK) FRAME ASSEMBLY. 4 PASSAGE HARDWARE 7. "HARDWARE ": SCHLAGE D- SERIES ATHENS REFER TO HARDWARE TYPES THIS SHEET. BOTH KNOBS /LEVERS 8. CORRIDOR DOORS MUST BE GASKETED AND ALWAYS UNLOCKED 5 HAVE AN S RATING ON THE LABEL. NOTE USED 9. ALL GLAZING IN DOORS INCLUDING SLIDING DOORS 6 AND SIDE PANELS ARE REQUIRED GARAGE DOOR HARDWARE TO BE SAFETY GLAZED PER UBC 2406.4. ALSO ANY GLAZING WITHIN 24" OF THE 7 DOORS LOCATED AT THE COMMERCIAL CLOSET HARDWARE LEVEL SHOULD BE SAFETY GLAZED. Nio' 7.1 CLOSET DOOR HARDWARE 11 60010 X69/ 10. ALL EXIT ENCLOSURE DOORS HAVE A MAXIMUM 7 © 7 CLOSET BI -FOLD HARDWARE TRANSMITTED TEMPERATURE END POINT SHAL �40 y11 NOTE:. NOT EXCEED 450 DEGREES F. ABOVE AMBIE T to AT THE END OF 30 MIN. OF THE FIRE EXPO RE 0 A. INSTALL SCHLAGE S- SERIES S I 1 - JUPITER LEVER HANDLES OR EQUAL. FIN. AS DIRECTED BY 11 . KEY BOXES AT EXTERIOR STAIRWELL DOORS: OWNER A KEY BOX IS REQUIRED TO BE INSTALLED IN AN ACCESSIBLE LOCATION. THE KEY BOX SHALL BE B. PANIC HARDWARE: INSTALL OF AN APPROVED TYPE AND SHALL CONTAIN KEYS TO MONARCH 19 HARDWARE OR GAIN NECESSARY ACCESS AS REQUIRED BY THE CHEIF. EQUAL. FIN. AS DIRECTED BY OWNER C. DOOR CLOSERS- L.C.N. OR EQUAL D. LEVER TYPE HARDWARE IS REQ'D ON ALL THROUGHOUT COMMERCIAL AND COMMON AREAS, ON ALL UNIT ENTRY DOORS AND ALL DOORS WITHIN TYPE "A" DWELLING UNITS, SEE DETAIL 1 THIS SHT. WALL MOUNTED SIGNAGE SIGN TO BE MOUNTED 0 60” TO BE LOCATED ON LATCH 6" LINE OF WALL TO CENTERLINE OF SIGN SIDE OF DOOR CLEAR OF (U.N.O.) (WHERE APPLICABLE) o" FROM F.F.L. , EQ. ,_ EQ, 0 0 DOOR TYPES SCALE: 1/4"= l'-O" VARIES io S S 6• 6• y tV 3'-0" w A A -1 b U" %, —I PAIR OF FRENCH DOORS PAIR OF FRENCH DOORS FLUSH PANEL FRENCH DOOR FRENCH DOOR EXTERIOR EXTERIOR 3 EXTERIOR y ARIES ,. VARIES 2 0.00 o VARIES %0 S L4 F 17 F7.4 E E -1 F G aoo BI -FOLD BI -FOLD GATE GLASS PANEL OVERHEAD DOOR LOUVERED LOUVERED SIGN 1A THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS SIGN REQUIREMENTS: UPPERCASE CHARACTERS 1. READILY VISIBLE AND DURABLE SIGN SHALL RAISED 1/32" BE PLACED ON OR ADJACENT TO THE DOOR 2. HT. OF LETTERS 1 MIN, WHITE OR BLACK LETTERS TO CONTRAST WITH STOREFRONT . DOORS N 3. LOCKING DEVICE SHALL BE DBL. CYLINDER _ KEY LOCKED PER UBC 1003.3.8.1 EXCEPTION #1. C SIGN 1 B CORRESPONDING EMPLOYEE ONLY GRADE II BRAILLE SIGN REQUIREMENTS HT. OF LETTERING 5/8" MIN, TO 2" MAX. 1, UPPERCASE CHARACTERS RAISED 1/32 2. HT, OF LETTERS 1" ON CONTRASTING BACKGROUND NOT TO SCALE 1 DOOR SIGN DETAILS ri 1 