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Home My WebLink AboutGunn BLD04-051Loft Floor — 158.67' dk 1A Seoond Floor — 150' Flret Floor — 139.75' Second Floor — 150' - N Flat Floor — 139.75' n n SECTION C -C Pl SCALE: 3 /16 - -r-W .L lU 1 5. B SECTION B -B Pl SCALE: 3/16'=1'-0- n n 22' CHECKED 1 3' 54" 41.8" 4' 2'31 7/13/09 SCALE: 3/16 " =1' -0" SHEET NO. OF 4 4- I I n? N •1 1 5. B SECTION B -B Pl SCALE: 3/16'=1'-0- n n P1 souE: 3116 ^ =r-0^ T 1 2 p— 4 �" 99'-5" B I [ 5 a ROD CHECKED DATE: 7/13/09 SCALE: 3/16 " =1' -0" SHEET NO. OF 4 Loft Floor — 158.67' J11 a i/] 1. I � � ' 0 a I I ° �Q Second Floor — 150' _ 41 ik N m C 41 nmt Floor —X61 r.FMr)N A -A P1 souE: 3116 ^ =r-0^ T 1 2 p— 4 �" 99'-5" B I [ 5 a 11 17-60 ST -6" 4 1R6 ��y�� R-' - l Illy 52'-4" 74 — I w I PREMIER BUILDING SYSTEMS 4609 70th Ave East Fife, Washingtion 98424 (800) 275 -7086 Fax - 253 - 926 -3992 I i 1 TYPICAL ROOF PANEL 7116" O.S.B. SKINS WITH ' 1/4" E.P.S. CORE OVERALL THICKNESS 1/4" ROD CHECKED DATE: 7/13/09 SCALE: 3/16 " =1' -0" SHEET NO. OF 4 J11 a i/] 1. I � � ' 0 a I I ° �Q 41 ik N m C 41 r 31.2" A? p m, 4 FIRST FLOOR PLAN p3' -2" 3'-2" 11 17-60 ST -6" 4 1R6 ��y�� R-' - l Illy 52'-4" 74 — I w I PREMIER BUILDING SYSTEMS 4609 70th Ave East Fife, Washingtion 98424 (800) 275 -7086 Fax - 253 - 926 -3992 I i 1 TYPICAL ROOF PANEL 7116" O.S.B. SKINS WITH ' 1/4" E.P.S. CORE OVERALL THICKNESS 1/4" � O O � O OJ U1 F ww v1 @ 6 1� Ca 0 2 a � W Mz M H a U ® ❑ .- 0 N� o 0 � O W H O 0., DRAWN: ROD CHECKED DATE: 7/13/09 SCALE: 3/16 " =1' -0" SHEET NO. OF 4 a i/] a 0 �Q 41 ik N m C 41 � O O � O OJ U1 F ww v1 @ 6 1� Ca 0 2 a � W Mz M H a U ® ❑ .- 0 N� o 0 � O W H O 0., DRAWN: ROD CHECKED DATE: 7/13/09 SCALE: 3/16 " =1' -0" SHEET NO. OF 4 o+ ui &oC m 33' -ir 4' 4' 4' 4' 4' 4' 4' 4' �wo :wllamllmmm 33' -11" 4' 4' 4' 4' 4' 4' 4' 4' CHECKED DATE: i z O 1/4" =1' -0" SHEET NO. of 4 V,'•_ r L- -- -- -- - -- -j 4' 4' 4' 4' 4' 3'-4" 4' 4' 4' �wo :wllamllmmm 33' -11" [V a- :i- .--nom M C 9� N U_ W �o a- 0 ce U) A °7.25'A A 514" 4' 4' 4' 4' 4' 4' 4' 4' CHECKED DATE: i z O 1/4" =1' -0" SHEET NO. of 4 V,'•_ r L- -- -- -- - -- -j [V a- :i- .--nom M C 9� N U_ W �o a- 0 ce U) A °7.25'A A 514" 'R00 F/1 "U, A 7.25 A SLOPE W CHECKED DATE: i z O 1/4" =1' -0" SHEET NO. of 4 V,'•_ 4' 4' 4' 4' 4' 3'-4" 4' 4' 4' 4' 4' 4' 4' a El Li " z L 4' 4' 4' �4 . 4�e 4' 4' 4' 4' 4' 3' -4" A 'R00 F/1 "U, A 7.25 A SLOPE ROOF T" A 7.25 A SLOPE 3/16:12 \ei ?eveC epo�p �tt� s got `zwl�e1I Loft Floor — 156.67' Second Floor — 150' ch Flrat Floor — 136.75' �m o. D SECTION D -D PZ SCALE: 3116 " =1' -0" PERMIT # R"D 0 4 - 0 TYPICAL ROOF PANEL 7/16" 0.5.B. SKINS WITH 7 1/4" E.P.S. CORE OVERALL THICKNESS 8 114" PREMIER BUILDING SYSTEMS 4609 70th Ave East Fife, Washingtion 98424 (800) 275 -7086 Fax - 253 - 926-3992 W CHECKED DATE: i z O 1/4" =1' -0" SHEET NO. of 4 V,'•_ 4' 4' 4' 4' 4' 3'-4" 4' 4' 4' 4' 4' 4' 4' a El Li " z L 0 ROOF T" A 7.25 A SLOPE 3/16:12 \ei ?eveC epo�p �tt� s got `zwl�e1I Loft Floor — 156.67' Second Floor — 150' ch Flrat Floor — 136.75' �m o. D SECTION D -D PZ SCALE: 3116 " =1' -0" PERMIT # R"D 0 4 - 0 TYPICAL ROOF PANEL 7/16" 0.5.B. SKINS WITH 7 1/4" E.P.S. CORE OVERALL THICKNESS 8 114" PREMIER BUILDING SYSTEMS 4609 70th Ave East Fife, Washingtion 98424 (800) 275 -7086 Fax - 253 - 926-3992 �O OV �l W A A W CHECKED DATE: y z O 1/4" =1' -0" SHEET NO. of 4 A ) aoE- r7� a El Li " z L 0 A �O OV �l W A A W N� �n N� E- 0 � a z '�1 H w vti 0 a DRAWN: ROD CHECKED DATE: y z O 1/4" =1' -0" SHEET NO. of 4 ) aoE- U El Li " L W N� �n N� E- 0 � a z '�1 H w vti 0 a DRAWN: ROD CHECKED DATE: 7/13/04 SCALE: 1/4" =1' -0" SHEET NO. of 4 [V r-1 N rl M� O - ,'21 PRS Flflpl{, WALL, 00. ROOF PNiEL 'A , TYPIW -EACH SIDE RECOMMENDED 11F E] mNON WP PBS-011 WALL PANEL CORNER CONNECTION PREMIER BUILDING SYSTEMS ROD m DATE: .0,401,10111 SCALE: 1/4 " =1'-0" L:4t .. - ,I� III �� • <; • <, I s_$ISAtIwi� �tl�i•�'It7 e a - yy <YQ� -4 WNWOCUNO � 1I 1� 3 j� r7g, 0 PBS-011 WALL PANEL CORNER CONNECTION PREMIER BUILDING SYSTEMS PBS -110 PLATFORM FRAMING PREMIER BUILDING SYSTEMS ji PRS WALLPAN"- PRFT09f5OtEW$ PER RIGM®1- a [aml sW•ruc lart. uxa ROD m DATE: .0,401,10111 SCALE: 1/4 " =1'-0" L:4t .. - ,I� III PBS -110 PLATFORM FRAMING PREMIER BUILDING SYSTEMS ji PRS WALLPAN"- PRFT09f5OtEW$ PER RIGM®1- a [aml sW•ruc lart. uxa ROD m DATE: .0,401,10111 SCALE: 1/4 " =1'-0" SHEET NO. 3 OF ,I� III �� • <; • <, I s_$ISAtIwi� �tl�i•�'It7 e a - - - WNWOCUNO � 1I U) a r7g, 0 PBS -110 PLATFORM FRAMING PREMIER BUILDING SYSTEMS ji PRS WALLPAN"- PRFT09f5OtEW$ PER RIGM®1- a [aml sW•ruc lart. uxa PBS -105 STRAP HOLDDOWN CONNECTION PBS-3-16h ROOF LEDGER PREMIER BUILDING SYSTEMS PREMIER BUILDING SYSTEMS I/L/,— _ , i. o I I 3'-�2 Al— II� ,,. -�-- A i '11 X01\11 31n 3' -2" po � v -14� A 5.50 A A SI SD A I - - -�� 1 0 -A tr i� ni'oo� - I 4 ° Ot e v A•5.50•A -A1�`� FASTENSPl W RONARS@6OG SEPTAPEONWAIU4 OFPANa OR EQUWAIEIR UN.O IREQLffRWfORROOFPANWMD RECOMMEND® FOR WALL Pm" PBS 005 PREMIER SPLINE CONNECTION _ PREMIER BUILDING SYSTEMS EEO NABS @ w o c PBS ROOK: WAIL, OR ROOF P� RECda"el0 w FXPmN GAP FASTEN SPUNf5 WfiH / / � ZiKQ;NIEO wk- OOC ANp WALLS) OREQU EACN SIDE U N O. UNO. PBS 007 DOUBLE 2x LUMBER CONNECTION PREMIER BUILDING SYSTEMS 1p -1. 8' 8' L 9 4' I 5 (i � � A•5.5D•A PERMIT # UDO 4 - 0 J 1 n. 0 4 4' -'ill l T TYPICAL WALL PANEL 7/16" O.S.B. SKINS WITH 5 1/2" E.P.S. CORE (OVERALL THICKNESS 61/211) PREMIER BUILDING SYSTEMS 4609 70th Ave East Fife, Washingtion 98424 (800) 275 -7086 Fax - 253 -926 -3992 ROD m DATE: .0,401,10111 SCALE: 1/4 " =1'-0" SHEET NO. 3 OF ,I� III �� • <; • <, I s_$ISAtIwi� �tl�i•�'It7 e a U) a r7g, 0 PBS -105 STRAP HOLDDOWN CONNECTION PBS-3-16h ROOF LEDGER PREMIER BUILDING SYSTEMS PREMIER BUILDING SYSTEMS I/L/,— _ , i. o I I 3'-�2 Al— II� ,,. -�-- A i '11 X01\11 31n 3' -2" po � v -14� A 5.50 A A SI SD A I - - -�� 1 0 -A tr i� ni'oo� - I 4 ° Ot e v A•5.50•A -A1�`� FASTENSPl W RONARS@6OG SEPTAPEONWAIU4 OFPANa OR EQUWAIEIR UN.O IREQLffRWfORROOFPANWMD RECOMMEND® FOR WALL Pm" PBS 005 PREMIER SPLINE CONNECTION _ PREMIER BUILDING SYSTEMS EEO NABS @ w o c PBS ROOK: WAIL, OR ROOF P� RECda"el0 w FXPmN GAP FASTEN SPUNf5 WfiH / / � ZiKQ;NIEO wk- OOC ANp WALLS) OREQU EACN SIDE U N O. UNO. PBS 007 DOUBLE 2x LUMBER CONNECTION PREMIER BUILDING SYSTEMS 1p -1. 8' 8' L 9 4' I 5 (i � � A•5.5D•A PERMIT # UDO 4 - 0 J 1 n. 0 4 4' -'ill l T TYPICAL WALL PANEL 7/16" O.S.B. SKINS WITH 5 1/2" E.P.S. CORE (OVERALL THICKNESS 61/211) PREMIER BUILDING SYSTEMS 4609 70th Ave East Fife, Washingtion 98424 (800) 275 -7086 Fax - 253 -926 -3992 �Q o {° 3 r w ?" all W ?� A � aO a U)0z °06 �:. N9 1 O O 0 �° z E U TL w Vti 0 DRAWN: ROD cHEcm DATE: 7/13/04 SCALE: 1/4 " =1'-0" SHEET NO. 3 OF a U) a z 0 u� a 5 �Q o {° 3 r w ?" all W ?� A � aO a U)0z °06 �:. N9 1 O O 0 �° z E U TL w Vti 0 DRAWN: ROD cHEcm DATE: 7/13/04 SCALE: 1/4 " =1'-0" SHEET NO. 3 OF ` \ti1� A YB i • I I - I ~° k1 — I I N I � 4'-•5116 4'-1 A�J 5'12 ® A5.50A " T-1�" 4 4' 1 1 " " " 7" I 4-9 a a 5 -� 4 -16? 4 -10� 0 ki I t I " BO ® A•3.50•A TYPICAL WALL PANEL 7116" O.S.B. SKINS WITH 3 1/2" E.P.S. CORE OVERALL THICKNESS 4 1/2" 8' 9" " 4'421" T -10-" T -10-" 4' 121" 4'421" T -11AY T -10211" 4' -121" _ r I F•- _ _ _ N __ -_ - -- - -- - r 77 � W N W W I I I � I LJ JI-ii i i 0 eA•5.50•A z I CHECKED 6 BO 24' 3116 " =11-0" 33' -11" ® A•3.50•A TYPICAL WALL PANEL 7116" O.S.B. SKINS WITH 3 1/2" E.P.S. CORE OVERALL THICKNESS 4 1/2" 8' 9" " 4'421" T -10-" T -10-" 4' 121" 4'421" T -11AY T -10211" 4' -121" _ r I F•- _ _ _ N __ -_ - -- - -- - r 77 � W N W W I I I � I LJ JI-ii i i 0 eA•5.50•A ® IA•3.50•A TYPICAL WALL PANEL 7/16" O.S.B. SKINS WITH 3 1/2" E.P.S. CORE OVERALL THICKNESS 41/211) ) i �I i� iI l u �J �J I u PERMIT # aLD 0 4 - 0 a 1. q ivy /ice di, U TYPICAL WALL PANEL 7/16" O.S.B. SKINS WITH 5 1/2" E.P.S. CORE OVERALL THICKNESS 6 1/2" PREMIER BUILDING SYSTEMS 4609 70th Ave East Fife, Washingtion 98424 (800) 275 -7086 Fax - 253 - 926 -3992 �A a � m _ E- aO 04 U El a , O N� z 0 o E- 0 F-1 z_ o w 0 a a, DRAi1N: z I CHECKED I BO SCALE: 3116 " =11-0" SHEET ND. OF 24' 33' -11" ® IA•3.50•A TYPICAL WALL PANEL 7/16" O.S.B. SKINS WITH 3 1/2" E.P.S. CORE OVERALL THICKNESS 41/211) ) i �I i� iI l u �J �J I u PERMIT # aLD 0 4 - 0 a 1. q ivy /ice di, U TYPICAL WALL PANEL 7/16" O.S.B. SKINS WITH 5 1/2" E.P.S. CORE OVERALL THICKNESS 6 1/2" PREMIER BUILDING SYSTEMS 4609 70th Ave East Fife, Washingtion 98424 (800) 275 -7086 Fax - 253 - 926 -3992 �A a � m _ E- aO 04 U El a , O N� z 0 o E- 0 F-1 z_ o w 0 a a, DRAi1N: ROD CHECKED DATE: 7/13104 SCALE: 3116 " =11-0" SHEET ND. OF p E C E P W E JUL 19 2004 CITY OF FORT TOYMSEND BCD CODE: UNIFORM B LIVE LOADS: ROOF ........................ FLOOR ...................... WIND......................... SEISMIC .................. UILDING CODE, 1997 EDITION 25 PSF 40 PSF RES, 100 PSF RETAIL BOMPH, EXPOSURE B ZONE 3 FOUNDATIONS Soil bearing value = 2500 psf. Minimum depth of footings V -6" below finish grade. Slabs and footings shall bear on undisturbed soil. Contractor shall provide positive permanent drainage away from building perimeter. CONCRETE: f'c=2000 psi, 5 sack mix. No special inspection required. REINFORCING STEEL: A.S.T.M. A 615 Grade 40; fy= 40,000 psi. Lap bars 30 diameters at splices. LUMBER AND TIMBER: 2x members ..... ............................... H.F. #2 (Fb = 1150 psi rep.) 2x studs ............. _............................ H.F. stud grade or better. 4x members ..... ............................... D.F. #2 (Fb = 1250 psi) 6x members ..... ............................... D.F. #1 (Fb = 1300 psi) Lumber not noted to be ................ D.F. #2 All grades shall conform to WWPA grading rules for Western lumber. latest edition. All bolt heads and nuts bearing on wood shall have heavy cut washers. All wood in contact with concrete shall be pressure preservative treated or isolated from contact with a proved vapor barriers. Framing nailing in accordance with U.B.C. -�v- -q F- - Wl - PLYWOOD SHEATHING: WALL AND ROOF: 1/2" CD 32/16 (interior with exterior glue). Install with 1/8" gap at all edges. Nail all plywood sheet edges with Bid @ 6" O.C. and at 12" at intermediate supports. Provide ply -clips at all unsupported edges between joists at roof. FLOOR: 3/4" (nominal) APA rated ACX T &G STURD -I -FLOOR 48/24, exposure 1. Install with 1/8" spacing at all edges. Block all unsupported joints. Glue all supporting members and nail at all panel edges with 8d @ 6" O.C. and @ 12" O.C. at intermediate supports. STRESS SKIN PANELS: WALL AND ROOF: 7/16" O.S.B. laminated to each side of EPS foam plastic core, 6 1/2" and 8 112" thick to match dimensional lumber plates, studs, and joists. Panels manufactured by Premier Industries, Inc. MISCELLANEOUS STEEL: A.S.T.M. A 36 fs =24000 psi. Welding by certified welders using A.W.S. A5.1 or A5.5, E70XX electrodes. Design stress through weld throat area = 10500 psi. No special inspection required. BOLTS: A.S.T.M. A307. DRILLED ANCHORS: Molly "Parabolt" or approved substitute. Embed bolts 4" minimum into concrete. STRUCTURAL NOTES 1 3 4 �d f',11 T NOTICE: plans ere °pproved excepting any errors or omissions. All wale must pass inspection in conformance with all applicable codes and regulations. 1 rte, I(aYi(?_ D.S. `nFt i�4��r I q" Imo. p t i ri, -me�� 1`I _ N I; W GRID LINES Q j e✓ � �F-- ><_.Ils} "1T DOOR SYMBOL � �ra�0j /14; Ct _ o =_ 1�9,v7 HARDWARE TYPE 1 - t' - - -- DOOR TYPE Lli 11�a- }I <�itL. vIU�1NG,7 a 6j WINDOW TYPE !� �, - _� -- ((; I_ �� _ �-E ; 1 � ! I � •• - I _ , I I I 1 REVISION I TITLE ISS DATE REV DATE CONTROL POINT A -1 Site,vicinity plans+jurisdictional information 23 FEB 04 - r+JUNQP- A -2 Foundation, 1stfloorframing plans +details -23FEB -04 - ��41 j�� I� IZ iv 2 Iz SECTION I.D. SHEET WHERE DRAWN I A -3 1st floor, 2nd floor framing plans +details BUILDING SECTION �'rb'r��tJCT DCzeitJ _� 190,O�j C_ _ _ - - F _ T 4-4 2nd floor, loft framing plans +details 23-FE13�4. _- -u - - -- IIz� - - - --- - - - :A:� l SECTION I.D. A -5 Loft, roof plans +details 23��B__04- �?17!� 1? - -N W Cate 5 W - - - -- - - - �f -SHEET WHERE DRAWN v71� TT7 g •, - t� r u, 5 M; T I I WALL SECTION A -6 Exterior elevations -23 -FE ro_ 7r�JUgl p5 �l 7i1 I`1 jTQP,1 i _ u J �o - A -7 Building sections -23_FEB_ _3)15l $ NORTH ARROW A -8 Wall sections + details _23 FEB 04=7 "�ui��j = �y, 7, ` ICJ _ _ __ `�Y=/ I �Y s✓ l� / > 23 FEB 04�V, DETAIL I.D. A -9 Wall sections + details -1C W a �---- SHEET WHERE DRAWN _ _ d 0 DETAIL A -10 Wall sections + details 23��B -04- PROJECT 10601 Izi4, - - - -- - - - - -- -- - -- - .. - �777P CTi, �i-�1 -t��u - -- Zbfii�c>'j- - ... i ROOM NUMBER C -1 SITE PLAN + DETAILS 23 FEB 04 -MA, • ROOM NAME 1Z�t✓ pA r srlr -�' SHEET WHERE DRAWN C -2 Survey 29 SEP 03 INDICATES ELEV DRAWN ROOM I.D. D -1 Demolition planX+details 2 FEB 04 A 1 _ NolzTl -} L -1 Landscape Plan +details 23 FEB 04 I SITE PLAN Q DWG. SYMBOLS DWG. LIST PAGE O� - -�1 OCCUPANCY: R -1 Apartments Mercantile CONSTR TYPE: V- N 1. JURISDICTION: City of Port Townsend ALLOW AREA: R -1, V -N = 6000 SF, PROPOSED = 2442 SF 2. TAX PARCEL: 975 300 003 M , V -N = 8000 SF, PROPOSED = 2226 SF - 3. OWNER: Helen Gunn 1. Floor area: Main Floor NSF - ?- FIRE SPRINKLERS: NOT REQUIRED 631 Calhoun Street Upper Floor Port Townsend, WA 98368 Lofts t TOTAL OCC LOAD: R -1 = 2442/200 = 12 OCC 360 385 3226 Total M = 2226/30 = 74 OCC 4. SITE ADDRESS: 1044 Lawrence Street - 2. Total window area: 752 SF / 84" SF = PARKING READ: Existing historic building exempt, one new van accessible Port Townsend, WA 98368 < space. 3. Compliance Path: Prescriptive 5. LEGAL DES: Lot 3, less the easterly 15 feet, + lot 4 of Nolton's First Edition LANDSCAPING: Two foot strip at north property line + wall capped with trellis. to Port Townsend, Washington. Situated in Section 2, Z 4. Insulation: Walls: R -23, Roof: R -30, Floor: R -19 Several pocket plantings adjacent to the buildings. Township 30North, Range 1 West, Willamett Meridian. " Z 5. Windows: U =.46 DESIGN COMPLIANCE: Design complies with 1997 Edition of: U.B.C., U.M.C., 6. ZONING: C -3, Historic Commercial = U � F 6. 7. Exterior doors: U =.40 Sealant at all exterior construction joints. U.F.C., U.P.C., WA State Energy Ventilation Code, WAC 51.40 WA Code, 1998 WA State State Barrier Free Facilities 7. AREA OF SITE: 4,400 SO FT (.10 acre) E < < i • o - d ^ • > B. Air - infiltration barrier at all exterior walls. and Design, 1993 Water Conservation Standards. 8. MAXIMUM BUILDING COVERAGE: 100 %, (4,400 SO FT) 9. Vapor barrier on interior face of exterior walls. DEFERRED ITEMS: 1 ACTUAL BUILDING COVERAGE: 86 %, (3,775 SO FT) 1. Mechanical, electric I system will be bidder desi - - 9ned�1��1tc4�vsr.�cia:�, - 9. BUILDING SETBACKS:_ - - - ! = 'tt�t1z�7_ =La =�5 - - - -- �� `YS °t= - a- �#'I�FZ G �✓ 1 ,�_ ov:a4y,k_ � -3_I VVtii /� _ cr` /�1$�;"i ±= _a�v3.Z.