RESTROOM SIGNAGE DOOR- SWING. MOUNT ®6 OPENING TAYLOR• CWB EACH SIDE Cf TO CENTERLINE OF SIGN �. � w � HM FRAME FROM F.F.L. PROVIDE RATED AND DOOR FRAME, LABELED FRAME WHERE 6 SCHEDULE w A A -1 b U" %, —I PAIR OF FRENCH DOORS PAIR OF FRENCH DOORS FLUSH PANEL FRENCH DOOR FRENCH DOOR EXTERIOR EXTERIOR 3 EXTERIOR y ARIES ,. VARIES 2 0.00 o VARIES %0 S L4 F 17 F7.4 E E -1 F G aoo BI -FOLD BI -FOLD GATE GLASS PANEL OVERHEAD DOOR LOUVERED LOUVERED SIGN 1A THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS SIGN REQUIREMENTS: UPPERCASE CHARACTERS 1. READILY VISIBLE AND DURABLE SIGN SHALL RAISED 1/32" BE PLACED ON OR ADJACENT TO THE DOOR 2. HT. OF LETTERS 1 MIN, WHITE OR BLACK LETTERS TO CONTRAST WITH STOREFRONT . DOORS N 3. LOCKING DEVICE SHALL BE DBL. CYLINDER _ KEY LOCKED PER UBC 1003.3.8.1 EXCEPTION #1. C SIGN 1 B CORRESPONDING EMPLOYEE ONLY GRADE II BRAILLE SIGN REQUIREMENTS HT. OF LETTERING 5/8" MIN, TO 2" MAX. 1, UPPERCASE CHARACTERS RAISED 1/32 2. HT, OF LETTERS 1" ON CONTRASTING BACKGROUND NOT TO SCALE 1 DOOR SIGN DETAILS ri 1 RESTROOM SIGNAGE DOOR- SWING. MOUNT ®6 OPENING TAYLOR• CWB EACH SIDE Cf TO CENTERLINE OF SIGN �. � 2• 2X STUD TO STRUCTURE ABOVE HM FRAME FROM F.F.L. PROVIDE RATED AND DOOR FRAME, LABELED FRAME WHERE 6 SCHEDULE �K Ej, o w X X v, w g BOTT01 Ci /. F GENERAL BUILDING SIGNAGE REST ROOM SIGN PARTITION AS SCHEDULED EXT. SIDING PER PLAN SCALE 1/4" = 1' -0" SEALANT SCALE 3" = 1' -0" 2 DOOR SIGNAGE MOUNTING LOCATION r3) TYPICAL EXT. DOOR HEAD DETAIL RAILING SYSTEM BEYOND DOOR FACE OF WALL BEYOND NEOPRENE DOOR SEA. FACE OF JAMB WATERPROOF MEM E ALUM. DOOR OVER 1/2" SHEATHI G OVER THRESHOLD EXCEED DOOR PER SCHEDULE 2z SLEEPERS 0 12 O.C. SLOPPED TO DECK RAIN, 1/20 HGT• SIM AS NECESSARY ; THRESHOLD AT HM t� FINISH FLOOR - DOOR SWEEP PER H Xt ARDWARE , ° ^' •r , , r EXTERIOR S FLOOR SHEATHING PER STRUCTURAL SPECS.- il�-- TJI PER STRUCTURAL — SCALE 3" = 1' -0" 6 ADA THRESHOLD ® UNITS TO DECKS r77 TYP. EXT. THRESHOLD iR SLAB g g S -0 . � . 3 . 1 6' -0' 3' -D' 3 ° 6 3 IQ2 W t2 `? C -2�- INTERIOR f C -3 D D -1 EXTERIOR AIR DBL. ACTING DOORS SNGL, DBL, ACTING VARIES 3'-D* 8 aoo aoo e .o K 7 UNIT INTERIOR NIT ENTRIES 2 OR 4 PANEL 8 PANEL M1 M in rm. III- SLIDING ' 111' DULI S E 1 7 SCALE 3" 4 COILING DOOR THRESHOLD DETAIL 5 COILING DOOR JAMB TYP. EXT. WALL PT-r-I'll 115l DOOR (SEE SCHED) --- 1 1 I 1 1 LOADING DOCK- ROLL UP �I V � WOMEN JIl71V LH NOTE: FOR MAIN 'DOOR ONLY LOCKING DEVICE SHALL BE DBL. CYLINDER KEY LOCKED PER UBC 1003.3.1.8 EXCEPTION #1. 5 /B" TYPE X TAYLOR• CWB EACH SIDE HEADER, (SEE STRUCT.) ARCHITECTS DOUBLE STUDS 0 JAMB 654 5th Ave S. Suite 300 HM FRAME HOLLOW METAL PROVIDE RATED AND DOOR FRAME, LABELED FRAME WHERE SHOWN ON DOOR SCHEDULE DOOR (SEE SCHED) --- 1 1 I 1 1 LOADING DOCK- ROLL UP �I V � WOMEN JIl71V LH NOTE: FOR MAIN 'DOOR ONLY LOCKING DEVICE SHALL BE DBL. CYLINDER KEY LOCKED PER UBC 1003.3.1.8 EXCEPTION #1. ■ ■ ■ 3605 REGISTE E T i JOHN F TA ATE OF WASHINGTON ■ Proposed New Mixed use Building Aldrich Market SIGN 26 1005 Lawerence Street Port Townsend, WA. 98638 -66233 SCALE 1/4" = 1' -0" NOT TO SCALE 1 EXIT DOOR SIGNAGE MOUNTING LOCATION HEAD PLATE BEYOND - 5/8" GYP. BD, ON 2X STUD FRAMING (WALL PER SCHEDULE) - COLUMN SUPPORT - REF. STRUCT. SCALE Y= l' -0" HEADER, (SEE STRUCT.) MTL, STUDS WHERE APPLICABLE DOUBLE STUDS 0 JAMB 1 1 SCALE 3" = 1' -0" SCALE 3" = 1' -0" SCALE 3" = 1' -0" 8 TYPICAL EXT. DOOR HEAD DETAIL 9 TYPICAL HM INT. DOOR HEAD DETAIL 10 COILING DOOR HEAD DETAIL 5/8' GYP. BD. ON 2X STUD FRAMING DOOR HEADER - REF, STRUCT. 5/8" GYP. BD. ON 2X STUD FRAMING COILING CURTAIN " M ■ ■ DOOR DETAILS DOOR NOTES PERMIT SET 6 -30 -04 RnEVISIONS 'i City comments 07 -19 -04 PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB \ / DRAWN BY: CA DATE ORIGINALLY DRAWN: SHEET NO PERMIT # AD 0 4.0 SCALE 3" = 1' -0" A6. Q 1 ■ ■ TAYLOR• GREGORY •BUTTERFIELD ARCHITECTS 654 5th Ave S. Suite 300 Edmonds WA 96020 Tel: 425.778.1530 Fax: 425.774.7803 E -mail: info @TGBArchitects.com www.TGBArchitecte.com ■ ■ ■ 3605 REGISTE E T i JOHN F TA ATE OF WASHINGTON ■ Proposed New Mixed use Building Aldrich Market SIGN 26 1005 Lawerence Street Port Townsend, WA. 98638 -66233 SCALE 1/4" = 1' -0" NOT TO SCALE 1 EXIT DOOR SIGNAGE MOUNTING LOCATION HEAD PLATE BEYOND - 5/8" GYP. BD, ON 2X STUD FRAMING (WALL PER SCHEDULE) - COLUMN SUPPORT - REF. STRUCT. SCALE Y= l' -0" HEADER, (SEE STRUCT.) MTL, STUDS WHERE APPLICABLE DOUBLE STUDS 0 JAMB 1 1 SCALE 3" = 1' -0" SCALE 3" = 1' -0" SCALE 3" = 1' -0" 8 TYPICAL EXT. DOOR HEAD DETAIL 9 TYPICAL HM INT. DOOR HEAD DETAIL 10 COILING DOOR HEAD DETAIL 5/8' GYP. BD. ON 2X STUD FRAMING DOOR HEADER - REF, STRUCT. 5/8" GYP. BD. ON 2X STUD FRAMING COILING CURTAIN " M ■ ■ DOOR DETAILS DOOR NOTES PERMIT SET 6 -30 -04 RnEVISIONS 'i City comments 07 -19 -04 PROJECT INFORMATION PROJECT NO: 03075 PROJECT MANAGER: BJB \ / DRAWN BY: CA DATE ORIGINALLY DRAWN: SHEET NO PERMIT # AD 0 4.0 SCALE 3" = 1' -0" A6. Q 1 ■