� - - -- A. STREET FRONT: D FT~'TgdL?V - 2. Submittal documents for the deferred Items shall be submitted to the architect of B. INTERIOR LOT LINES: 0 FT, except adjacent to R -2 then 10 FT record for review to ensure conformance with the design of the building. The C. REAR: 0 FT, except adjacent to R -2 then 10 FT STATE VENTILATION CODE NOTES: documents shall then be forewarded to the building official with approval noted. 10. SURFACE PARKING REQUIRED: 0 SPACES IA S N b O b 1. Mechanical spot exhaust ventilation required: Kitchens: (range hood) 100 cfm min. @.25" water gauge 3. The deferred submittal items shall not be installed until the the submittal documents have been approved by the building official. Allow necessary review time of any 11. MAXIMUM BUILDING HEIGHT: 50 feet from finish grade to 1/2 the distance 9 Bathrooms: 50 ofm min. @ .25" water gauge deferred submittals when scheduling the construction of the project. between the highest eave and ridge. 2. Washer /dryer closets: 50 cfm min. @ .25" water gauge Provide whole house ventilation fan and makeup air duct with a damper that - - - - 12 . SCOPE OF WORK: Add new ground floor retail spaces and three upper floor to historic Gallus Rutz building in Port rMY1 W (� regulates air flow to .35 80 cfm bedroom. This s .50 air changes per hour. Fan capacity as follows fan shall run continuously or be controlled by auto timer DESIGN CRITERIA apartments existing site with uptown Townsend. per 3. or humidistat with manual override. Max sound rating 1.5 zones__ - _ _ _ __t �= Doors separating exhaust from fresh air source shall be undercut to allow for air i, CRY W - - --- 4. circulation. All structural softwood plywood, particle- board, wafer -board and oriented strand "exposure "exterior" E F RECORD: ARCHITECT OF RECORD: Q board shall be stamped I" or and be free from formaldehyde. JAMES RO A.I.A. Q 5. Wood burning fireplaces shall be equipped with tight fitting glass doors and shall be provided with a 6 square inch outside combustion air source. 1940 49th Street REVIEWED FOR CODE (n 6. All exterior terminating exhaust ducts shall be provided with a back -draft damper. Port Townsend, WA 98388 Port 3 o 5233 COMPLIANCE J W Q 7. Outside air intake ducts extending through conditioned space and exhaust ducts > / 1 8. extending through unheated spaces shall be insulated to R -4. Outside air intake terminations shall not be located closer that 10 feet from an STRUCTURAL ENGINEER OF RECORD: ALPINE ENGINEERS DATE / ' I �-/ Z appliance vent outlet or plumbing vent unless vent is at least 3 feet higher than inlet. 615 Front Avenue PE # N W Coeur ID 83814 208 667 7 2662 2662 i // BY Z ,/� W GEOTECHNICAL ENGINEER: GEOTECH Consultants, Inc. Marc Marc McGinnis - _J 1- 13256 North East 20th Street, suite 16 ~ - - -- - - - - - -- -" Bellevue, WA 98005 425 747 5618 Contact the Building Department �. U - at 379 3208 prior to making changes W - -- - -_- - -- to the approved plans .J O O ^r CgUiginng ENERGY +VENTIALATION CODE NOTES _ PROJECT TEAM JURISDICTIONAL INFORMATION (D r- a Cr 1 3 4 �d f',11 T NOTICE: plans ere °pproved excepting any errors or omissions. All wale must pass inspection in conformance with all applicable codes and regulations. 1 rte, I(aYi(?_ D.S. `nFt i�4��r I q" Imo. p t i ri, -me�� 1`I _ N I; W GRID LINES Q j e✓ � �F-- ><_.Ils} "1T DOOR SYMBOL � �ra�0j /14; Ct _ o =_ 1�9,v7 HARDWARE TYPE 1 - t' - - -- DOOR TYPE Lli 11�a- }I <�itL. vIU�1NG,7 a 6j WINDOW TYPE !� �, - _� -- ((; I_ �� _ �-E ; 1 � ! I � •• - I _ , I I I 1 REVISION I TITLE ISS DATE REV DATE CONTROL POINT A -1 Site,vicinity plans+jurisdictional information 23 FEB 04 - r+JUNQP- A -2 Foundation, 1stfloorframing plans +details -23FEB -04 - ��41 j�� I� IZ iv 2 Iz SECTION I.D. SHEET WHERE DRAWN I A -3 1st floor, 2nd floor framing plans +details BUILDING SECTION �'rb'r��tJCT DCzeitJ _� 190,O�j C_ _ _ - - F _ T 4-4 2nd floor, loft framing plans +details 23-FE13�4. _- -u - - -- IIz� - - - --- - - - :A:� l SECTION I.D. A -5 Loft, roof plans +details 23��B__04- �?17!� 1? - -N W Cate 5 W - - - -- - - - �f -SHEET WHERE DRAWN v71� TT7 g •, - t� r u, 5 M; T I I WALL SECTION A -6 Exterior elevations -23 -FE ro_ 7r�JUgl p5 �l 7i1 I`1 jTQP,1 i _ u J �o - A -7 Building sections -23_FEB_ _3)15l $ NORTH ARROW A -8 Wall sections + details _23 FEB 04=7 "�ui��j = �y, 7, ` ICJ _ _ __ `�Y=/ I �Y s✓ l� / > 23 FEB 04�V, DETAIL I.D. A -9 Wall sections + details -1C W a �---- SHEET WHERE DRAWN _ _ d 0 DETAIL A -10 Wall sections + details 23��B -04- PROJECT 10601 Izi4, - - - -- - - - - -- -- - -- - .. - �777P CTi, �i-�1 -t��u - -- Zbfii�c>'j- - ... i ROOM NUMBER C -1 SITE PLAN + DETAILS 23 FEB 04 -MA, • ROOM NAME 1Z�t✓ pA r srlr -�' SHEET WHERE DRAWN C -2 Survey 29 SEP 03 INDICATES ELEV DRAWN ROOM I.D. D -1 Demolition planX+details 2 FEB 04 A 1 _ NolzTl -} L -1 Landscape Plan +details 23 FEB 04 I SITE PLAN Q DWG. SYMBOLS DWG. LIST PAGE O� - -�1 V IJ iZZ L RIMP MY.1I A-- T 4 MW /Z 17'-6" 17W M, FIC 12 1 It2 A8 Roof frm 2x1 2@24"o.c. W.Flate Cont. angle 1/4x3x3 Cont. angle 1/4x3x3 IN - ----- Open 80 det. 5 /A -10 31/8x131/ 2 24 F -V4 GIU-LAM beam clet. 5/A-10 T.O.Plate +158.67" < C Lott fl elev 0 Z z y. twu 1/2 IU-LAM am 31/8x21 24F-V4 GULAM beam A8 ASE6 AC6 ASE6 E U IL M D1:#' , Wxx v'/ LI 12E I !a ;t cc P 1 O. D, ed ei id 6x8 DF#2 HU68 F# I ist 1 112 dl wood —+150—.0U t2� Rigid frame handrail Second fl elev DbI 2X8 [typ) Ar landing F5 HU68 ___HS: 7 1 N W (typ) j ASE6 AC6 ASE6 AC6 CS- J 3 1/8X21 24F-V4 GIU-LAM beam n SW6 (SIP) I A S N V 0 R PLAN I I' STAR SECTION 3 1/8x13112 24F-V4 GIU-" beam ASE6 6 HU68 00 Dbi 2X8 [typ) KI 6. ASE6 2xl D C W xx Jo e I Ot US DF#2 HU68 K, 00 W < W 040 W$od I* I E2 ,, I IIII- I )I LU28190 eitd I I Cont. 1/4x3x3 SW6 (SIP) W 0 angle det. 51A-10 3 1 /8x13 1/2 24F-V4 GIU-LAM beam U SHEARWALL SCHEDULE Block all unsupported edges, 4 x studs at panel edges W LO SW4 3/8" CDX ply. 8d 9 411 pnI edges, 12" field SW6 3/8" CDX ply. 8d @ 611 pnI edges, 12" field SW4 (SIP) 6 1/2" SIP (Type L), 8d,@ 4" pnI edges, 16 d@4" bolt W plate to joists and ri, stagger 0 SW6 (SIP) 6 1/2" SIP (Type L), 8d @ 6" pni edges, 16 c1@4" bolt by t7i . z;_ 111�" plate to joists and rim, stagger --J _J 0-0 (D D- 114) 4)1---LOF7 LL ITI L post ITI t 0 B,-B" 90-A 711AI 3�4 9/16" 51/2', 7�5 3/4" 31/2'11 6-0` 5112" 1 18�10114" 5 1121i 1'61/2' 1 2�11 I/"- 51/2" 1115112" 6-8" 1 15112" 13�7 3/4" 17-9 3/4' 10'-Il 1X 3112-1 6-5114" 5112"1 i In 217 BATHROOM J- Of A-1 1 UNIT #2 — UNIT #1 Stz-CV41'-� T BEDROOM GREAT ROOM CLOSET 214 I CLOSET 2127 BATH 21 0 GREAT ROOM _71X FT-Z~ a 1, te 0,0 I A -11 if rz:, T--Fr I", 219 CLOSET 216 KITCHEN BEDRM 213 HALL KITCHEN :209 0 A-9 I I Al Outdoor t Air Inlet StaI - r3--� Rigid frame =WALL SECTION-- WALL -SECT li 0 Outdoor Air Inlet 2 T @9" 3 R @13" x. Stair#2 Z77 LL + W 46 D. F. 4x8DF#lpost pipe to D 41 #1 post N (SQ) z 5D G 46 D. F I post A 4 roof IN 71/ 46 D.F.#I ;cd 50 CF 2F< Z;Kpr q, 0 Note. 2 #1 post SID id frame G 1-1 U Lli �2 8 114" S.l.Ps H a cove Zb @ bay 50 CFM E.F DO Cf M E.F. H T.O.W. +3'6' E,F bi 0� IL V) FutT ceiling w/ 2x6 4" IIIAJ4, 0 50 CFM above G 61 U U) LL Lo ob(pv IIE- 220 zx6 D.FAI post door u ; --tT- Z; Wpp X-1- F. A 4 Inlet 19 48 D•F.#1 st D.F 1 post C, OIL 223 UTILITY ET 46 D.F.#1 post nL '-6 3 4" diam. F-11 pipe to e TP R e ena QN roof KITCHEN 5 M deck plan A-4 TIJ o ET IxB D.F. CI dic-Inn- V--plpeto 5 roof E.F. 41a�v 'A- 4 BAY FRAMIM-5 �H ff 1 post T.O.W. 0 divi 3\ restrooms HALL For A 4 Outdoor Air Inlet above —Sta1r#1 GUEST BEDROOM 46 D F.#1 post Soffit above (K)— ZK BATHROOM ZK\ ZK I K I/K\l :2�— I JK Outdoor Air Intel Q I L > qn- 1 L4I I T-3/ 114" i4q, 2�10518" 2�10518" 19'-515116' 37'- 24764" U 11 UNIT #3 �:x� sKTm*i-rz:io" FmAA PROJECT 106501 I 225 KITCHEN I I I GREAT ROOM ATTIC BATH 206 GUEST ROOM 2 ��AI - I A-9 Sim -- I I - Water heaters 52 gal elec. Provide drain pan piped to ext. Plumb press relief valve to ext. 6" frm grade. Provide (2) 24ga straps around 1.Grid lines outside face of concrete unless otherwise noted A*4 tank fasten to studs w/ (2) 1/4"x3" lag bolts 2.All window & door dimensions are rough opening -10 z L L SECOND FLOOR PLA N A -A DECK PLAN A 5 JAMB JAMB I '/z r 1 PAGE 1/6 IJ Scupper w/ downspout det 3/ A -10 Scupper w downspou det 3/ A -1( Scupper w/ downspout det 8a, Bb/ GL I ' ROOF -O -1 2 ridge member hang dbl joists (see dtl 4/A -10) able rufters w/ collar ties dtl 5/A -8 lyp) - d 1 I S U 21 IM NBR TYPE DOOR I SIZE FRAMEI HEAD JAMBI THR HDW. 1 M F W H TH M F D S D S D S GRP { 1104 EXIST WD PT 3-0" 6-6" 1 3/4 WD PT 3 A -5 3 A -5 3 A -5 - EXIST DOOR, NEW CASED OPENING 4 , Y 105A EXIST 3' -0" 6' -8" 1 3/ 3 A -5 3 A -5 3 A -5 - EXIST DOOR, NEW CASED OPENING 1056 C 2' -6" 6-8" 1 3/8 1 TELEPHONE CLOSET_ 105C C 2' -6" 6' -8" 1 3/8 2 A -5 2 A -5 - - HALL TO RET #1 imp 7 4w, 106A B 3' -0" 7' -0" 1 3/4 ENTRY -y 1066 H 2' -6" 6' -B" 1 3/8 2 A -5 2 A -5 - - PANTRY I 1107 4T5 2' -6" 6-8" 7 3/8 2 A -5 2 A -5 OFFICE 4 1108 6® N -0" 6-8" 1 31 2 A -5 2 A -5 - WOMEN'S REOTROOM = i y-0_2 03A -- �`7 ` 1109 C $ 2' -6" 6' -8" 1 3/ 2 A -5 2 A -5 1 JANITOR CLOSET =° - F ; - - -- - - o _ z r r-7i 110 4 5 3' -0" 6' -B" 1 3/8 2 A -5 2 A -5 MEN'S REOTROOM W U o : o llt- -- 111A A 3 8" 7' -0" 1 31 STORE ENTRY RET #1 FIXED ` 111 1 B A 3' -0" 7' -0" 1 3/4 STORE ENTRY RET #1 FIXED P P E R%�h•= =1 rr0 r 1 111 C A 3' -0" 7'-0" 1 31 STORE ENTRY RET #1C 1 1 1 D A 3' -0" 7' -0" 13/4 STORE ENTRY RET #1 FIXED ; 1 ME E A AtfW 7'_011 1 3/4 STORE ENTRY RET #1 FIXED ,r 1 1 1 F A 3' -0" 7'-0" 1 31 STORE ENTRY RET #1 FIXED I it 5 N V 7. O d 1 12A A 3'Z' 7' -0" 1 3/4 4 A -5 4 A -5 4 A -5 STORE ENTRY RET #2 I -( - "- 112B te7 3' -0" 61-8111 3/8 2 A -5 2 A -5 - RET #2, HALL 1 113A A 3' -0" 7' -0`1 3/4 4 A -5 4 A -5 4 A -5 STORE ENTRY RET #3 �G M 113B E 6-0" 7' -0" 1 3/4 STORE ENTRY RET #3 (PAIR DOORS) -* / 1 16 A 3' -0" T -0" 1 3/ APT #,1 ENTRY V OD - -- 208A B 2' 6" 6' -8" 1 3/ 2 A -5 2 A -5 - HALL (� - - Q Q 2088 B 2' -6" 6-8" 1 3/8 2 A -5 2 A -5 - - CLOSET 1 V , a 1 2110A B 2' -6" 6' -8" 1 3/8 2 A -5 2 A -5 - - BATH J ^ vw = W 210B D 4' -0' b'-8" 1 3/ CLOSET, BI -FOLD 210C B 2' -6" 6-8" 1 3/8 2 A -5 2 A -5 -1 - CLOSET z iii ; N T E R I O R T R I M -p r 1210D B 2' -6" 6' -B" 1 3/ BATH (POCKY DR) LAUNDRY, CLOSET V- W V/ �-; DOOR SCHEDULE (A)® (B) M (C)0 (D) �jP 4 1 P0;0 DA_'e- 1 �Ir�l- spa- I -bu��, O Q 0 LL _J p. o M 5� 158.67 1 UUII I, SCC SD TON. +3' -0 " 1 M °' -- . _ _I CI I room oelow Lll 5 /A -1 O sim 'V I tse 67 I I dryerl5 /A -1 O sim N O 1 Z Note' N N N N N N N N N -� - I.?sl- -IDDG✓' LL.. q 8 114° s.l.Ps csm osm 30' -7 t 4' csm \ aF =Z �L�ii __ _ -- - - - - -- - -- - - -- a @ projecting Collar tie above TYPE SIZE AREA QTY TOTAL U VAL TYPE LITES REMARKS ' bay - - , - -- - ; Z v .D ^ "), _ I' A 387//16 24 3/4 5.22 5 20.88 0.37 AWN 2 TRANSOM RET 1 5 , 2,3 � 1 B 2'fi 3/4'1 1 4 -714" 634" T -914" 2'-63/4" 4' -714" 63/4" 5 ��pp N � �7 - -�XY -I - 4 DOOR JAMB/SILL B 327/16 24 314" 6.52 4 13.04 0.37 PIC 2 TRANSOM RET 1(S,E,W) I I Open to Great M 302 STAIR - 75 5/16" 24 3/4" 10.27 2 PR 22.54 0.37 PIC/ 2 TRANSOM RET 3 N I cam = M Access h ch so T W 3 below M^ D D AWN O It a 1 - 0 4 I se 67 I O IO �° E E 48 3/4" 66 3/4" 23.31 4 PR 93.24 0.37 PIC 2 2 WIND, GANGED TOGETHER RET 2,3 (W) I I I I 306 LOFT 1 48 3/4" 24 3/4" 7.25 4 29.00 0.37 PIC 3 TRANSOM RET 2,3 (W) O G 48 3/4" 60 3/4" 20.29 1 PR 20.29 0.38 ' z 2 WIND. GANGED TOGETHER UNIT 1 (S) H H 60 3/4" 60 3/4" 22.02 3 PR 66.06 0.38 CSM 4 2 W GD. TG. UNITS 1,2,3 BR EGRESS )' 7 t /4" 4's° s /2 4-3/4' s ' 9' -9" 51/2' 4-311V s 1 es s trz° - - ) 24 3/4" 60 3/4" 11.78 4 47.12 0.37 D.H. - UNITS 2,3 BAY WINDOWS II 1 4s /e tas/s 1 45/e t 4e 1e Ifs - - - 7 - - J J 48 3/4" 60 3/4" 21.88 4 PR 43.76 0.37 D.H. 2 WIN. GD. TG. UNITS 2,3 BAY W, LOFT C h 05 LOFT 0 i0� P N 163 S. . -rH K 24 3/4" 60 3/4 17.15 6 66.90 0.37 D.H. = UNIT 3 (�N) PROJECT 10601 L 30 3/4" 48 3/4" 10.71 1 10.71 0.37 D.N. UNIT 1 BEDROOM 6' -t 4" T -9" 9' -9" T -9" 4' -10 1 t r\,, I 35'-t 3/4" z' -0^ , M 30 3/4" 60 3/4" 12.81 V,6 76.86 0.38 L CSC 4 CLERESTORIES @ UPPER GREAT ROOM 35' -0" 1 .Grid lines outside face of concrete unless otherwise noted 30 3/4" 48 3/4" 7.98 22 175.56 0.37 /F*PIC 4 LOFTS, CLEREST @UPPER GREAT ROOM e 1 3 2.AII window & door dimensions are rough opening I C 3o� /q ItO� %d" i zl�bl 1 (Z,$! �1 r�'1 1�!-!• _ UI -11'f 4z� dirt GI �R g A * 5 31 i «F� -. T -�f -N IT - s, �Nj___l_= �-F,_- _- -_ - -_ - I WINDOW SCHEDULE - - �r - -1 -- ' - SIERRA PACIFIC CLAD WOOD WINDOWS 'PAGE =F_-_T: LOFT FLOOR PLAN- �� - = -I�� -- �= �- �n►� =1 -I- 5 DOOR SILL �: I� =1 =0- D • • �� • 01111® ®1111 ■t ■t © ®� APT #3, ENTRY • �i 01111' ' ��1111E■ENNN= i :.. �� 1, ../ a -• �� _;_ ,: -: •, - _.. " , { \ ��w� -- = .. ' -. %, „ � - 01111 « ' ®�1111� ■ ■t ■ ■� CLOSET (BI-FOLD a � • 01111 « ' ®1111 ■�� ■t ■� CLOSET (81-FOLD 01111 ® ®�SIIII © ® © ®00� • 0111 ®ME1111 © ® © ®00� • O nil ��1111 ©� ©�00� • • 01111 ��1111 ©� ©�00� 01111® ®1111 © ® © ®00� 01111 ® ®�b1111 © ® © ®00� • �-; DOOR SCHEDULE (A)® (B) M (C)0 (D) �jP 4 1 P0;0 DA_'e- 1 �Ir�l- spa- I -bu��, O Q 0 LL _J p. o M 5� 158.67 1 UUII I, SCC SD TON. +3' -0 " 1 M °' -- . _ _I CI I room oelow Lll 5 /A -1 O sim 'V I tse 67 I I dryerl5 /A -1 O sim N O 1 Z Note' N N N N N N N N N -� - I.?sl- -IDDG✓' LL.. q 8 114° s.l.Ps csm osm 30' -7 t 4' csm \ aF =Z �L�ii __ _ -- - - - - -- - -- - - -- a @ projecting Collar tie above TYPE SIZE AREA QTY TOTAL U VAL TYPE LITES REMARKS ' bay - - , - -- - ; Z v .D ^ "), _ I' A 387//16 24 3/4 5.22 5 20.88 0.37 AWN 2 TRANSOM RET 1 5 , 2,3 � 1 B 2'fi 3/4'1 1 4 -714" 634" T -914" 2'-63/4" 4' -714" 63/4" 5 ��pp N � �7 - -�XY -I - 4 DOOR JAMB/SILL B 327/16 24 314" 6.52 4 13.04 0.37 PIC 2 TRANSOM RET 1(S,E,W) I I Open to Great M 302 STAIR - 75 5/16" 24 3/4" 10.27 2 PR 22.54 0.37 PIC/ 2 TRANSOM RET 3 N I cam = M Access h ch so T W 3 below M^ D D AWN O It a 1 - 0 4 I se 67 I O IO �° E E 48 3/4" 66 3/4" 23.31 4 PR 93.24 0.37 PIC 2 2 WIND, GANGED TOGETHER RET 2,3 (W) I I I I 306 LOFT 1 48 3/4" 24 3/4" 7.25 4 29.00 0.37 PIC 3 TRANSOM RET 2,3 (W) O G 48 3/4" 60 3/4" 20.29 1 PR 20.29 0.38 ' z 2 WIND. GANGED TOGETHER UNIT 1 (S) H H 60 3/4" 60 3/4" 22.02 3 PR 66.06 0.38 CSM 4 2 W GD. TG. UNITS 1,2,3 BR EGRESS )' 7 t /4" 4's° s /2 4-3/4' s ' 9' -9" 51/2' 4-311V s 1 es s trz° - - ) 24 3/4" 60 3/4" 11.78 4 47.12 0.37 D.H. - UNITS 2,3 BAY WINDOWS II 1 4s /e tas/s 1 45/e t 4e 1e Ifs - - - 7 - - J J 48 3/4" 60 3/4" 21.88 4 PR 43.76 0.37 D.H. 2 WIN. GD. TG. UNITS 2,3 BAY W, LOFT C h 05 LOFT 0 i0� P N 163 S. . -rH K 24 3/4" 60 3/4 17.15 6 66.90 0.37 D.H. = UNIT 3 (�N) PROJECT 10601 L 30 3/4" 48 3/4" 10.71 1 10.71 0.37 D.N. UNIT 1 BEDROOM 6' -t 4" T -9" 9' -9" T -9" 4' -10 1 t r\,, I 35'-t 3/4" z' -0^ , M 30 3/4" 60 3/4" 12.81 V,6 76.86 0.38 L CSC 4 CLERESTORIES @ UPPER GREAT ROOM 35' -0" 1 .Grid lines outside face of concrete unless otherwise noted 30 3/4" 48 3/4" 7.98 22 175.56 0.37 /F*PIC 4 LOFTS, CLEREST @UPPER GREAT ROOM e 1 3 2.AII window & door dimensions are rough opening I C 3o� /q ItO� %d" i zl�bl 1 (Z,$! �1 r�'1 1�!-!• _ UI -11'f 4z� dirt GI �R g A * 5 31 i «F� -. T -�f -N IT - s, �Nj___l_= �-F,_- _- -_ - -_ - I WINDOW SCHEDULE - - �r - -1 -- ' - SIERRA PACIFIC CLAD WOOD WINDOWS 'PAGE =F_-_T: LOFT FLOOR PLAN- �� - = -I�� -- �= �- �n►� =1 -I- 5 DOOR SILL �: I� =1 =0- D • • 10 • 01111® ®1111 ■t ■t © ®� APT #3, ENTRY qq �-; DOOR SCHEDULE (A)® (B) M (C)0 (D) �jP 4 1 P0;0 DA_'e- 1 �Ir�l- spa- I -bu��, O Q 0 LL _J p. o M 5� 158.67 1 UUII I, SCC SD TON. +3' -0 " 1 M °' -- . _ _I CI I room oelow Lll 5 /A -1 O sim 'V I tse 67 I I dryerl5 /A -1 O sim N O 1 Z Note' N N N N N N N N N -� - I.?sl- -IDDG✓' LL.. q 8 114° s.l.Ps csm osm 30' -7 t 4' csm \ aF =Z �L�ii __ _ -- - - - - -- - -- - - -- a @ projecting Collar tie above TYPE SIZE AREA QTY TOTAL U VAL TYPE LITES REMARKS ' bay - - , - -- - ; Z v .D ^ "), _ I' A 387//16 24 3/4 5.22 5 20.88 0.37 AWN 2 TRANSOM RET 1 5 , 2,3 � 1 B 2'fi 3/4'1 1 4 -714" 634" T -914" 2'-63/4" 4' -714" 63/4" 5 ��pp N � �7 - -�XY -I - 4 DOOR JAMB/SILL B 327/16 24 314" 6.52 4 13.04 0.37 PIC 2 TRANSOM RET 1(S,E,W) I I Open to Great M 302 STAIR - 75 5/16" 24 3/4" 10.27 2 PR 22.54 0.37 PIC/ 2 TRANSOM RET 3 N I cam = M Access h ch so T W 3 below M^ D D AWN O It a 1 - 0 4 I se 67 I O IO �° E E 48 3/4" 66 3/4" 23.31 4 PR 93.24 0.37 PIC 2 2 WIND, GANGED TOGETHER RET 2,3 (W) I I I I 306 LOFT 1 48 3/4" 24 3/4" 7.25 4 29.00 0.37 PIC 3 TRANSOM RET 2,3 (W) O G 48 3/4" 60 3/4" 20.29 1 PR 20.29 0.38 ' z 2 WIND. GANGED TOGETHER UNIT 1 (S) H H 60 3/4" 60 3/4" 22.02 3 PR 66.06 0.38 CSM 4 2 W GD. TG. UNITS 1,2,3 BR EGRESS )' 7 t /4" 4's° s /2 4-3/4' s ' 9' -9" 51/2' 4-311V s 1 es s trz° - - ) 24 3/4" 60 3/4" 11.78 4 47.12 0.37 D.H. - UNITS 2,3 BAY WINDOWS II 1 4s /e tas/s 1 45/e t 4e 1e Ifs - - - 7 - - J J 48 3/4" 60 3/4" 21.88 4 PR 43.76 0.37 D.H. 2 WIN. GD. TG. UNITS 2,3 BAY W, LOFT C h 05 LOFT 0 i0� P N 163 S. . -rH K 24 3/4" 60 3/4 17.15 6 66.90 0.37 D.H. = UNIT 3 (�N) PROJECT 10601 L 30 3/4" 48 3/4" 10.71 1 10.71 0.37 D.N. UNIT 1 BEDROOM 6' -t 4" T -9" 9' -9" T -9" 4' -10 1 t r\,, I 35'-t 3/4" z' -0^ , M 30 3/4" 60 3/4" 12.81 V,6 76.86 0.38 L CSC 4 CLERESTORIES @ UPPER GREAT ROOM 35' -0" 1 .Grid lines outside face of concrete unless otherwise noted 30 3/4" 48 3/4" 7.98 22 175.56 0.37 /F*PIC 4 LOFTS, CLEREST @UPPER GREAT ROOM e 1 3 2.AII window & door dimensions are rough opening I C 3o� /q ItO� %d" i zl�bl 1 (Z,$! �1 r�'1 1�!-!• _ UI -11'f 4z� dirt GI �R g A * 5 31 i «F� -. T -�f -N IT - s, �Nj___l_= �-F,_- _- -_ - -_ - I WINDOW SCHEDULE - - �r - -1 -- ' - SIERRA PACIFIC CLAD WOOD WINDOWS 'PAGE =F_-_T: LOFT FLOOR PLAN- �� - = -I�� -- �= �- �n►� =1 -I- 5 DOOR SILL �: I� =1 =0- 2 6 See enlarged elevation 0 12 12 12 12 12 �8b Sim (w.o downspout) wood framed construction draft dampers 12 19 Exhaust w/ back Hardiplank siding (typ) Existing historic building w/ Sheet metal 0 z I -_ _,�X . U X 3: scupper (typ) Gutter i W l 0 $ 7 1- +158.671 -------- ------ t Loft fl elev +15867' Loff If eiev, q E 'a Outdoor Air Inlet ID lam, downspout 8114" S.I.P Ityp) A Existing frame shop wl CMU consftuction T T ---------- luff out buy flush wl 1114 S.I.P.- +150.00' Bays from .50 N, Second It elev Existing Frame shop ---- 7 Second fl 91LV 1 " plyl FT 9 114" wide Serv, e court screen N S N V 0 d X � �❑ Pair of door _N 13 see @ back face of building 11 �39 7 I M1101111 -1F I Existing I] elev IT I First It 9 RETAIL UNIT #2,3 1139 OWO WILD COHO RESTAURANT T 113876 UPM W/1, First ii elev RETAIL UNIT #1 ------- ---------------------- - ---- ::X1s ing comer elev, 138.55 Existing comer elev 135,70 - - co Existing corner elev 40-09 Existing corner elev 139.07 _j Existing corner elev 140.09 Cast In place conc PAHD 42 (g? pnI joints CID Landscape bed at base of wall (typ) In bldg vill DBL 2x6 see landscape plan @ back face of building 0 NORTH-- SOUTH-' LLJ Q >UZ T LLI 12 _T12 U Existing historic building w/ --------------------- -------- 0 wood framed construction Exist ---------- i=_____ ------ Indicated windows T_ r. 1�1 L11 11; - -q! < D_ exhaust iWJ i beyond (Typ) Existing ladder r"- c? Gutter from In new building 0 kitchen (D 115867' 11 �58 6 ------ ---- ------ Loft It elev Loft III elev Exist kitchen exhaust vent Outdoor Air Inlet ------- ------ F_71 - ------ ------ ---- East n Reside this end of F-. I ti existing Rutz bid +15000' 71- 115000 Second III elev Second fi elev I. t� Awning to Existing electrical match existing -------- --- & telephone panels r6,7�\ on Rutz building ------ = refeed underground from new service + 9 jl I \T T ell WILD COHO RESTA 113876 JLJ ------- a-ft-eIev_Vl4LDcOHO-RESTAUR0 ------- +139001 U T +139.76' First fl elev RETAIL UNIT #2,3 URANT H LT FEAsting fi T11 T Se co iiokww�W malw11117111711111171 IVIIIII7111111711111111711111ZIANWME Crawl space vent 0 access VIi Oil Existing comer e:ev 138.5 �E sting �cOrn'3� elev �139 all 5--/ See enlarged elevation 4� U T - indicates tempered glass I z (D SECTION B-B (LOOKING SOUTI-illilill) WEST _J W W T_ T W 12r12 L2t 12 Awning to 2 Loll-- �o 1 7 I? L oft It elev A +158.67' L4t_ — ---------- - ----- - - — ------- - Loft fl elev i2 0 3 LLI 3 I? Exists -Frame-sho C� Ing p build T in r _g Awn mg matc g to h L IT existing --------- T'_ 7,77, Second it e ev IT +t50 00' Existing Frame shop I_ev Outdoor Air Inlet n 2� 12 S nd III elev [IQ L 3 % W 3 C (6 j PROJECT 10601 Ij 1�131 11,1976 ==___:FR9-fI-elev First I +139 00' Firstflelev RETAILUNIT#2,3 rst fl i Servroe core I — - - - - - - - - Vent 1'x21 -4 11 between Existing corner elev 135.70 ED— vert bars in IC,M.0 wall Existing corner elev 138.29 1 10 E-HE Serv, e screen court scr L see detail 3 A-2 Cast in place conlete A * 6 ti.rE1)4 05!i3 PAGE J =Lj SECTION C-C LOOKING NORTH) --- -------- 7 2x12 @ 24" o,c. (typ - ----- Second layer of 518" G.W.B. I I �7M Top Of Fidge zj Collar fi Color It 4 z < z Open HT ITI 115867 0 1- z I!! Loft fl elev Rigid frame 45S�41� Z! I? or -:0t Ah - I? 7,—FvJ, 7 U 0 (x > 771 -T9 t Second IT elev T7—T-T-T-777 ------------------- -- ----------------- ----------- -------- ------- ------ ---------- �T ------- E-11 Line of sL! pen ceiling (typ) 4' Stair beyond N S N V d 4" res base +138.751 9OU =13IFirst ft elev RETAIL UNIT #2,3 ....... 11 IN OIL;) 00 1111 T11 =-M 00 --------- — — 9r- San, ceiling Stair beyond i, iT CBS Q4 IIH 11,1111111H 13 /3 W SECTION-- A--A--(-LOOKING EAST) BAY FRAMINFRAMING 12 STOREFRONT OFF W LJ Hardipanel w/3/4 ply shim (typ) U) I X1 0 PIYITIM (typ) LIJ Golv flash w/ drip 24 go over 2X2 (typ) 117052 Top of ridge �: To of ride 0 V) 1x10 plytrim (typ) —i pi� Gcilv flash wl drip U 12 12 112 12 24 go over W ftyp) W 1t2 ----------- !�Ltl 2 Hard! -plank siding ttyp) 2x2 12 tl 2 1 1x4 phytilm (typ) 0 E-L 1"pwm 31/2 wide -- ------ --- ---- -- --- -- In Cf) 512 a- --------- - Gutter ° --- - -------- Gutter III Plyfrim +158,69' 8" Wide 115867 TopcfroofSIP I " plytrym 11 114 wde, 0 Top of roof SIP i -- plybim 1"plolm F 9 1/4 IF wide w/ 9 1/4" Wide (typ) ' brickmold - --- 1„ P"lm 9 top Nip) Hardt-plank siding (typ) 6 112" wide - ----- Wood window wl' Wood wndow w/ ------- Rigid frame insulated glass (typ) Insulated glass (typl T.S. xT, det 1 /A-8 !- 1x6 plytdm (Iyp) C9 -- plytrim C9 ---- 1/2" wide I p"m J-1x4p]ytrim I I T wid 1 IF pIVWm V1 9 1/4"Wde wl r (D W C? > W W Ld V) I e I (tip sill) I" PIWIM 1 112" wide Awning to T 'A Second floor Q v elev match existing C� +15DOU Secondflelev Secondfi --- -------- 1 " plytrim ------ i i 11 114" wide (typ) 7 -i- — ------- 1„ plyRim I IF plyfirlm 11 114" wide 11 1/4" wide, wl wl brickmold @ top IpTickmold @ top (typ) LU i I"plylflm 10 3/4" wide —1,u,, wide T S. 114' "x5" "t 3/4" ply rim 6 1/8" wde, I t Rigid frame =EL] A iL 14 M I" pwm 5 1/2" wide (typ) 4'F 1 Wood door w/ --N �;J` Insulated glass llyp) 1x6 pl ml- F;t- LIL 314" p[Vtnm �j "3141, plytrim 4 1/4" wide �r� 1"p I PL It 4" wde 9 114" wde� i pi"Im 0 C 0 Wood door w/ 8 3/4" wide 1xI over Hardipanal (typ) Wood door w/ z T insulated glass (tvp) LILI 1/2" plyhim 0 insulated glass (typ) 2 1/21' Ada over T I x6 plytilm First fl 11 Hardipanel (typ) 1 7 5i PROJECT 106501 +139.00' ev Hardiponel Iypj 113876 Firstflelev MMMF/" ME RETAIL UNT #2,3 wyo F" On OW2 :010 RETAIL UNIT #1 A•7 • 14 9 —77� 1 ENLARGED 'SOUTH ELEVATIONL 4 [ENLARGED-WEST ELEVATION 15 ENLARGED BAY ELEVATION PAGE OFI:1 LIZ i � CODE: UNIFORM BUILDING CODE, 1997 EDITION LIVE LOADS: ROOF ........................ 25 PSF FLOOR ...................... 40 PSF RES, 100 PSF RETAIL WIND ......................... 80MPH, EXPOSURE B SEISMIC .................. ZONE 3 FOUNDATIONS Soil bearing value = 2500 psf. Minimum depth of footings 1' -6" below finish grade. Slabs and footings shall bear on undisturbed soil. Contractor shall provide positive permanent drainage away from building perimeter. CONCRETE: f'c=2000 psi, 5 sack mix. No special inspection required. REINFORCING STEEL: A.S.T.M. A 615 Grade 40; fy= 40,000 psi. Lap bars 30 diameters at splices. LUMBER AND TIMBER: 2x members ..... ............................... H.F. #2 (Flo = 1150 psi rep.) 2x studs ............ ............................... H.F. stud grade or better. 4x members ..... ............................... D.F. #2 (Flo = 1250 psi) 6x members ..... ............................... D.F. #1 (Flo = 1300 psi) Lumber not noted to be ................ D.F. #2 All grades shall conform to WWPA grading rules for Western lumber. latest edition. All bolt heads and nuts bearing on wood shall have heavy cut washers. All wood in contact with concrete shall be pressure preservative treated or isolated from contact with approved vapor barriers. Framing nailing in accordance with U.B.C. >tt� -tzrl�lr�a1��c� =tom' -1 PLYWOOD SHEATHING: WALL AND ROOF: 1 /2" CD 32116 (interior with exterior glue). Install with 1/8" gap at all edges. Nail all plywood sheet edges with 8d @ 6" O.C. and at 12" at Intermediate supports. Provide ply -clips at all unsupported edges between joists at roof. FLOOR: 3/4" (nominal) APA rated ACX T &G STURD -I -FLOOR 48/24, exposure 1. Install with 1/8" spacing at all edges. Block all unsupported joints. Glue all supporting members and nail at all panel edges with 8d @ 6" O.C. and @ 12" O.C. at intermediate supports. STRESS SKIN PANELS: WALL AND ROOF: 7/16" O.S.B. laminated to each side of EPS foam plastic core, 6 1/2" and 8 1/2" thick to match dimensional lumber plates, studs, and joists. Panels manufactured by Premier Industries, Inc. MISCELLANEOUS STEEL: A.S.T.M. A 36 fs =24000 psi. Welding by certified welders using A.W.S. A5.1 or A5.5, E70XX electrodes. Design stress through weld throat area =10500 psi. No special inspection required. BOLTS: A.S.T.M. A307. d; ( %.- :.. „�- f,.(. /r � I'• {. . DRILLED ANCHORS: Molly "Parabolt" or approved substitute. Embed bolts 4" minimum into concrete. STRUCTURAL NOTES _ ,111 - - Inil all Moo Iti - t rc-W _ ar=i4�tY -Tpc:�_q -- ME i -SITE OCCUPANCY: R -1 Apartments M Mercantile CONSTR TYPE: V- N ALLOW AREA: R -1, V -N = 6000 SF, PROPOSED = 2442 SF M , V -N = 8000 SF, PROPOSED = 2226 SF 1. Floor area: Main Floor $SF - ;2z= FIRE SPRINKLERS: NOT REQUIRED Upper Floor Lofts TOTAL OCC LOAD: R -1 = 2442/200 = 12 OCC Total M = 2226/30 = 74 OCC 2. Total window area: 752 SF / SM SF = PARKING READ: Existing historic building exempt, one new van accessible = iO _ a.e.m_ space. 3. Compliance Path: Prescriptive LANDSCAPING: Two foot strip at north property line + wall capped with trellis. 4. Insulation: Walls: R -23, Roof: R -30, Floor: R -19 Several pocket plantings adjacent to the buildings. 5. Windows: U =.46 DESIGN COMPLIANCE: Design complies with 1997 Edition of: U.B.C., U.M.C., 6. Exterior doors: U =.40 U.F.C., U.P.C., WA State Energy Code, 1998 WA State 7. Sealant at all exterior construction joints. Ventilation Code, WAC 51.40 WA State Barrier Free Facilities B. Air - infiltration barrier at all exterior walls. and Design, 1993 Water Conservation Standards. 9. Vapor barrier on interior face of exterior walls. DEFERRED ITEMS: I P „� 1. Mechanical el ctricgI s stem will b�er �esigner -- ' V.�i�SGl�f - yRM1N� t�iPl Cs= 7U[73. Zr�J 2. Submittal documents for the deferred Items shall be submitted to the architect of record for review to ensure conformance with the design of the building. The STATE VENTILATION CODE NOTES: documents shall then be forewarded to the building official with approval noted. 1. Mechanical spot exhaust ventilation required: 3. The deferred submittal items shall not be installed until the the submittal documents Kitchens: (range hood) 100 cfm min. @ .25" water gauge have been approved by the building official. Allow necessary review time of any Bathrooms: 50 cfm min. @ .25" water gauge deferred submittals when scheduling the construction of the project. Washer /dryer closets: 50 cfm min. @ .25" water gauge 2. Provide whole house ventilation fan and makeup air duct with a damper that = - - -- -_ regulates air flow to .35 to .50 air changes per hour. Fan capacity as follows: DESIGN CRITERIA 80 cfm per bedroom. This fan shall run continuously or be controlled by auto timer or humidistat with manual override. Max sound rating 1.5 zones. - 3. Doors separating exhaust from fresh air source shall be undercut to allow for air Til&"k - - - -- -- - l -- - circulation. 4. All structural softwood plywood, particle- board, wafer -board and oriented strand - board shall be stamped "exposure I" or "exterior" and be free from formaldehyde. ARCHITECT OF RECORD: 5. Wood burning fireplaces shall be equipped with tight fitting glass doors and shall JAMES M. ROZANSKI A. I.A. be provided with a 6 square inch outside combustion air source. 1940 49th Street 6. All exterior terminating exhaust ducts shall be provided with a back -draft damper. Port Townsend, WA 98388 7. Outside air intake ducts extending through conditioned space and exhaust ducts 360 379 5233 extending through unheated spaces shall be insulated to R -4. - STRUCTURAL ENGINEER OF RECORD: B. Outside air intake terminations shall not be located closer that 10 feet from an ALPINE ENGINEERS appliance vent outlet or plumbing vent unless vent is at least 3 feet higher than inlet. 615 Front Avenue Coeur d'Alene, ID 83814 208 667 2662 GEOTECHNICAL ENGINEER: GEOTECH Consultants, Inc. Marc McGinnis 13256 North East 20th Street, suite 16 - - - - -- - - Bellevue, WA 98005 T - - - 425 747 5618 1. JURISDICTION: City of Port Townsend 2. TAX PARCEL: 975 300 003 3. OWNER: Helen Gunn 631 Calhoun Street Port Townsend, WA 98368 360 385 3226 4. SITE ADDRESS: 1044 Lawrence Street Port Townsend, WA 98368 5. LEGAL DES: Lot 3, less the easterly 15 feet, + lot 4 of Nolton's First Edition to Port Townsend, Washington. Situated in Section 2, Township 30North, Range 1 West, Willamett Meridian. 6. ZONING: C -3, Historic Commercial 7. AREA OF SITE: 4,400 SO FT (.10 acre) 8. MAXIMUM BUILDING COVERAGE: 100 %, (4,400 SO FT) ACTUAL BUILDING COVERAGE: 86 %, (3,775 SO FT) 9. BUILDING SETBACKS._- �.�717��,� - = =t A. STREET FRONT: 0-FT B. INTERIOR LOT LINES: 0 FT, except adjacent to R -2 then 10 FT C. REAR: 0 FT, except adjacent to R -2 then 10 FT 10. SURFACE PARKING REQUIRED: 0 SPACES 11. MAXIMUM BUILDING HEIGHT: 50 feet from finish grade to 1/2 the distance between the highest eave and ridge. 12. SCOPE OF WORK: Add new ground floor retail spaces and three upper floor apartments to existing site with historic Gallus Rutz building in uptown Port Townsend. < < i N Z � N < N � 0 a E W F w O ,I I A S S N N V O O d wY < < i N Z � N < N � 0 a E W F w O ,I -I r-- v ERGY +VENTIAL° AT- ION - COD E -NOTES - • PROJECT TEAM - - -- 00 Ir �Jl t%T. ,m r• n� asrin __---- ____ -- III__- _IIIIIII {I�� I o slll�se�ell�lll��alors�slll ■�e�lw�� j i il�� Ci 11 _. l DantW the Building Department at 379MOBVrlor to making ohangee or revisions to the approved plans I - - N0776'e" Plans am apprsver! Q"&fi#n® - any errors or omissions All work must P868 inspectlon in conformance with Oil applicable codes and regulations. Must Comply With WA State Regs For Barrier -Free Facilities Or Design - - - Per St. -Wide Amendment To A UBC - "Ch 11 Accessibility" W O Phased Approval: The z holder of the phased permit shall proceed at the holder's z ( J--- GRID LINES own risk and Without W assurance that a permit for Q _J the entire structure Win be DOOR SYMBOL �. HARDWARE TYPE granted. I. DOOR TYP Ld W p �° T_ =Q WINDOW TYPE PERMI @ 0 4- 0 a 1 U � i REVISION TITLE ISS DATE REV DATE �}! OIL CONTROL POINT A -1 Site,vicinityplans +jurisdictional information ---23-FEB-04 _J ! SECTION I.D. A-2 Foundation, 1 st floor framing plans + details �3- F-EB -04- - 1 iv>*lh cxF ' - ��--- SHEET WHERE DRAWN A -3 ;stfloor, 2nd floor framingplans +details �FEB1YzF le��ulICA - I90 og BUILDING SECTION A -4 2nd floor, loft framing pla + s 23- F -EB�4- 19aU1��'� SECTION I.D. i A -5 Loft, roof plans +det Its ° j L' PA 23 FEB 04�10Ju -N, opt 4 -- -SHEET WHERE DRAWN I "I`� � �0 WALL SECTION ! A -6 Exterior elevations E 0 - 23= FEB O�r�.wM,0n F �? A -7 Building sections ', �� - _. jp' t I NORTH ARROW �`- {� � �� 3 FF�6 04- IS�ul�l�1_� A -8 Wallsections +det ils �- i -� �� 23.FEBO -4�itovF�N_ "! � • � DETAILLD. A -9 Wall sections +detai( �- 1 -- 23.FEB04eJUlc�i Q I Q �- SHEET WHERE DRAWN DETAIL A -'0 Wall sections +details - - _EE ta�utitaa _ ?mar -&?c* _z 31m,&, -y PROJECT 10601 ROOM NUMBER C -1 SITE PLAN + DETAILS _ 23 FEB -04-I ROOM NAME SHEET WHERE DRAWN C -2 Survey 29 SEP 03 INDICATES I1 , ROOM I.D. ELEV DRAWN D-1 Demolition plann + details 2 FEB 04 /� e l �J/ I I`1 L -1 Landscape Plan +details 23 FEB 04 DWG. SY M BO LS DWG. L I ST PAGE �1 I A S S N N V O O d w 0 00 rWn w TWO N Z Z L LZ D n nr Z Z 0 H D H ERGY +VENTIAL° AT- ION - COD E -NOTES - • PROJECT TEAM - - -- 00 Ir �Jl t%T. ,m r• n� asrin __---- ____ -- III__- _IIIIIII {I�� I o slll�se�ell�lll��alors�slll ■�e�lw�� j i il�� Ci 11 _. l DantW the Building Department at 379MOBVrlor to making ohangee or revisions to the approved plans I - - N0776'e" Plans am apprsver! Q"&fi#n® - any errors or omissions All work must P868 inspectlon in conformance with Oil applicable codes and regulations. Must Comply With WA State Regs For Barrier -Free Facilities Or Design - - - Per St. -Wide Amendment To A UBC - "Ch 11 Accessibility" W O Phased Approval: The z holder of the phased permit shall proceed at the holder's z ( J--- GRID LINES own risk and Without W assurance that a permit for Q _J the entire structure Win be DOOR SYMBOL �. HARDWARE TYPE granted. I. DOOR TYP Ld W p �° T_ =Q WINDOW TYPE PERMI @ 0 4- 0 a 1 U � i REVISION TITLE ISS DATE REV DATE �}! OIL CONTROL POINT A -1 Site,vicinityplans +jurisdictional information ---23-FEB-04 _J ! SECTION I.D. A-2 Foundation, 1 st floor framing plans + details �3- F-EB -04- - 1 iv>*lh cxF ' - ��--- SHEET WHERE DRAWN A -3 ;stfloor, 2nd floor framingplans +details �FEB1YzF le��ulICA - I90 og BUILDING SECTION A -4 2nd floor, loft framing pla + s 23- F -EB�4- 19aU1��'� SECTION I.D. i A -5 Loft, roof plans +det Its ° j L' PA 23 FEB 04�10Ju -N, opt 4 -- -SHEET WHERE DRAWN I "I`� � �0 WALL SECTION ! A -6 Exterior elevations E 0 - 23= FEB O�r�.wM,0n F �? A -7 Building sections ', �� - _. jp' t I NORTH ARROW �`- {� � �� 3 FF�6 04- IS�ul�l�1_� A -8 Wallsections +det ils �- i -� �� 23.FEBO -4�itovF�N_ "! � • � DETAILLD. A -9 Wall sections +detai( �- 1 -- 23.FEB04eJUlc�i Q I Q �- SHEET WHERE DRAWN DETAIL A -'0 Wall sections +details - - _EE ta�utitaa _ ?mar -&?c* _z 31m,&, -y PROJECT 10601 ROOM NUMBER C -1 SITE PLAN + DETAILS _ 23 FEB -04-I ROOM NAME SHEET WHERE DRAWN C -2 Survey 29 SEP 03 INDICATES I1 , ROOM I.D. ELEV DRAWN D-1 Demolition plann + details 2 FEB 04 /� e l �J/ I I`1 L -1 Landscape Plan +details 23 FEB 04 DWG. SY M BO LS DWG. L I ST PAGE �1 joists NP) FIRST FLOOR FRAMING i 1 T ---1. 1 0 CB i 11— 111 ,L _.. ✓�,- �.�. - -�. n -ate r! ,.-�- I I j F�Z�rz ±\l�f�IT IL 1 1 STEP IN FLOOR + SHEAR WALL JI N y ra � 12 1 FOOT IN n T�i= xroAet5 ZO l J' �J- ., — - - ill, - 1- - -- - - ` __ _ 4A FTG. T 00 z As w a� 1212 z _- -FTC �� _� O w QW, (7 -I r- _ u -1 '' - _ - - - --j X4 J i TL- _K 10 r - • W AREA I REQIRED VENT PROVIDED VENT Y i /1501 N N 10.3 sq ft W /1501 N p 14.3 sq ft Z " /1501 e u 3 14.0 sq ft U n 12 1 FOOT IN n T�i= xroAet5 ZO l J' �J- ., — - - ill, - 1- - -- - - ` __ _ 4A FTG. T 00 z As w a� 1212 z _- -FTC �� _� O w QW, (7 -I r- _ u -1 '' - _ - - - --j X4 J i TL- _K 10 r - • W FOUNDATION_ PLAN 2 3 VENT CALCULATIONS: AREA I REQIRED VENT PROVIDED VENT Al 980 sq ff /1501 6.5 sq ft 10.3 sq ft A2 1270 sq ff /1501 8.5 sq ft 14.3 sq ft A3 1130 sq ff /1501 EXISTING FRAME 14.0 sq ft t' -ass" a J `J 0 -- - - -- - SHOP BASEMENT G +TRELL.IS - =- :��r l)� 0 5 FOOTII�LG�: PT 4x8 DF #2 w/ (4) 1 /2diam. exp. = -_ -- FOUNDATION_ PLAN 2 3 VENT CALCULATIONS: AREA I REQIRED VENT PROVIDED VENT Al 980 sq ff /1501 6.5 sq ft 10.3 sq ft A2 1270 sq ff /1501 8.5 sq ft 14.3 sq ft A3 1130 sq ff /1501 EXISTING FRAME 14.0 sq ft t' -ass" a SHOP BASEMENT PT 4x8 DF #2 w/ (4) 1 /2diam. exp. bow into concrete, ACE6 top T.0 ,C.= 138.73 T.O.C. = 137.82 —� T.O.C.= 138.73 T.O.C.= 137.57 T.O.C.= 139.50 2 5 T.O.C.—_138.57 112 8x12 Existing concrete basement wall T.O.C.= 138.56 ent well 2 2 Compacted fill, slab over m— — r - -� — -- - - - -- - - - - -� — 24W4 "x -OM*V ------- - - - - -3 Q I 30x9 I o I I 24x1 24x18 4x6 DF #2 w/ 3 #4 bars B.W. (iyp) base () 6x6 DF #1 w/ PBS 66 base vent well I Q ventwell P'r r I I - vent II vent well 61 24x18 0 10 I o I vent well m I I 10 I ml 2 4x6 DF #2 wjAZ610 p ABE 46 base 0 Sul p �ma,Il wl m I @ @� m ( I Q AREA A2 3 ml I 2 Craw space I I x6 DF #2 w/ O 1 /2diam. et •Its Into concrete, AC I a 2 a I 7 .nl I 1 AREA A3 m T.O.W. = 137.95 — — ► I I 2'6 "x2'6 "x10 deep I ,� ' 24x7 8 I �� 24x1 4x6 DF #2 w/ PBS 46 base 24x18 30x9 6 m I I i conafoottng I o _ -�' vent well 30x9 { v nt well J L- ventwell w/ (6) #5 bars B.W. I vent well - — - -- - - — _ o 30x? — — — — — — — — — — — — — — — ry 3 m- 2 30x9 9 ventwell TO.C,= 137.57 O.C. = 138.56 I 2 I — T.O.C,= 138.57 T.U,C,= 137,57 I 7 5' -0" 2'6° 16' -ttl 112, 2' -6" i I I 1 I I T. .C.= 137.82 I opry iv I T.O.C. 138.73 u I 2 1 30x9 I81 �,_8, I �e3 1 I I ventwell T.O.C. =13 56 AREA Al 4 I I Crawl space - -_ ,I I --- - - - vent well J " 1 L 3x I 30x9 I 5Lx10" B @ o well well I i —vent I— — - — — — — — — — — — — m PT 4x8 DF #2 w/ (4) 1 /2diam. exp { bolts Into concrete, ACE6 top FOUNDATION_ PLAN 2 3 VENT CALCULATIONS: AREA I REQIRED VENT PROVIDED VENT Al 980 sq ff /1501 6.5 sq ft 10.3 sq ft A2 1270 sq ff /1501 8.5 sq ft 14.3 sq ft A3 1130 sq ff /1501 7.5 sq ft 14.0 sq ft I e _J LL V) ,llllj i, r r j ET t°J' ITtr'P�1,�s, `t °LVAraH 0+ e �.'VT��dli_iO�G•� _ i - T -- >i - - - - -- -i- II_ 1_.� Y }- _EIS- rSFil" - O LL LL t' 6 FOOTING W/ VENT--- �T�YP� N ��h- ' %8 ,FOOTING= -�---' /�j� • /�1 = I G" �,�• SIT -:7T� i�JLi�."I I- - - -- - -- - - ( Nl,;,' � - ers in c�._ €�stactwith 11,4 1 A_ - ",'- = pressure treed wood _N „ - -- -a - shall, be hot d i pp ®d galvanized. ) _— i i MA _ ll -- �' - _ -- T- )rC'FiP Grid lines outside face of concrete unless otherwise noted O:�� TiN - ,r AGE OF 4� COM TI 1 FOO 11 MO F O NG �- 9 N 0 G � FOOTING W F-- W U) 1106.10 Doors. 1106. 10.1 General. Doors required to be accessible shall comply with Section 1003.31 and with provisions of this section. For the purpose of this section, gates shall be considered to be doors. An accessible gate or door shall be provided adjacent to any turnstile or revolving door. Where doorways have two independently operated door leaves, then at least one leaf shall comply with this section. 1106.10.2 Clear width. Doors shall be capable of being opened so that the clear width of the opening is not less than 32 inches (815 mm). EXCEPTION: Doors not requiring full user passage, such as shallow closets, may have a clear opening of not less than 20 inches (5 10 mm). 1106.10.3 Maneuvering clearances at doors. Except as provided in Section 1106.27, all doors shall have minimum maneuvering clearances as follows: 1. For a forward approach, where a door must be pulled to be opened, an unobstructed floor space shall extend at least 18 inches (455 mm) beyond the strike jamb and extend at least 60 inches (1525 mm) perpendicular to the doorway. 2. For a forward approach, where a door must be pushed to be opened and is equipped with a closer and a latch, an unobstructed floor space shall extend at least 12 inches (305 mm) beyond the strike Jamb and extend at least 48 Inches (1220 mm) perpendicular to the doorway. 3. For a forward approach, where a door must be pushed to be opened and is not equipped with a closer n unobstructed floor space shall be at least th width o the doorway and extend at least 48 inc as (1220 mm) perpendicular to the doorway. 4 For a h nge side approach, where a door must be pulled to a opened, an unobstructed floor space shall extenq at least 36 inches (915 mm) beyond the latch side Pf the door and at least 60 inches (1525 mm) perp ridiculer to the doorway, or shall have an unobstructed floor space that extends at least 42 inches (1 65 mm) beyond the latch side of the door and at 1 ast 54 inches (1370 mm) perpendicular to the doo ay. PERMIT # 04.451 An Illustrated Handbook 5 For a hinge side approach, where a door must be pushed to be opened and is not equipped with both a closer and a latch, an unobstructed floor space, measured from the latch side, shall extend across the width of the doorway and beyond the hinge side of the door for a total width of not less than 54 inches (1370 mm); and at lest 42 inches (1065 mm) perpendicular to the doorway. 6 For a hinge side approach, where a door must be pushed to be opened and is equipped with both latch and closer, an unobstructed floor space, measured from the latch side, shall extend across the width of the doorway and beyond the hinge side of the door for a total width of not less than 54 inches (1370 mm); and at least 48 inches (1220 mm) perpendicular to the doorway 7. For a latch side approach, where a door must be pulled to be opened and is equipped with a closer, an unobstructed floor space shall extend at least 24 inches (610 mm) beyond the latch side of the door and at least 54 inches (1370 mm) perpendicular to the doorway. —8. For a latch side approach, where a door must be pulled to be opened and is not equipped with a closer, an unobstructed floor space shall extend at least 24 inches (610 mm) beyond the latch side of the door and at least 48 inches (1220 mm) perpendicular to the doorway. 9 Fora latch side approach, where a door must be pushed to be opened and is equipped with a closer, an unobstructed floor space shall extend at least 24 inches (610 mm) beyond the latch side of the door and at least 48 inches (1220 mm) perpendicular to the doorway 10 Fora latch side approach, where a door must be pushed to be opened and is not equipped with a closer, an unobstructed floor space shall extend at least 24 inches (610 mm) parallel to the doorway, beyond the latch side of the door, and at least 42 inches (1065 mm) perpendicular to the doorway. 11 For a forward approach to a sliding or folding door, an unobstructed floor space shall extend the same width as the door opening and at least 48 inches (1220 mm) perpendicular to the doorway. 12. For a slide side approach to a sliding or folding door, an unobstructed floor space, measured from the latch side, shall extend across the width of the doorway and beyond the slide side of the door for a total width of not less than 54 inches (1370 mm), and at least 42 inches (1065 mm) perpendicular to the doorway 13 For a latch side approach to a sliding or folding door, an unobstructed floor space shall extend at least 24 inches (610 mm) beyond the latch side of the door, and at least 42 inches (1065 mm) perpendicular to the doorway 14 Where two doors are in series, the minimum distance between two hinged or pivoted doors shall be 48 inches (1220 mm), in addition to any area needed for doorswing Doors in series shall swing either In the same direction, or away from the space between the doors. 15. All doors in alcoves shall comply with the requirements of a forward approach 1106.10.4 Thresholds at doors. Thresholds at doors shall comply with Section 1106.6 EXCEPTION: In dwelling units, exterior doors other than the accessible entrance to a dwelling unit may be sliding doors with thresholds not exceeding 314 inch (19 mm). 1106.10.5 Automatic and power - assisted doors. Door closers orpower operators shall be operable as required by Sec. 1003.3 12 FXCEPn0AP Floorpad or electric eye actuated power operators All power- operated doors shall remain in the fully open position for not less than 6 seconds before closing Touch switches shall be mounted 36 inches (915 mm) above the floor and not less than 18 inches (455 mm), nor more than 36 inches (915 mm), horizontally from the nearest point of travel of the moving door. Other power- operated doors must be actuated from a location not less than 36 inches (915 mm) from the nearest point of travel of the moving door Power - operated doors shall automatically reopen [sic] when they encounter an obstruction other than the strike jamb. 1106.10.6 Door Closers. Where provided, door closers shall be adjusted to close from an open position of 70 degrees to a point 3 inches (76 mm) from the latch, in not less than 3 seconds, when measured to the leading edge of the door. 1106.10.7 Vision Panels. Where a door contains one or more vision panels, the bottom of the glass of at least one panel, shall be not more than 43 inches (1091 mm) above the floor 11 706.2.1 709.1 1. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 -foot (3048 mm) intervals both vertical and horizontal. See also Section 803, Item 1. EXCEPTION: Fire blocks may be omitted at floor and ceiling lev- els when approved smoke - actuated fire dampers are installed at these levels 2. At all interconnections between concealed vertical and hori- zontal spaces such as occur at soffits, drop ceilings and cove ceil- ings. 3. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished. 4. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings that afford a passage for fire at ceiling and floor levels, with noncombustible materials. 5. At openings between attic spaces and chimney chases for factory-built chimneys. 6. Where wood sleepers are used for laying wood flooring on masonry or concrete fire- resistive floors, the space between the floor slab and the underside of the wood flooring shall be filed with noncombustible material or fire blocked in such a manner that there will be no open spaces under the flooring that will ex- ceed 100 square feet (9.3 m) in area and such space shall be filled solidly under all permanent partitions so that there is no communi- cation under the flooring between adjoining rooms. EXCEPTIONS: 1. Fire blocking need not be provided in such floors when at or below grade level in gymnasiums 2. Fire blotting need be provided only at the juncture of each alter- nate lane and at the ends of each bane in a bowling facility. 708.2.2 Flre block construction. Except as provided in Item 4 above, fueblocking shall consist of 2 inches (51 mm) nominal lumber or two thicknesses of 1 -inch (25 mm) nominal lumber with broken lap joints or one thickness of 23/32 -inch (18.3 mm) wood structural panel with joints backed by 23192 -inch (18.3 mm) wood structural panel or one thickness of 14 -mch (19.1 mm) Type 2 -M particleboard with joints backed by 3/4 -inch (19.1 mm) Type 2 -M particleboard or blankets of mineral or glass fiber, or other approved mate- manner Walls having parallel or staggered studs for sound - transmission 'control shall have fire blocks of bans or blankets of mineral or glass fiber or other approved flexible materials. 7083 Draft Stops. 708.3.1 Where required. Draftstopping shall be provided in the locations set forth in this section. 7083.1.1 Floor - ceiling assemblies. 7083.1.1.1 Single - family dwellings. When there is usable space above and below the concealed space of a floor - ceiling as- sembly in a single -family dwelling, draft stops shall be installed so that the area of the concealed space does not exceed 1,000 square feet (93 m2). Draftstopping shall divide the concealed space into approximately equal areas. 70833.1.2 Two or more dwelling units and hotels. Draft stops shall be installed in floor - ceiling assemblies of buildings having 1_70 1997 UNIFORM BUILDING CODE more than one dwelling unit and in hotels. Such draft stops shall be in line with walls separating individual dwelling units and guest rooms from each other and from other areas. 7083.1.1.3 Other uses. Draft stops shall be installed in floor - ceiling assemblies of buildings or portions of buildings used for other than dwelling or hotel occupancies so that the area of the concealed space does not exceed 1,000 square feet (93 m2) and so that the horizontal dimension between stops does not exceed 60 feet (18 288 mm). EXCEPTION: Where approved automatic sprinklers are installed within the concealed space, the area between draft stops may be 3,000 square feet (279 m2) and the horizontal dimension may be 100 feet (30 480 mm) 708.3.1.2 Attics. 708.3.1.2.1 lino or more dwelling units and hotels. Draft stops shall be installed in the attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces of buildings con- taining more than one dwelling unit and in hotels. Such draft stops shall be above and in line with the walls separating individual dwelling units and guest rooms from each other and from other uses. EXCEPTIONS: 1. Draft stops may be omitted along one of the corridor walls, provided draft stops at walls separating individual dwelling units and guest rooms from each'other and from other uses, extend to the remaining corridor draft slop. 2 Where approved sprinklers are installed, draftstoppmg may be as specified in the exception to Section 708 3.1.2 2. 708.3.1.2.2 Other uses. Draft stops shall be installed in attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces of buildings having uses other than dwellings or hotels so that the area between draft stops does not exceed 3,000 square feet (279 m2) and the greatest horizontal dimension does not exceed 60 feet (18 288 mm). EXCEPTION: Where approved automatic sprinklers are in- stalled, the area between draft stops may be 9,000 square feet (836 m2) and the greatest horizontal dimension may be 100 feet (30 480 mm). 708.3.1.3 Draft stop construction. Draftstopping materials shall not be less than 1 /2-inch (12 7 mm) gypsum board, 3/8 -mch (9.5 mm) wood structural panel, 3/g -inch (9.5 mm) Type 2 -M par- ticleboard or other approved materials adequately supported. Openings in the partitions shall be protected by self - closing doors with automatic latches constructed as required for the parti- tions. Ventilation of concealed roof spaces shall be maintained in ac- cordance with Section 1505. 708.4 Draft Stops or Fire Blocks in Other Locations. Fire - blocking of veneer on noncombustible walls shall be in accord- ance with Section 708.2.1, Item 1. For f reblocking ceilings applied against noncombustible con- struction, see Section 803, Item 1. SECTION 709 — WALLS AND PARTITIONS 709.1 General. Fire- resistive walls and partitions shall be as- sumed to have the fire- resistance ratings set forth in Table 7 -B. Where materials, systems or devices are incorporated into the assembly that have not been tested as part of the assembly, suffi- cient data shall be made available to the building official to show that the required fie- resistive rating is not reduced. Materials and methods of construction used to protect joints and penetrations in fire - resistive, fie -rated building assemblies shall not reduce the required fire- resistive rating PERMIT # BLD 0 4 -051 I� joists ltypI ap( , - e 5 { rr ''o - - SECOND FLOOR FRAMING Microlam ledger Timberstrand rim joist SHEARWALL SCHEDULE Block all unsupported edges, 4 x studs at panel edges SW4 3/8" CDX ply. 8d @ 4" pnl edges, 12" field SW6 3/8" CDX ply. 8d @ 6" pnl edges, 12" field SW4 (SIP) 6 1/2" SIP (Type L), 8d @ 4" pnl edges, 16 d @4" bolt plate to joists and rim, stagger SW6 (SIP) 6 1/2" SIP (Type L), 8d @ 6" pnl edges, 16 d @4" bolt plate to joists and rim, stagger ledger frame 7/8 Ast I I n.r'rSTr ' I III I , ♦ - _._ ___ v!G 'N Iv � t, _ I I _ - _ - -- TT c Z -- r I _ ' - - tnTPC►L� x ` k. y I � � �i - - P _ I - , I L i�.j .�,•I „tt A+4 ICJ r i �. • ® • i • r r ra ll'.. � � , it r - �ci— r _ �. �iSi�► loll FIRST FLOOR P - - - -- - -- - -- - - - -- - - -- - . IYYIII V Y ET 1111 VO- Vlluw�ry .w�v .v -- - - - - - - - -- -- -- -- - - -_- ----- s_- 1 :v = = =°�-- -mss 1 _ � �i - r' ter— ► Y i i` � �_ _�.� �t /� ► <IIFs' � s �� Eau -_ -__. __ -- r_ _ _ _ e i ' I FIRST FLOOR P - - - -- - -- - -- - - - -- - - -- - . IYYIII V Y ET 1111 VO- Vlluw�ry .w�v .v -- - - - - - - - -- -- -- -- - - -_- r - -, - _ - -- - - -- - - - - -- - -- - -F -I -- - - -- _ - _ _ -_ -= - -_ - _ C.M.U. CONTROL JOINT � � -" - l CIvIU.TO_GB6DE = M-' _- I I I _, - - -- - — - -- - -- -'I -- -- ' Ui ' - - - � -'` - -, -- - - - 9 - I�_ - �.1 I ' • - I- - - _'f _ - , 0 4- i �I I I k _ I � I LL- 1/�r/ I r O 61 I , t - _ I' I I I � I I - I I i I -I - - - I I I -- , I IIL - I I I -- -- LT_ LL - P i 6 GATE TR� �, : - I L - I I I I I - - -�� -'— - - ' ' I - - - - - - I If I I , -� - _ _ - -�, - ��✓L�J� - - '�f -' - ✓t� 'I`.i ='`� 1,� -� - PROJECT 10601 I Pao - r� -IFRAMING-_.;9 8 FRAMING - - l I PAGE I j I r - -, - _ - -- - - -- - - - - -- - -- - -F -I -- - - -- _ - _ _ -_ -= - -_ - _ C.M.U. CONTROL JOINT � � -" - l CIvIU.TO_GB6DE = M-' _- I I I _, - - -- - — - -- - -- -'I -- -- ' Ui ' - - - � -'` - -, -- - - - 9 - I�_ - �.1 I ' • - I- - - _'f _ - , 0 4- i �I I I k _ I � I LL- 1/�r/ I r O 61 I , t - _ I' I I I � I I - I I i I -I - - - I I I -- , I IIL - I I I -- -- LT_ LL - P i 6 GATE TR� �, : - I L - I I I I I - - -�� -'— - - ' ' I - - - - - - I If I I , -� - _ _ - -�, - ��✓L�J� - - '�f -' - ✓t� 'I`.i ='`� 1,� -� - PROJECT 10601 I Pao - r� -IFRAMING-_.;9 8 FRAMING - - l I PAGE - -, - _ - -- - - -- - - - - -- - -- - -F -I -- - - -- _ - _ _ -_ -= - -_ - _ C.M.U. CONTROL JOINT � � -" - l CIvIU.TO_GB6DE = M-' _- I I I _, - - -- - — - -- - -- -'I -- -- ' Ui ' - - - � -'` - -, -- - - - 9 - I�_ - �.1 I ' • - I- - - _'f _ - , 0 4- i �I I I k _ I � I LL- 1/�r/ I r O 61 I , t - _ I' I I I � I I - I I i I -I - - - I I I -- , I IIL - I I I -- -- LT_ LL - P i 6 GATE TR� �, : - I L - I I I I I - - -�� -'— - - ' ' I - - - - - - I If I I , -� - _ _ - -�, - ��✓L�J� - - '�f -' - ✓t� 'I`.i ='`� 1,� -� - PROJECT 10601 I Pao - r� -IFRAMING-_.;9 8 FRAMING - - l I PAGE det. 6/ A -1 D -- I - I -LOFT- FRAMIN _ _ = in n r1 n r:a - - - - -- - -- ( B L 217 1 BATHROOM e A -11 u 218 BEDROOM 219 CLOSET Outdoor Air Inlet 4x8 D.F. #1 post, 8 A -9 Sim UNIT #2 215 GREAT ROOM 216 KITCHEN A -9 ° I�.�G51�lI.. I� •, �Q 71 N Note: 81 14 "SI. Ps Q bay v Fur ceiling w/ 2x6 24° ; -I . • .. a8 o.c, for fen &vent 220 UTILITY 4x8DF #7 ost- 223 UTILITY 221 CLOSET pipe to ••„ Outdoor '.:• F Air Inlet 222 BEDROOM 224 BATHROOM A -11 Sim �I rk�tl KITCHEN 225 -� A -9 Sim UNIT #2 215 GREAT ROOM 216 KITCHEN A -9 ° I�.�G51�lI.. I� •, (2.br m C c - w SHEARWALL SCHEDULE Block all unsupported edges, 4 x studs at panel edges SW4 3/8" CDX ply. 8d @ 4" pni edges, 12" field SW6 3/8" CDX ply, 8d @ 611 pni edges, 12" field SW4 (SIP) 6 112" SIP (Type L), 8d @ 4" pni edges, 16 d @4" bolt plate to joists and rim, stagger SW6 (SIP) 6 1/2" SIP (Type L), 8d @ 6" pnl edges, 16 d @4" bott plate to joists and rim, stagger 214 CLOSET CLOSET 212 213 BEDRM HALL F 211 DF. #1 post deck plan A -4 NE- 3 For Testrooms AA I Stair #7 I I • f Soffit above Outtloor Air Inlet ,74. 1 UNIT #3 GREAT ROOM F 226 1 2 3 IAJ SECOND FLOOR PLAN StaIr#3 ATTIC I 207 n.1 CILRj7_1A CC--- E.F. 4" dram. pipe to roof 210 A -11 f 209 A -9 — Stair #2 lima I a _ J ITI - 1�— I II : a F Z o -,I I I uz3 W � o _ I •�,s =r -,m,u Rigid frame — _ _ —_ —� -�3— — — — _ - I , -- N -- - - - - .. - I� -- - - - -'I - -- - - - - I I I i STAIR- PLAN = _ -- -=`_ =_ -� STAIR SECTION I s N e 1 o a - - ao - - -�� - � - -wo tj WU I Uz - - J - D- -I -� - - -- n t 2B 4x6 D F. #1 post n I I c Rigid frame I 1 above II .OW. +3'6" I I E.F. c Loft above BATH 206 GUEST 205 i lines outside face of concrete unless otherwise noted vindow & door dimensions are rough opening 1111n�°1 t ( EMAIIdI I/l /L/E /L(t�4'•IPiS�ifl> 115 ;� ®'slt'/�i; ®' ?Itirl "i� —��lll UNIT #1 GREAT ROOM Rigid frame hangere- holdowns, and all pressure treated u. shall be hot digm galvanized. KITCHEN � e • T wp ►..-�'- . 1 d HALL I Vaal. M X1113 GUEST MI GUEST ROOM DECK PLAN �, •ice• .. - . S �� -- • � II • �i0tai ��GGG111 iiao:�zmriri� I I - ��S r�r _ ® i�lllllllllllllllllllll� ��'�%1 =`I��.� El 1111 W WA �I�VIir ; -I . • .. 1 pipe to ••„ roof '.:• F �I rk�tl (2.br m C c - w SHEARWALL SCHEDULE Block all unsupported edges, 4 x studs at panel edges SW4 3/8" CDX ply. 8d @ 4" pni edges, 12" field SW6 3/8" CDX ply, 8d @ 611 pni edges, 12" field SW4 (SIP) 6 112" SIP (Type L), 8d @ 4" pni edges, 16 d @4" bolt plate to joists and rim, stagger SW6 (SIP) 6 1/2" SIP (Type L), 8d @ 6" pnl edges, 16 d @4" bott plate to joists and rim, stagger 214 CLOSET CLOSET 212 213 BEDRM HALL F 211 DF. #1 post deck plan A -4 NE- 3 For Testrooms AA I Stair #7 I I • f Soffit above Outtloor Air Inlet ,74. 1 UNIT #3 GREAT ROOM F 226 1 2 3 IAJ SECOND FLOOR PLAN StaIr#3 ATTIC I 207 n.1 CILRj7_1A CC--- E.F. 4" dram. pipe to roof 210 A -11 f 209 A -9 — Stair #2 lima I a _ J ITI - 1�— I II : a F Z o -,I I I uz3 W � o _ I •�,s =r -,m,u Rigid frame — _ _ —_ —� -�3— — — — _ - I , -- N -- - - - - .. - I� -- - - - -'I - -- - - - - I I I i STAIR- PLAN = _ -- -=`_ =_ -� STAIR SECTION I s N e 1 o a - - ao - - -�� - � - -wo tj WU I Uz - - J - D- -I -� - - -- n t 2B 4x6 D F. #1 post n I I c Rigid frame I 1 above II .OW. +3'6" I I E.F. c Loft above BATH 206 GUEST 205 i lines outside face of concrete unless otherwise noted vindow & door dimensions are rough opening 1111n�°1 t ( EMAIIdI I/l /L/E /L(t�4'•IPiS�ifl> 115 ;� ®'slt'/�i; ®' ?Itirl "i� —��lll UNIT #1 GREAT ROOM Rigid frame hangere- holdowns, and all pressure treated u. shall be hot digm galvanized. KITCHEN � e • T wp ►..-�'- . 1 d HALL I Vaal. M X1113 GUEST MI GUEST ROOM DECK PLAN �, •ice• .. - . S �� -- • � II • �i0tai ��GGG111 iiao:�zmriri� I I - ��S r�r _ ® i�lllllllllllllllllllll� ��'�%1 =`I��.� El 1111 Scupperw/ downspout I y Cricket det 3/ A -10 ------------------------------- -- n n n W.p. mei nbrane @ deck b _ Slope 1/4" in12" Gutter In floor @ Scupper w/ deck below downspout dot 3/ A -10 � �- Cricket (b Crickets frm 2x taper cut to form slopes indicated Roor frm 8 1/4" S.I.P. Slope 3/16" IN Zr FL- --- - - - - -- I --- ------- - - -- -- - - - - N - - - - - - - --i N I C N I CV I C sN C I 5 -- - - - - -- --------------- - - - - -- - - - - - -- -J z N N n N I I I I Gutter s I -' ----- - - - I h V N 6' -0^ (b Crickets frm 2x taper cut to form slopes indicated Roor frm 8 1/4" S.I.P. Slope 3/16" IN Zr FL- --- - - - - -- I --- ------- - - -- -- - - - - N - - - - - - - --i N I C C 1 I N N I 7 sN sN 1 I 5 -- - - - - -- --------------- - - - - -- - - - - - -- -J Scupperw/ I 1 I I 243/4 I I Gutter Cricket det3/A10 Cricket 0,37 o I Scupperw/ I ------ - - - - -- z I Slope downspout Slo J Ai I 1/4" In12" I Gutter 1 318" In I -' ----- - - - - -- ------ - - - - -- New cricket over existing roof � ILL 24 3/4" 60 3/4" 71.15 6 I J N .01111 w det 8/ A -8 PROJECT Scupper w/ I �N Slope 112" in12" I 48 3/4" a 1 - - - - 2 243/4 I I Exhaust 4 _ 0,37 o - - z I J W J Ai I from 21.88 4 PR 43.76 0.37 D.H. - 2 WIN. GD. TG. UNITS 2,3 BAY W, LOFT K 24 3/4" 60 3/4" 71.15 6 66.90 J kitchen .01111 01111 PROJECT Scupper w/ I Slope 112" in12" Slope- 12" In12 "I 48 3/4" ■ . slope SI 112" m12" Slop e_ 12" inl2 "1 I ■ ■� UNIT 1 BEDROOM 1 I • D M downspout 1 12.81 1 76.86 0.38 3 CSM 3 PIC y `� I 1 30 3/4" 48 3/4" 7.98 22 175.56 0.37 C detea,eb /A10 - 1 -- -- 1 -I -- - -J - -J New gutter • ®illl Imo' '- ''StC► Downspout Gutter I li 1 2 3 ROOF PLAN-- - -�_'= - I 1 I Slope 3/16" in12" _ -------------------------- I I I I { w� I I I o I I Det 8b/ A -10 sim Gutter. Det Bb/ A -10 sim j NBR twC DOOR SIZE FRAME HEAD JAMB THR I HDW M I F W H TH M F D S D S D S GRP -- 1 104 EXIST WD I PT 3' -0" 6-8" 1 31 WD PT 3 A -5 3 A -5 3 A -5 EXIST DOOR, NEW CASED OPENING - - 105A EXIST 3' -0" 6' -8" 1 3J 3 A -5 3 A -5 3 A -5 EXIST DOOR, NEW CASED OPENING 105B C 2' -6" 6-8" 1 3/8 1 TELEPHONE CLOSET s v xi 105C C 2' -6" 6-8" 1 3/ 2 A -5 2 A -5 HALL TO RET # 1 z \ 106A B 3' -0" 7' -0" 1 3/4 ENTRY - 106B 415 2' -6" 6-8" 1 3/8 2 A -5 2 A -5 - - PANTRY 107 415 2' -6" 6' -8" 1 3/8 2 A -5 2 A -5 - - OFFICE < < Y � " 108 a P 3' -0" 6-8" 1 3/8 2 A -5 2 A -5 - - WOMEN'S RE6TROOM i a N w n 109 e$ 2' -6" 6' -8" 1 3/8 2 A -5 2 A -5 - - 1 JANITOR CLOSET ° _ z e = w F a 110 3' -0" 6' -8" 1 3/8 2 A -5 2 A -5 - - MEN'S REI&TROOM s u e - o. o - 1 1 lA A 3 8" 7'-0" 1 31 STORE ENTRY RET #1 FIXED < - 1 1 16 A 3-0" 7' -0" 1 3/ STORE ENTRY RET #1 FIXED I SCUPPER111C A 3t-on 7'-0" 1 314 STOREENTRYRET #1 �G OF Elm, 1 1 1 D A 3' -0" 7' -0" 1 31 STORE ENTRY RET #1 FIXED �7y 1 1 1 E A Y 7' -0" 1 3/ STORE ENTRY RET #1 FIXED cr 1 1 1 F A 3' -0" 7' -0" 1 31 STORE ENTRY RET #1 FIXED I it S N V •1]r 0 d 1 12A A 3' -0" 7' -0" 1 31 4 A -5 4 A -5 4 A -5 STORE ENTRY RET #2 112B tt�' N -0" 6-8" 1 3/8 2 A -5 2 A -5 - - RET #2, HALL 1 13A A 3' -0" 7' -0" 1 3/4 4 A -5 4 A -5 4 A -5 STORE ENTRY RET #3 113B E 6-0" 7' -0" 1 3/4 STORE ENTRY RET #3 (PAIR DOORS)-* 116 A 3' -0" 7' -0" 1 31 APT #,1 ENTRY I I 0y0 4 / -,Y- - -- - 208A B 2' -6" 6' -B" 1 31 2 A -5 2 A -5 - - HALL ' ^ /LJyJ \ v LL 2088 B 2' -6" 6-8" 1 3/8 2 A -5 2 A -5 - - CLOSET ' 210A B 2' -6" 6' -B" 1 3/8 2 A -5 2 A -5 - - BATH J V =T= 2108 D 4' -0" 6' -8" 1 3/ CLOSET, BI -FOLD > v z,I 210C B 2' -6" 6' -8" 1 3/8 2 A -5 2 A -5 - - CLOSET rLL N T E R I O T _ • 1 �/t ' 21 OD B 2' -6" 6' -B" 1 3/ BATH (POCKET DR) LAUNDRY, CLOSET �- - W L 1 -1 1 p.. �� - - - - 2 243/4 603/4 11.78 4 1 47.12 0,37 D.H. - UNITS 2,3 BAY WINDOWS z r CJ J W J Ai 483/41, 60 314" 21.88 4 PR 43.76 0.37 D.H. - 2 WIN. GD. TG. UNITS 2,3 BAY W, LOFT K 24 3/4" 60 3/4" 71.15 6 66.90 0.37 D.H. .01111 01111 PROJECT 10601 ■�1■1 30 3/4" 48 3/4" ■ ■ ■ ■ ■ ■� UNIT 1 BEDROOM 1 I • D M 30 3/4" 60 3/4" 12.81 6 76.86 0.38 3 CSM 3 PIC y `� CLERESTORIES @ UPPER GREAT ROOM N 30 3/4" 48 3/4" 7.98 22 175.56 0.37 ;L CSM r5� PIC 4 LOFTS, CLEREST @ UPPER GREAT ROOM • ®illl Imo' '- ''StC► ■ ■INK ■ ■ ■ ■ ■ ■� . D �� i•T/ 01111 ■ ■1111 ■ ■ ■ ■ ■ ■� . . -, -., `.,r G 01111 ®08 NIIII ■ ■ ■ ■ © ®� APT #2, ENTRY ' • ' _•�� - 01111■ ■1111 © ® © ® ■ ■� • : � . . 01111 ■ ■ ■NN © ■ © ■ ■ ■� :. 01111 ■■ ■1111 © ■ © ■■■� 01111 ■ ■■N 1©■©■■ ■� • _ __ _ .r �r 01111 ■■ ® © ® ■ ■- _ - 01111■■ ® © ® ■ ■� • -- • 01111■MNIIII © ® © ® ■ ■� ... 01111 ■�� © ® © ® ■ ■� • 1 31 DOOR JAMB/SILL 226A A N-O" 7' -0" 1 31 5 A -5 APT #3, ENTRY 226B B 2'-9'6'-8" 1 3/8 2 A -5 2 A -5 - - CLOSET - -i bw4 I ' 4 v DOOR SCHEDULE (AID (B) o° (C)0" cD� r8 :- O Q -- - -_ O - Icl�1�v,5, =z� - TYPE SIZE AREA QTY TOTAL U VAL TYPE LITES REMARKS -�� W H a P „ A 38 7/16" 24 3/4" 5.22 5 20.88 0.37 AWN 2 TRANSOM RET 1(S), 2,3 (W) ta_ J DOORI ^ ^n[� - JAMB/ I LJ / S I L L� - B 32 7/16" 24 3/4" 6,52 4 13.04 0,37 PIC 2 TRANSOM RET 1(5,E,W) D D 75 5/16" 24 3/4" 10.27 2 PR 22.54 0,37 AWN 2 TRANSOM RET 3 (N) E E 48 3/4" 66 3/4" 23.31 4 PR 93.24 0.37 PIC 2 2 WIND. GANGED TOGETHER RET 2,3 (W) 1 48 3/4" 24 3/4" 7.25 4 29.00 0.37 PIC 3 TRANSOM RET 2,3 (W) G 24 3/4" 60 3/4" 10.35 4 41.40 0.37 PIC 4 UNIT 1 (S,E, W) �, I G AG 48 3/4" 60 3/4" 20.29 1 PR 20.29' 0.38 CSM 4 2 WIND. GANGED TOGETHER UNIT 1 (S) I H AH 60 3/4" 60 3/4" 22.02 3 PR 66.06 0.38 CSM 4 2 W GD. TG. UNITS 1,2,3 BR EGRESS Q ' I .uria Imes ourslae race or concrete unless otnelwlse notea I �. A ( 1 ) l 3 ) 2.AII window & door dimensions are rough opening LOFT FLOOR PLAN 1 - _._ -- lye - _ _= - - _ _ - _- - - - -_ 5 DOOR S I L L:__h� �'' WINDOW SC H EDtJ L E SIERRA PACIFIC CLAD WOOD WINDOWS PAGEF -� �- - - - - 2 243/4 603/4 11.78 4 1 47.12 0,37 D.H. - UNITS 2,3 BAY WINDOWS z r CJ J W J Ai 483/41, 60 314" 21.88 4 PR 43.76 0.37 D.H. - 2 WIN. GD. TG. UNITS 2,3 BAY W, LOFT K 24 3/4" 60 3/4" 71.15 6 66.90 0.37 D.H. UNIT 3 W f) PROJECT 10601 30 3/4" 48 3/4" 10.71 1 10.71 0.37 D.H. UNIT 1 BEDROOM 1 I M 30 3/4" 60 3/4" 12.81 6 76.86 0.38 3 CSM 3 PIC 4 CLERESTORIES @ UPPER GREAT ROOM N 30 3/4" 48 3/4" 7.98 22 175.56 0.37 ;L CSM r5� PIC 4 LOFTS, CLEREST @ UPPER GREAT ROOM I .uria Imes ourslae race or concrete unless otnelwlse notea I �. A ( 1 ) l 3 ) 2.AII window & door dimensions are rough opening LOFT FLOOR PLAN 1 - _._ -- lye - _ _= - - _ _ - _- - - - -_ 5 DOOR S I L L:__h� �'' WINDOW SC H EDtJ L E SIERRA PACIFIC CLAD WOOD WINDOWS PAGEF -� �- A C C A n121 1xhaust w/ back draft dampers heet metal cupper M7 7 — Hardiplank siding (typ) Gutter Loft fl elev - Outdoor AirInlet 8- — — 0 Bays from 8114" S.I.P. — 2" dlam, downspout (typ) 4 Furr out bay flush w/ B 114 S I.P.— 11-5000, - , Dusting Frame shop _ - - - _ Second fl elev __ VIII 1 Plymm m - -- m 9 114" wide j Service court screen -- - Pair of door z - j j i �; 1 • -L j : T see detall 3/A -2 I I' _ @ back face Of building j IEIT 1 - +139.00' _ m - - ." Existing comer elev 135.70 First elev RETAIL UNIT #2,3 '�\ — — — — -- — — — �' fi Existing corner elev 138.55 Cast In place conc. - Landscape bed at base of wall (typ) PAHD 42 @ pnl Joints see landscape plan In bldg w/ DBL 2x6 @ back face of building NORTH _ =�,_ - - - -- - - SOUTH_ -r - - -, -- - - -- - - - - -- - - -- - -- - SECTION B- B(LOOKING SOUTH) �._: __•-- ._�(t- -u - - -- - c J10t, ` v�y(A �� _ le 1 12 /` `�• 12� _ 1 12 ; a ° Awning to match existing m on Rutz building U 'D 1 ;' A b' -- - - +158,67 Loft flelev {� — — — — — — j( Ifll� VIII III Outdoor Air Inlet - R Awning to T T T T t 50 - - - -- a match = +750.00' exsting / — Existing Frame shop Second fl elev — — — — — 19 IIII Ili _ . ° A 8 rl T If WEST - y✓�� =�j._ 5 I 1 (4 3 V! z v 140.09 L_O f - T - indikates tempered glass W (l) (n z 00 Q QW � ImW J W V) +139.75' +139.00' / -, f� First fl elev Servrce co e/ �// /: of / ,; ,,,�. /, Firstflelev RETAIL UNIT #23 / /f /'9 / /�i / /�� // /// // // / �/" //f�//% / /..i.r,,, ; /.r / / / /// „ / / /,/ / / ��,,,,,3a.7s,r � , /r / /� /� /� /'/ /� / �%/ � /i� %� %O / / / /G / /IAr£ se / e, eecore � - /!� /'' /f,�� % >: //i � PROJECT 10601 / /,i /f� � / %� /, / � /f j ;�, /�� . � ) �. rV( �j - +139.00' '-. r ele�_QAICDNI _ �_ Vent 1'x2' -4" between Existing corner elev 135.70 vert, bars In C.M.U. wall Existing corner elev 138.29 e Cast in place concrete ^ • 6 SECTION C C ( LOOKING NORTH) -y>_ " - - - EAST - �•- �« - -_ __- ,__ -____ _ i PAGE DE__T I - W t , L1 J A CY) 1__, tn (WnW VY - _j V) � - J W � i Y 3 � N W U) WP N n O i z ^. W J W o f P r N f q W tl u D — E a f windows D building ^�Poao W O V! z v 140.09 L_O f - T - indikates tempered glass W (l) (n z 00 Q QW � ImW J W V) +139.75' +139.00' / -, f� First fl elev Servrce co e/ �// /: of / ,; ,,,�. /, Firstflelev RETAIL UNIT #23 / /f /'9 / /�i / /�� // /// // // / �/" //f�//% / /..i.r,,, ; /.r / / / /// „ / / /,/ / / ��,,,,,3a.7s,r � , /r / /� /� /� /'/ /� / �%/ � /i� %� %O / / / /G / /IAr£ se / e, eecore � - /!� /'' /f,�� % >: //i � PROJECT 10601 / /,i /f� � / %� /, / � /f j ;�, /�� . � ) �. rV( �j - +139.00' '-. r ele�_QAICDNI _ �_ Vent 1'x2' -4" between Existing corner elev 135.70 vert, bars In C.M.U. wall Existing corner elev 138.29 e Cast in place concrete ^ • 6 SECTION C C ( LOOKING NORTH) -y>_ " - - - EAST - �•- �« - -_ __- ,__ -____ _ i PAGE DE__T I - W CY) W M (WnW VY - _j V) � - J W � >v z W U) D0�z W J O D — U windows D building J f- J may, [�, v W O and (Typ) O 12- nn V VI"""' V! z v 140.09 L_O f - T - indikates tempered glass W (l) (n z 00 Q QW � ImW J W V) +139.75' +139.00' / -, f� First fl elev Servrce co e/ �// /: of / ,; ,,,�. /, Firstflelev RETAIL UNIT #23 / /f /'9 / /�i / /�� // /// // // / �/" //f�//% / /..i.r,,, ; /.r / / / /// „ / / /,/ / / ��,,,,,3a.7s,r � , /r / /� /� /� /'/ /� / �%/ � /i� %� %O / / / /G / /IAr£ se / e, eecore � - /!� /'' /f,�� % >: //i � PROJECT 10601 / /,i /f� � / %� /, / � /f j ;�, /�� . � ) �. rV( �j - +139.00' '-. r ele�_QAICDNI _ �_ Vent 1'x2' -4" between Existing corner elev 135.70 vert, bars In C.M.U. wall Existing corner elev 138.29 e Cast in place concrete ^ • 6 SECTION C C ( LOOKING NORTH) -y>_ " - - - EAST - �•- �« - -_ __- ,__ -____ _ i PAGE DE__T I - ------- - - - - -- - ----- - - - - -- 1 - - - -- - - l - - z �I -- 81/4 SIP (iyp) Second layer of 518" G.W.B. -- - - - - -- - - -- - - - -- -n -- -7 - -- -- - - - - -- - -- - - - - - - -� - - - ' -I- - i-- - -- '- -'I - - - - - -- - ._... -.. s? -- -- +170.37' _r 1 r - Top of ridge -- p xd• — _ I. I I -- - - - I - -- Collar Tle � - -- i I 1' Collar tl — — - ILI W - -- +1 - Z e Loft if elev 2 Rigid frame _ _ ___ _ _ _ • _' _ _ _ _ _ _ _ _ I IN -- _ nT-!? +150.00' - - -- Second flelev m I xxx I - -- - - Line of s pen telling (typ) ( � Y �I $ IV b' 'r O b I - - 113976 4" res base -_ +138.75' +139.00 First fl Bleu Servrce core n - -- - FirstIfelev RETAILUNIT #2,3 _ _ - ./_ - - - -- - ' X W - -- - --- -- — r - �_ — -- - - -- !� __ _ CM'y'� - - - - -- 0 wM -- - -- - G- 2 STOREFRONT SECTION A =A (LOOKING -EAST) �T- �_- - -- - - = = == _ - - _ - - _ I 1 BAY FRAMIN p�, �� , t I -d � -- _ A 2 Hardipanel w13/4 ply shim (typ) Galy flash w/ drip 24 ga over 2x2 (typ) 1x10 plytrim (typ) +171.27' +170.52' _ - -- - O w J To of ride To of ride _ 1 xl 0 pl�him (fi'p) I- Galy flash w/ drip 12 _ 12 24 ga over 2x2 (typ) 1 W -- 2x2 12 12 J ry - - - -- -- 1t - - - -- 1 12 Hardl -Plank siding (typ) -- - - - - - 11- 1 % Q 0 0 ILL 1x4 Plyhim (NP) - --- - - -- -- - - _ � r 1" piyhim - -- -- 3 1/2 wide --- - - - - - - - -- -- - - - - -'`-- - - - -- --- -- - - -- -- - - - - - -- - - -- -- -- - - _ - In --- --- - - - - - - - ---� -- - - - --- - -- --- -- Gutter h�` 1 plyhim 5 1/2" wide (typ) } . --- - -- - -- - - -- - --- r. - -- -- --- --- - Gutter --- -- '---- -- ------ ----- - - -- -- -- -` - - -- ---------------- - -- - - ----- --- - - " - -- 8" Ada +153,69' +158.69' 1 "plyhym 11 114 vide -- - -- - To of roof SIP -- - --- ------ -- --- - - -- -- - -- - _.._- ----- -- -- - --- -- ---- - --- - -- ---- Top of roof SIP O _ 1 ,pim -- --- ---- ---- ---- -`-- --- ----- - -_ - -- - - -- ------ _ — 1 plyhlm -- --- -- ------ - -- ---- - -- --- _ 9 1 14" wide w/ m 9 1/4 " wide (typ) - - - brlckmold - --- - ---- - - -- - - -- `- - -- -- - --- - - - - - -- - -- -- -- -._ -- - - _ 1 ° plyfrlm - - -- 1" plyhim @top (NP1 6 1/2" wide - - - -- - -- - - - -- - - - -- -- -- -- -- - -- - Hardi -Plank siding (iyp) -- - -- - -- � - --- - -- -- - -- - � 9 1/4" wide w/ 1[7 1 1 '- --- -- -- - -- - - -- - - -- - -- --- - -- - brickimol M I M Wood window w/ _ - - -- - / Wood window w/' -- -- - - - -- - -- - - - -- -- --- - -- -- insulated glass (typ) / Rigid frame fm insulated glass (iyp) w ------ ---- _ det 1 /A -8 -------- - -- -- -. - --- / \ -- < _ ° 1x6 poll - - - -- -- -- -- - -- - - -- - -- -- --- - -- 1.1 PIVI - - - m 5 1/2" wide Q W J J w j \ 1x4 PNhim --- -- --- - ----- --- - --- ---- -- - --- - - - --- - -- -' _ 1 ° plytrlm NIL _ 11/2 "Ada +tso oo' I - -- - -- - -- -- -- - - - --- - - - - -- - -- - -- - -- - - -- - - -- -- - - -' -- - -- w +150.00' Awning to -- - - - - -- _ Second fl elev match existing _ - -- Second fl elev -- --- -- -- - - --- -- - --- — --__-- - - - - - - -- --- -- ------ -- - - -- - --- - --- - -- -- - --- - 11 114" wide (iyp) m - -- - -- - -- q Second floor ---------- __ _ p m 11 1/4" wide , _ 11114 "wide -------- { - - - - -- /brickmold @top \ \\ - - - - - -- I_ -- -- N - 10 3/4" w+de / \ I I \ - -- --- --{ I - -- - ---- 314 "plyhda \ I \ Rigid frame frm� 2 1/ P Ada ' FE[ I - / - - - - --- - - - --- T.S 1 /4'lx5'k5" 3/4" I m { 314" plytrim -- -- - --'- -- - ---- - - -- g \ det 4 / A -8 b 1/8" Ada ' - 7 118" wide \ / � Wood door w/ _ , insulated glass (typ) \ 1x6 plyhim 3/4" ply4lm ILL _ -- 41/4 "wide -- -- - - - _ - --- - - I a / \ I / / \ 3 /4"pWm - - _--- - _ -- - - -- -I - I 1w 9 1' I Y ty m 4 "\mde y 9 1/4" wde (typ) 1" piytrim - N o 8 3/4" Ada " ieanel (fYP) o Wood do 2 1 /2"wide o T ated glass (typ) T - - --- Z 1v:j I I I (N J _ Wood door w/ o / \ \ —. -- - / T - - - - -- insul insulated glass (typ) W PROJECT 10601 3/4" pMdm Hardipanel (tvp) 1 3/4" Ada Hardipaneltvp) - - - - -- - -- - - - - -- -- _ +13900' - First fl elev - -- +138 75' 1 RETAIL UNIT #2,3 - - -- Firstfl elev - -_ - -- - -- - -- - - -- -- e 7 - - - - - - - - -- - -- T - - - - - - - - -- - -- -- !-1 / -- - r - _ -- -- - -- - -- _- - RETAIL • I I i I r __, 4 •ENLARGED WEST ELEVATION �______ . , rr_ _ - 5 ENLARGED - - 3- - ENLARGED SOUTH ELEVATIOI�L -� _� j . RGED BAY ELEVATION PAGE'' 0r Jk it Y j I 1 I - I LLI_L - -� I i �� , �1 _ _ i j i i Iii I ' 1 ! j i 1 �I j I j 1 i _ I t_ 1 I I j m - -- - -- - -- q Second floor ---------- __ _ p m 11 1/4" wide , _ 11114 "wide -------- { - - - - -- /brickmold @top \ \\ - - - - - -- I_ -- -- N - 10 3/4" w+de / \ I I \ - -- --- --{ I - -- - ---- 314 "plyhda \ I \ Rigid frame frm� 2 1/ P Ada ' FE[ I - / - - - - --- - - - --- T.S 1 /4'lx5'k5" 3/4" I m { 314" plytrim -- -- - --'- -- - ---- - - -- g \ det 4 / A -8 b 1/8" Ada ' - 7 118" wide \ / � Wood door w/ _ , insulated glass (typ) \ 1x6 plyhim 3/4" ply4lm ILL _ -- 41/4 "wide -- -- - - - _ - --- - - I a / \ I / / \ 3 /4"pWm - - _--- - _ -- - - -- -I - I 1w 9 1' I Y ty m 4 "\mde y 9 1/4" wde (typ) 1" piytrim - N o 8 3/4" Ada " ieanel (fYP) o Wood do 2 1 /2"wide o T ated glass (typ) T - - --- Z 1v:j I I I (N J _ Wood door w/ o / \ \ —. -- - / T - - - - -- insul insulated glass (typ) W PROJECT 10601 3/4" pMdm Hardipanel (tvp) 1 3/4" Ada Hardipaneltvp) - - - - -- - -- - - - - -- -- _ +13900' - First fl elev - -- +138 75' 1 RETAIL UNIT #2,3 - - -- Firstfl elev - -_ - -- - -- - -- - - -- -- e 7 - - - - - - - - -- - -- T - - - - - - - - -- - -- -- !-1 / -- - r - _ -- -- - -- - -- _- - RETAIL • I I i I r __, 4 •ENLARGED WEST ELEVATION �______ . , rr_ _ - 5 ENLARGED - - 3- - ENLARGED SOUTH ELEVATIOI�L -� _� j . RGED BAY ELEVATION PAGE'' 0r Jk it _ i � I � � - r 805 -807.2 TABLE 8-A, TABLE 8 -B 2. The textile wall covering shall meet the acceptance criteria of UBC Standard 8 -2 when tested using a product mounting sys- tem, including adhesive, representative of actual use. SECTION 806 — INSULATION Thermal and acoustical insulation installed on walls or ceilings shall comply with Section 707. SECTION 807 — SANITATION 807.1 Floors and Walls in Water Closet Compartment and Showers. �- j a&14o 3L t00rf5 807.1.1 Floors. In other than dwelling units, toil CI room flolors shall have a smooth, hard nonabsorbent surface such as portland cement, concrete, ceramic file or other approved material that ex- tends upward onto the walls at least 5 inches (127 mm). 807.1.2 Walls. Walls within 2 feet (610 mm) of the front and sides of urinals and water closets shall have a smooth, hard non- absorbent surface of portland cement, concrete, ceramic file or other smooth, hard nonabsorbent surface to a height of 4 feet 1997 UNIFORM BUILDING CODE (1219 mm), and except for structural elements, the materials used in such walls shall be of a type that is not adversely affected by moisture. See Section 2512 for other limitations. EXCEPTIONS: 1. Dwelling units and guest rooms. 2 Toilet rooms that me not accessible to the public and that have not more than one water closet In all occupancies, accessories such as grab bars, towel bars, pa- per dispensers and soap dishes, provided on or within walls, shall be installed and sealed to protect structural elements from mois- ture. 807.13 Showers. Showers in all occupancies shall be finished - as specified in Sections 807 1.1 and 807.1.2 to a height of not less i / gls than 70 inches (1778 mm) above the drain inlet. Materials other than structural elements used in such walls shall be of a Type that is not adversely affected by moisture. See Section 2512 for other limitations. 807.1.4 Shower doors. For shower doors, see Sections 2406.4 and 2407. 807.2 Water Closet Room Separation. See Section 302.6 for requirements to separate water closet rooms. ACCESSIBILITY DESIGN FOR ALL PUBLIC TOILET ROOMS UNOBSTRUCI Public toilet rooms should be located so as to be found easily, and to minimize physical stress and travel distance. In addition to adequate clearance *LOOP TYPED through doorways, careful attention must be given to the provision of sufficient wheelchair maneuvering space through vestibules and partitioned entrance ACCESSIBLE spaces. The interior of the room must allow space for a wheelchair user to gain access to all olthe facilities, and to turn full circle All mechanisms must be reachable and operable by persons who have reach and manipulative limitations. Properly utilized, the clearance underneath fixtures can be Included as part of the unobstructed floor space, thus reducing UNOBSTRUC' room size. In public toilet rooms with numerous fixures, it is best to locate the accessible fixtures where the ACCESSIBLE wheelchair, or persons using walking aids, will not obstruct access to other fixtures. In toilet rooms used predominantly by children, fixture heights should be appropriately adjusted. The drawing on the far right of the facing page il- *PRIVACY SCE lustrates the permissible overlap of fixtures and unobstructed floor space for a toilet room with one water closet. The drawings of alternate vestibule arrangements demonstrate recommended solutions - ACCESSIBLE that do not create the physical hardship of passing through two doorways. Note- It is important that fixture placement and sizes comply strictly with the regulations, since de- UNOBSTRUC viations can cause serious problems in use and safety. 55° m,n. wi,hwAJI- mnunled UNOBSTRUCTED 48" FLOOR SPACE min VEST B az ALTERNATIVES mm An Illustrated Handbook 1105.22 Toilet Facilities. Toilet facilities located within accessible dwelling units, guest rooms and congregate residences shall comply with Sections 1106.11 and 1106.27. EXCEPT /ON: Within accessible dwelling units, only one toilet facility need he accessible In each toilet facility in other occupancies, at least one wheelchair accessible toilet stall with an accessible water closet shall be provided. In addition, when there are 6 or more water closets within a toilet facility, at least one ambulatory accessible toilet stall complying with Section 1106 114 shall also be installed Where urinals are provided, at least one urinal shall be accessible 1105.2.3 Lavatories, mirrors and towel fixtures. At least one accessible lavatory shall be provided within T- 0 3 h 4,C (FORWARD APPRO CH) any toilet facility. Where mirrors, towel fixtures and other toilet and bathroom accessories are provided, at least one of each shall be accessible 1106.11 Bathrooms, Toilet Rooms, Bathing Facilities and Shower Rooms. 1106.11.1 General. Bathrooms, toilet rooms, bathing facilities, and shower rooms shall be designed in accordance with this section. For dwelling units, see also Section 1106 27. 1106.11.2 Unobstructed Floor space. An unobstructed floor space shall be provided within bathrooms, toilet rooms, bathing facilities and shower rooms of sufficient size to inscribe a circle with a diameter not less than 60 inches (1525 mm). Doors in any position may encroach into this space by not more than 12 inches (305 mm). The clear floor spaces at fixtures, the accessible route of travel and the unobstructed floor space may overlap. rc W N Z w a ii FLUSH MECHANISM AWAY FROM 'e VWAAIL.31DE, o -- - - -- - I- - -- - _ ~ a " _ -_ - - - - -- — - -- - -- - -- - - - -- - - -- -- - - - 8' 1/2" Suspended ceiling @ B_01 - j � f - I -6 (Clear Inside) - 31-81, - 1-41/211 2'-g Suspended cellln9 @ 8' -0.. Towel I - G+?L 1g dispenser ' •-�� " . ;F fi LA � -� - _ i i co �/ iii I walls W/ gloss - �_ 1 - l -! '- "r -� i - �Li -r3- yJ l � , I + a T.P. Shelf " enamel - / - - - - I - - - - -- - _ - _- -- - - - - - __ _ __ _�,�_ -- - - -- -- - -- �/!�i7 C? -_ - orsiST.� - i -a R 3" - - - Grab bar rab bar ' Shelf `- - - - - MmrrefI T -,, -, 1- - - I7n� 1 W. / i It - mif=f - Lin R 2' b \ q o IMF ! �S�% 4 Ds = = z Z e " ~ F „ o I26 - I - - _ z�= . -- -- - - — - -- - -- �,t- £� -- - in _ ba eove - F o . o - - - - -- - I - - - Temperature shielding on drain (iyp)R =L I - - -- _ - - -' - 21� - L -.r°=' -,cam _ �- - - - -- - - -- - -- - - -- __ ! • + _ - Provide 2x Sheet vinyl floor Blocking for grab 6 bars, sink, mirror IrIY- - - � -- -� F ----- J - - - - 1 DECK/STAIR CON N, - 2- CAPFLAS- MING_�� 3 WALK/ �� --� ACCESSIBLE RESTROOMS -- --,�t� �'��"T '�. �- - - - e.��_ I �I S N d 0 Cap wall w/1 x fin (fyp , - - - - - -- - - - - - - - -- -- - r�" Plastic laminate Cap wall w /1x fin (typ) Plastic laminate - I Holtz elec recpt in backsplash i Horiz eiec re I c ash cp n ba kspl ®® - M rn�rn BIZ.TR�IT�J.�I_1j7. � fjOLC — - - - - I M / - - - - - o / I I \ - / I I \ I \- - - LJ W V! LL - I- 30" DW 24° 30" 24, 3D" DW 24" 30" 24" 24" J - i L --I I ;' i Range hood vent to Soffit from 2x's loft wall. Det 5/ A -10 w/1 /2" G.W.B. Soffit from 2.. 2xs / / G.W.B. Range hood vent to ]off wall -fir' _ - { I - - - -- - -- I � z — - - -- - - - - q- _ r ra0laf� Cl�• ui - - r ,�ulu�Ca, i _ , 'N' i 6D ��y l_L_ LL-1 J 11 ° Range Hood - Range Hood V Plastic laminate 0 Plastic laminate Q 00000 — 00000 7JO -7 r —�-y�---� __. �ya - - __ __I� =1sd 24° Range 24" Ref. 2B" _ ,c 24" 24" Ra e37 24° Ref. 28" �'-- -- 41 STAIR BASE - - - - -T75 STAIR - 4�, I -- TOP � r 6 `_�C >z GUARDRAIL -= _ = ,� p � KITCHEN ELEVATIONS - � - —� -- - - - -- - Q - — - -- -- - - - -- - a- - - - - - - - -- - -- - I - - - - -- - - - - -- - - LL, �- , LU - - -- _ J �_- f ( - I J IJ, 00 000 00 1� U r 1 azl_c- ,r r� e j - _� -N 000 2 it .\ K)— _ _ L, - W_� -��I - - - - - - -- — -- -- - - -- - l I , 1_ . —1 _ - ' C - - - -7 V C - -] — Imo. ,I7�1�� -7n, st: -1mT.N (�.—I n�lYyct — -- 111 Yl [----] I to .._ f� �I -- ✓,-L'"r.- .r..J1_ _ _ _ __ _ C —__] _ _ U _ PRODECT- -10601 — — f I -- _ - - - - - - - - - - - - - - - - - - - -- - - -- - - it - - - - -- 7 STAIR 1 SECTION (LOOKING SOUTH) -s::- _ -� r J81 STAIR 1 ELEVATION- -- 9 STAIR 1_ SECTION (LOOKING NORTH )L=- _,_��__ -�1 Project No. 15418 -98840 August 21, 1995 Premier Industries, Inc Page 8 i r The wall assembly was placed in the Laboratory's loadbearing test frame and 5/8" generation 3 (Type C) gypsum fire rated wallboard, manufactured as Type SG -C, 5/8" TE, by Standard Gypsum (24151bs/1000 sq. ft.) was installed, in a single layer, onto both the exposed and unexposed faces of the wall. The wallboard was secured to the OSB panel facers with PC cupped head drywall nails, 1 -5/8" long, fspaced 8" o.c. along the wall perimeter and 12" o.c., vertically and 16" o.c., horizontally. The joints in the gypsum wallboard were treated with joint compound and paper tape. The test wall was then instrumented with thermocouples across the unexposed surface. '��. THERMOCOUPLES All temperatures monitored on the unexposed surface of this wall assembly were measured using 24 GA., electrically- welded, Type K Chromel - Alumel, glass - glass insulated (Special Limits of Error: ± 1.1 °C) thermocouples, purchased with calibration certifications and lot traceability. To meet the requirements of ASTM E119, thirteen thermocouples were installed on the unexposed surface of the wall and covered with 6" x 6" x 0.40" thick dry, felted, mineral fiber pads, held in place with a small daub of silicone adhesive on each corner. These thermocouples were distributed across the unexposed surface of the wall at various locations (see Thermocouple Placement, Appendix B). TEST RESULTS AND OBSERVATIONS: FIRE EXPOSURE TEST The test wall, contained in a loadbearing frame assembly, was placed in front of the Laboratory's vertical wall furnace on August 15, 1995. A superimposed load of 22,000 lbf (2,200 lbf/ft) was applied at least 30 minutes prior to the test and maintained throughout the fire and hose stream tests. The thermocouple leads were then connected to the data acquisition system and their outputs verified. The laboratory air temperature was 80 °F, with a relative humidity of 74 %. At 9:14 a.m., the furnace was fired and the standard E119 time - temperature curve followed for a period of 60 minutes. The pressure difference between the inside of the furnace (measured by a pressure tap located approximately 1/3 of the way down from the top of the specimen, on the horizontal centerline of the furnace) and the laboratory ambient air, was maintained at — 0.03" of water column throughout the entire test, following the first five minutes of the test, which resulted in placing the neutral pressure plane at the top of the specimen. The test was witnessed by Mr. Jerry King, Premier Industries, Inc. PERMIT ®! -051 OA PO 11 O ORATOP 1 I, ep 6„ • I -3� I �� /�- -� I� i -��-= i P v r�� +�- _ - — - _ -7�- - -- - - - I ►� - erz7r �, r _ �_ a- - 6-)T 0 1SOMETRIC ' -_�rz _fN �-� �_'� I + 4 I �y�G - n�_'r" \ — : c�.1C`'of"/�t %t'`�1'�1' �f'i' `I —l1_ . / I Z/ V 11../1 _ V ' ( YI""L 1 •— , �.IV 'r -,Li.J I/."M V 1 p?tJG, PV;=.�INTI vro �x3F1" =1:-�IC�IC -+�IZ� •+ ! / + ��f�T NlWrJIT - _ \ \ e r. _•V'.• r- - �r1�X -- V�-1 lc-� -' _ �- S�CT�ON - - -. _ E- LE -U/aTl N .;s.,.` ., . i�r� "vlr.. 1 PARAPET -_ ' - - - _ - ,I , �; - - - 2 = PARAPET r sG: ,lf -I� 3 SCUPPER - - ��: -1 �z +.1 I - - -- -- 4 _ EAVE E -ROOF BEAM sG : II�z -1 �� I s N b O L q _< ` l =J lb l - ri co Cr 7 UTT I II 8A PUTT - -i 8B - 9 V1/A LL CAP > U z I i I I - I W �, 7 t �, II ji _ A P;:n� t��.t,P -P T r7 _ - J �_ .. 1, :_i 1z I -d I FRAME CLADDING 6 RAKE RIGID RA E 'Z - = oFZr.aj� \\ SS.F try+) - II Q I- -_ � / 17- �1=FIM A� R�tj -alb J U - _ - - - j - 7JG V?T �1 \ Jc7I�?T� i'�21rC�3l1GG, ,VSrf i�.Y }� -- ---- -- ` �}' O LL O a_ W?; oN _ ter✓ - - - - :��o �10 PARAPET -- /� Ik7✓=�*7- rv1YlEr b , - � - - J + _ I _ ��1 _ _ _ _ \ �[? Ux.1Gi�'i". Par•!\ � , _ _ _ I � i S, r- - + - I i �� _ �� „1'i .•� Qr - _ - �.�"E�✓� L�l7F �ri -t1' — - - - �v - I =� I i= - ��1-JtM'G�tt.�_hiG =c1 ?_t t11tEL7 = GS�Il IrJT _it�l� IMF lam' 1 Tra GCS, �✓€�- _ }1�L�If�CdJY. S�FJINC�= _ C$S� PLC( 7. �- Lfi�_ �L�i �/� �c _1 - Vctf =: s 1t`t�ii - z I Z t \• � 0 f TL) � La?t r_P w n:' P.,4• tom+=1 1 w _ „ a Iii -� 011� f� m _ UI v P__ 1 : Qi�'TJ �0, ST%�L G- .A Clcb 1 eTT Ave, Fly W J 1 I i 1 T .Z i U1 - - I -� to - 1 _j J. �llALtLj �. arc =�k� - -Y , Z �'� W _ - -- + L P'Or�l` C%1�`•(bhJ I� --- 11PJ_•-l>, - -- -- 1 -_ I`r:D. PLY'LL -F _ O. PLY" W to + --r o._1�`�" _ - - _ � • - - , 1:'' - +- _ . _ � `u �,t.�'J � ' � 7:75?17:� 7 1✓b= Z/o00' - -- 1- ' - - - - - -1 ' �'� I i- — — II 17 1, raa� IrJ r�L�r tee,- �L�F�:�"t`(h� / . 1 : - _ -� f?I � +U +,yl F'9 5� -1 - - - - =731�T A, �i -- - � - ire; 9' �, F L t-��k r>'. "' . I I <N'' '311•. _P_I -Y 'jJ"� 5 C�.I (60.G. ] IzJ- �`T INu✓ LZ_.14M'�* - - - -- o - Z� _L 15* I i. 075 vllc -t - � .-, _rAv h��l_vf� -� I =Z2�C_ 17�O,fiq I 31�i -r-�P` - Washers, UJtit Ewa r�(Ui,� I w ; hangers, Halls, holdowns,..and w ' Z - -- - -- - " _} I J � r "V1 Il�I all other III jw'_ pertinent hardware and G � r�µ fasteners in contact with a �L S I - - ; i - r �" pressure treated wood 1 -- shall f� -Z hot dipped �) 0 , D ni NwITII �u L10 galvani �Xl� �!?c -�. fJ I Z - z Q i - 1J P�+ in J a vl -- " -- ! ✓ TO. PLY oO - 1, U �p t . - - - -- - - - --� -- J ! - - - � - G � I � 'r — I � 13 �- ly ••_,' -�' + - B S . I. P WALLS - � - I -Z PROJECT 10'01 r aw d� r� w w A • 1 O 3 /�FTQ� PLY T3 <�CDIZ 11 WALL SECTION -- - - - - ---- � =- y�e'a -I'- 2 WALL SECTIOf�_.-_g_ =�' -_ 13 W ALL SECTIQN- - - -PAGE OE 1� D - - Rigid frame Stacking 'washer& dryer behind 14" deep soffit from see det f - 2x's w /1/2" G.W.B. Modular tub = ', ��- : ru �, giI dular tub Modular tub all panels _ wall panels wall panels - ' ;' i 1 - -- — / G.W.B w / - -- / / / / ! !__� \ \ , , ; , ,�... i7/ 0 semi -gloss enameli r `v LWB l x trim O O O a - T.P. 2'-6 25132 41 3 1/2` &17116" 3 1/2" 4'-3/4" 4 1132" 5 1/2" < < ; - -- res base res base -- - -- - -- - 2'-3 114" 12' -11 1 2" 2 -3 7 4" i" r o t a E \ \ 36 i < c a o. o 17' -6" APT Is BATH (S) - = - APT 1, BATH (N) I� r- r' APT 2$3 BATH (S) --- — _ - - �'____ ENLA GED STOREFRONT PLAN - ► -a - -- ' Rigid frame see dot - - I N S N d 1 0 b co co ion 5 w N N 3' -2 7/16" 2' -8 318" 3' -2 318" 2' -8 318` 3' -2 7116" W Q 4 3/4" 1 1/2" 1 1/2" 9 7/8" > 5 1/2" 4-1 1/8" 5 1/2" 8' -10 1/8" 5 1/2" 4-6 114" 5 1/2' '. 1 N Z LL WU) 4' -8 3/16" 9' -6" 5' -1 5/16" ENLARGED STOREFRONT PLAN - �� --�; o -, __j QU' -- - = - - - -- -- --- - - - - -- - - -- - 0 L4C4 CV � V M CV � O Z-3/4" 1' -3 4" 2' -10 3/16" 41-3/411 2' -10 3/16" Ill'-3/4`1 Z-3/4" 1' -4 3/4", - - - - I 11 5/8" 5 1/2" 4-1 1/8" 5 7 2" 1 8' -10 1/8" 5 1/2' 4' -6 1/4" 5 1 2" - -- - -- -- - - - -- - -- - - - - -- - - - - -'- - -- - - - 4' 8 3 16" 9' -6" 5' -1 5 16" A LLJ -- -- - APT l, 'ENLARGED! RGED' BAY PLAN. �r� - ►' �' -� J - - - -- - - i� - - -- - - - o _- 0 U cr- PROJECTI 10601 i Ai11 PAGE1 —11 CD Z�+/E,� P ju S p�jyi < 4 Y i " w ° � r = 2 9 n w 0 Z w ~ X e C ~ r ° ° O E O ° ° Y • O i O I A S N V 0 00 WWI Q Q --1 U _J LLJ U N w cn J VJ1 j 2 3 5 HIGH CAPACITY TRENCH DETAIL {(NOT TO SCAL.E)} J LLl i 4" Concrete slab r< O O a_ I I %; V r R 1'-4" R-8- 17, -, 17' 6' 8, -8" 5 -4, 4 0 \ \/\ corar rwrn� INAMMIL � wrap titter fabric outside of drain rock & aver infiltrator �.' �- - -' � - - -- _ prior tobackfliling �-- EXISTINGFRAME i 4r SHOP BUILDING I \ ,s. 138 29 %/ ! � 135.70 139.00 Downspout, TigMiine 10 Infiltrator /� A 11000 —P— .. � A 1 1 /2" washed drain rock Ir W New propane 4=;a S. Root drain — — `Dawnspoutto deck below tanks pipe to joists w/ fitter & overflow restaurant kitchen crawl space New 4" dam 7 ;o 12'X36° metal vent cover tai Collects gutter P.V,C. to new @ floor of deck above reshooms " '1 Q J -, q _S _S S—}- -S S S S S� —S S °' - New 6" diom sewer service, - T Control )finis (typ) ,� connect to exlshng service to @Lawrence 1 INFILTRATOR SECTION - - - -- w C I Downspout Tightline to Infiltrator slope 2 9'e min main sheet ( field verify location) 139.07 - � n^ 4" �-°" slab on grade m _ _ V �7 Z + h- B HIGH CAPACITY CHAMBER �� cable from 134.71 p� to deck below w eAst utility pole o w u w T_ _ s y z Y EXISTING HISTORIC BUILDING ,Z v (5) Ug infiltrator chambers _W _W W W Ug infiltrator 3 g - Op 75"x34'X16' EAst 314" water service, reroute as required chamber 4" dlam A.B.S. 134.55 @ bolt Downspout 75N34'X16" Control joints 5' -2° 12' -4" 5'•2" 6� 2" 136.00 @bolt Downspout. llghtline to infiltrator 0' -0" o.a(max) 140.09 A-1388.76 ioginfllirafor 138.96 138.96 139.00 P -- -139.00 139.46 11 139.67 138.55 i {INSPECTION PORT} i - � New t t s.w. 4" s.og. o sI n o ° .g. meet exisfing g r 1 I b 138.50 138.89 138.89 138,93 139,41 139.61 139197 138.75 Curb 0 0 0 O O O O iO.Curb ,40.D9 �� O.Cur ' n {� G I tD.z° INVERT i b' �� 6" In It rJI/- curb (typ) g•� � inted pes - 4 w New asphalt paving (EFFECTIVE LENGTH) Ld Ld Cone weal International symb of U o 2" painted snipe (typ) stop Itvp) access an paving a• , G / l PROJECT 10601 Ctd 138.50 60 / / / / / / / / /// 139.84 / / / / / / / / / POLK STREET Saw cut exlsflng paving, abut new paving at this fine R-A GRADING,DRAINAGE +UTILITY SITE PLAN = -- - - -r -_ 2 INFILTRATOR DETAILS �� .. PA�� OF z D I ACTRAM OF CoON7 ROLL I N6 MONUMENTS Cased Mon't ;Rebar, L5 23,111 o Bearing per E.E. Anderson Survey q for City of Port Townsend (unrecorded) O N32 °33'11 "W LQ Bearing per Vol. 21, Surveys, Pg. 170 a O N30 02858 "W Cased Mon't N cu M Rebar, no cap con north line of 6ARPISJ7 STRAP Centerline Course N51 °28'43 "E 885.47 550.50 For Plat of Winslow's Add. Vol. I, Plats, Pg. 12 and Vol. 21, Surveys, Pg, 170 � �•— 1171.,13 Calculated 117L16 per Anderson Cased Mon't Garfleid,. Centerilne 14.5 per plat, 14.40 survey Q M � rn o� U )T M r z Ii+ Gal'd 1201 X70.00 57 =� °28'57 "W 2051.13_ Centerline, this survey Lvi O (A O ►79 N Water Meter Concrete Paving Rebar, LS 2,1535 Corner Bears N27 °20'16 "W 0.83 (corner 0.20 Into paving) LOT 4 Rebar, L5 21535 Garner Bears N2q 057125 11W 1.27 (corner 0.14 into paving) z iQ 12.50' O LOT 3 Q Q° 4 _ X in Refer to Vol. 511, Deeds, N Pages Iq6, 147 No. 1044 Lawrence Street Tax Farce I 475300003 4,400 sq. ft. Div Gosed Mont I . r-y- a Notes This survey was prepared from a closed random traverse using a "Topton APL IA" total Station. This sUrvi:,y was prepared for the purpozc of locating, aescrroing ano setting monuments to mark the existing corners of the below described property. Determination of boundaries Is based on the following surveys. I. Volume 14, Surveys, Page 63 (Geodetic Control for the City of Port Townsend) 2. Unrecorded Survey prepared by E.E. Anderson for the City of Fort Townsend 3. Volume 21, Surveys, Page 170, for location of Polk 4 Garfield Streets 4. Plat of Winslow's Addition, Volume 1, Plats, Page 12 5. Plat of Nolton's First Addition, Volume 2, Plats, Page 25 An attempt to retrace the boundary between the Donatlon Claims of F.W. Pettygrove and A.A. Plummer and to determine the relationship of unplatted parcels adjoining Nolton's First Addition on the east was not successful due to illegible records. If access to legible records could be accomplished additional information relating to boundary dimensions and senior rights may be obtained and could create aalternative boundary locations. AFN 453346 Land DescrPt %/? Lot 3, except the east 15 feet and ail of Lot 4, Nolton's First Addition to the City of Port Townsend, Jefferson County, Washington. z x M POLK STREET 'Ef J 7,31 I.AWiMiGE STRUT Utility Pola A,uditor`s Gertif/eate Filed for record this day of 2003 at m In book _ of surveys at page of the request of Parrish Land Surveying. Auditor's Flle Number Jefferson County Auditor Deputy County Auditor Y 6 i N W O Vi Q of Rebor, LS 24535 O I Q S 7 Building Wall "Wild Goho" Q Restaurant 8 n n' N5q 028'57 "E 40.00 0.5' Sidewalk 115 15.00' 1 F ar, LS .7' I Fence Goncre::t; Block Buildings. I� Build(ng WaII I Given the lack of Idetailed dimensions on the Plat and lack of collateral information the line of occuptotion may represent the 'best evidence of the boundary Landscaped Court Yard I II I 1 Fence 0 Tree (typical) p8FF§Z h L=lffncJ sug7eying 142 KOWW LAKIE. PORT 7014N6F 4L WA 98388 (360) 379 -3044 — parriab roddsland com 551 028'57 "W 70.00 Paving LOT 2 b—cmdrtlp OT I 0 EURM — 12 /01A This map correctly represents a survey made by me or under my direction in conformance with the reopirements of the survey recording act at the request of 11c len .. G,.-nn, of Jefferson County; In 5erpLerribcPr, 2005. certificate no. L5 21535 Robert F. Parrish 5511028'57 "W -10.00 Record of Svrvey prepared at the request of He Ion 1. ounn Lot 4 $ part of lot 3, Nolton's Plrst Addition to Port Townsend Within Section 2, Township 30N., Range IN., W.M. Fort Townsend, Jefferson County. Washinaton C•2 JOB NO.: 30q -104 CAPP BY: rp GHK BY: BK REF: 004 SCALE: I" = 10' DATE: 4 -24-03 _ I IF 3 Q 1 N (Al @ N w cQu < M 0 la — � Q 6ARPISJ7 STRAP Centerline Course N51 °28'43 "E 885.47 550.50 For Plat of Winslow's Add. Vol. I, Plats, Pg. 12 and Vol. 21, Surveys, Pg, 170 � �•— 1171.,13 Calculated 117L16 per Anderson Cased Mon't Garfleid,. Centerilne 14.5 per plat, 14.40 survey Q M � rn o� U )T M r z Ii+ Gal'd 1201 X70.00 57 =� °28'57 "W 2051.13_ Centerline, this survey Lvi O (A O ►79 N Water Meter Concrete Paving Rebar, LS 2,1535 Corner Bears N27 °20'16 "W 0.83 (corner 0.20 Into paving) LOT 4 Rebar, L5 21535 Garner Bears N2q 057125 11W 1.27 (corner 0.14 into paving) z iQ 12.50' O LOT 3 Q Q° 4 _ X in Refer to Vol. 511, Deeds, N Pages Iq6, 147 No. 1044 Lawrence Street Tax Farce I 475300003 4,400 sq. ft. Div Gosed Mont I . r-y- a Notes This survey was prepared from a closed random traverse using a "Topton APL IA" total Station. This sUrvi:,y was prepared for the purpozc of locating, aescrroing ano setting monuments to mark the existing corners of the below described property. Determination of boundaries Is based on the following surveys. I. Volume 14, Surveys, Page 63 (Geodetic Control for the City of Port Townsend) 2. Unrecorded Survey prepared by E.E. Anderson for the City of Fort Townsend 3. Volume 21, Surveys, Page 170, for location of Polk 4 Garfield Streets 4. Plat of Winslow's Addition, Volume 1, Plats, Page 12 5. Plat of Nolton's First Addition, Volume 2, Plats, Page 25 An attempt to retrace the boundary between the Donatlon Claims of F.W. Pettygrove and A.A. Plummer and to determine the relationship of unplatted parcels adjoining Nolton's First Addition on the east was not successful due to illegible records. If access to legible records could be accomplished additional information relating to boundary dimensions and senior rights may be obtained and could create aalternative boundary locations. AFN 453346 Land DescrPt %/? Lot 3, except the east 15 feet and ail of Lot 4, Nolton's First Addition to the City of Port Townsend, Jefferson County, Washington. z x M POLK STREET 'Ef J 7,31 I.AWiMiGE STRUT Utility Pola A,uditor`s Gertif/eate Filed for record this day of 2003 at m In book _ of surveys at page of the request of Parrish Land Surveying. Auditor's Flle Number Jefferson County Auditor Deputy County Auditor Y 6 i N W O Vi Q of Rebor, LS 24535 O I Q S 7 Building Wall "Wild Goho" Q Restaurant 8 n n' N5q 028'57 "E 40.00 0.5' Sidewalk 115 15.00' 1 F ar, LS .7' I Fence Goncre::t; Block Buildings. I� Build(ng WaII I Given the lack of Idetailed dimensions on the Plat and lack of collateral information the line of occuptotion may represent the 'best evidence of the boundary Landscaped Court Yard I II I 1 Fence 0 Tree (typical) p8FF§Z h L=lffncJ sug7eying 142 KOWW LAKIE. PORT 7014N6F 4L WA 98388 (360) 379 -3044 — parriab roddsland com 551 028'57 "W 70.00 Paving LOT 2 b—cmdrtlp OT I 0 EURM — 12 /01A This map correctly represents a survey made by me or under my direction in conformance with the reopirements of the survey recording act at the request of 11c len .. G,.-nn, of Jefferson County; In 5erpLerribcPr, 2005. certificate no. L5 21535 Robert F. Parrish 5511028'57 "W -10.00 Record of Svrvey prepared at the request of He Ion 1. ounn Lot 4 $ part of lot 3, Nolton's Plrst Addition to Port Townsend Within Section 2, Township 30N., Range IN., W.M. Fort Townsend, Jefferson County. Washinaton C•2 JOB NO.: 30q -104 CAPP BY: rp GHK BY: BK REF: 004 SCALE: I" = 10' DATE: 4 -24-03 El I Nil EAST ELEVATION IIO.� N 3��ajli�DaJ TQI 00, �/j� r/ `i Y Z — i moo-- IWW3 71�7_ ==411 =.MR - - s11� WEST ELEV. fo�r�- � - �.�.; �,' =n -- - i T 11 NORTH ELEVATION I .J qt y �- rar,aar�rssrs.'. L_� I r k / SIC *� 3— - Ike ✓ / N. \ � � �' i N. it 774 LJ i -��- � �- -�- I rte;• 1,., / \\ /� ' � - - 4 • DEMOLITION 5it7PYc err QCs✓) �lL�l Cruel F] in WRA I I w ter'- -' _ ■ W. I J 11 _ l ■. ■: oar. 1T- r- �1l.1'I� ■�f��i��------- - -- - -p- t•� ■ ■ r il - �_ =�'i 37,�.��' to C2ah�Ili.IK:. a..Jli ■....N�■�.-I� ■ ■11 ■ �� ■■♦ 11 �.a r11NEE. EEIIti .�O�lO�Vi�WftfllllWaElEft� @��. ■ iih� ttuul SECTION AT KITCHEN (LOOKING • PART I - GENERAL 1.01 REQUIREMENTS: "GENERAL REQUIREMENTS' as defined in Section 0100 are binding on the work in this section. 1.02 EXISTING SITE: Existing site contains a the historic Gallus -Rutz building, a wood - frame structur 3. The ground floorof the existing structure is currently an operating restaurant, the Wild CoHo. The restaurant shall be kept in operation during the construction of the new portions of the complex. The owner will coordinate removal of existing out buildings and the living wall. 1.03 PROCEDURES: Demolition and construction procedures shall be reviewed and approved by the Owner's representative. 1.04 PROTECTIC N: A. Protectad�acent property from demolition and construction work with appropriate barriers or enclosures. Prevent dust and debris from spreading past area of work. B. Remove items noted to be salvaged by owner, store, and protect from damage. C. Protect items noted to remain from adjacentdemolition and construction work. Provide temporary bracing or shoring where required. PART 11 - PRODUCTS (Not utilized.) PART 111 - EXECUTION 3.01 SAW CUTTING: Saw cut slabs adjacent to slabs to be removed to ensure clean straightlinesto abutnew construction. 3.02 ELECTRICAL RELOCATION: Coordinate relocation of existing overhead electrical services of the Gallus -Rutz building as well as the adjacentframe shop. New services shall be underground. 3.03 MECHANICAL REMOVAL: A. Locate and protect water, and sanitary sewer connections to appropriate utilities. B. Replace existing 125 gallon propane tank with a smaller 55 gallon unit and locate adjacent to the west wall of the restaurant kitchen during the construction process. Reconnect propane system. C. Relocate 250 gallon oil tank to the west side of the restaurant kitchen during the construction process. Reconnect oil system. 3.04 STRUCTURAL DEMOLITION: A. Demolish existing storage structures on site, including concrete foundations, walks and landscaping In area of new construction. B. Carefully remove noted areas of Rutz building, below finished floor, in order to examine condition of sub - structure and foundation. 3.05 HAZARDOUS MATERIALS: If hazardous materials are encountered, notify Owner's representative immediately for direction - 3.06 PRE CONSTRUCTION WORK TO ADJACENT BUILDING: A. Secure construction easement and agreement with owner of adjacent building for the following modifications to his building necessary to accommodate the construction of the new building; 1. Relocate overhead power and telephone services. 2. Reconfigure roof drainage to discharge on adjacent property. 3. Make the following modifications to the adjacent building to accommodate the newconstruction; a. Remove projecting window sills on west side, block all openings in wall with concrete masonry units except for the attic vents. b. Remove parapet cap, modify top of wall as indicated on drawings to accommodate new wood cap and flashing. c. Modify canopy at south west comer of adjacent building to clear area for new construction. d. Selectively demolish the northernmost, approximately twelve lineal feet, of concrete masonry unitwall construction. Shore existing structure as required to protect it during the construction process. 3.06 WASTE DISPOSAL: Remove demolition debris from site and maintain safe, orderly work area. Dispose of debris in a legal manner at an approved land fill or salvage operation._ - SELECTIVE DEMOLITION NOTES AS N V$ O b 00 W 0 .L. (f) > U ZZ Fes-- W to w �_- _J W Q � O V O a- CL (n Q nnJLIJ Z O OQ G 0 W 0 U PROZ ECT 10601 D•1 J F- F-- Ll W U) 'iJ dot Yi - w r N s O f Z e r V e r u Z AS N V$ O b 00 W 0 .L. (f) > U ZZ Fes-- W to w �_- _J W Q � O V O a- CL (n Q nnJLIJ Z O OQ G 0 W 0 U PROZ ECT 10601 D•1 J F- F-- Ll W U) 1 _ "" 1" GROUND VC NF_f L T ILL 1" CLEAR I 2° COMP. DEPTH F GROUND FIR — EDGEOFEXI5TING CURB OR PAVEMENT I PER BACK BUR SPECIFIED TOPSOIL (SEE LEGEND) REMOVECONT REMOVE NON-DEGRAE MATE rL 1uNvrTI lvvLv LARGER THAN DIAMETER OF FOOTBALL FOR GROUNOCOVEK 12" LARGER FOR SHRUBS GRADE AT WHICH PLANT GREW IN NURSERY + 1.5" MOUND 501L TO FORM 4" HIGH IRRIGATION BASIN SPECIFIED TOP501L W/ FERTILIZER TABLET, 2 PER SHRUB, 1 PER GROUNDCOVER PLANTING PIT, SCARIFY SIDES t.OMPACl PI ANTING5011- UNDER KUUIUAU IUI'KLVLNI LiLI ILINU. APPLY TEA5POON'OSM000TE 14 -1414' BELOW ROOT MA55 OF E PERENNIAL, 2 TEASPOONS FOF EACH SHRUB 0 PROVIDE 2 SPARE LIP LINKS TO ADJUST Wl�__ONALLSIOEOOFTRUNK TENSION { 1' T" GRADEAT WHICH TREES TFEE GREW IN LOOP TI POSITION W!112 "CLEAR NURSERY +15' Existing tree (26) Rubus calyclnoldes ABOVE F.G. Keftfo ncalumxA.pbtanoldes" 2 "FERTILE MULCH 7 cal, mlammlied Q SCARIFY 51DE5 OF Slndletrunk- denseIVbrancl PLANTING PIT SHRUBS PEEL BACK BURLAP /REMOVE CONTAINER REMOVE NON- DEGRADABLE MATERIALS PLANTING MIX PER SPEC, WATER SETTLEBACKRLL THOUROUGHLY, AMEND W/ M015TUKE RETAINING POLYMER (1 CUP /C Y.). INSTALL (3) FERTILIZER TABS PER TREE 9" DEPTH EXCAVATED MATERIAL, RECOMPACT TO PRR /FNT9FTTI ING FILL SECTION AT PLANT BEDS 121 SHRUB / GROUND COVER PLANT IN 31 TREE PLANTIN G - - (27 C (t2 IN C (2) (9) (101 C n (3) n Gadheda shallon LIP COMMON NAME Wl�__ONALLSIOEOOFTRUNK I L _P 0 { 1' T" uJ TREES I.M1.1 LOOP TI POSITION W!112 "CLEAR Existing tree (26) Rubus calyclnoldes 10 Keftfo ncalumxA.pbtanoldes" Norwegk3n Sunset Maple 7 cal, mlammlied Q B&B Slndletrunk- denseIVbrancl SHRUBS -- #5 "CHAINLOCK" NYLON TREE o I,r Comus stolonlfeua "KellseN" Dwarf strawberry Tree 2 gaL TIES- ADJUST HEIGHT AS M = 31 Gaulttnerla drion I Hydrangea anomolo F °a 0 v - DIRECTED - STAPLE TIES TO w ri w 6 F DekwW Osmonlhus — 5 gal. 3a• m -. lit. STAKES TO HOLD VERTICALLY < � I GROUNDCOVERS & VINES >LU< 12 liydfangea anomalla pefloimis Climbing Hkkmgea 2 gal. Z DIA FIR STAKES � m 160 Rubes calycinoWes Creeping Thlmbleberry I gal. 240 O.C. hbngWar Min. (5) 44ong runners =z< Dz mo Q 7.-- � FILL SECTION AT PLANT BEDS 121 SHRUB / GROUND COVER PLANT IN 31 TREE PLANTIN G - - (27 C (t2 IN C (2) (9) (101 C n (3) n Gadheda shallon BOTANICAL NAME COMMON NAME I 4 I L _P 0 { 1' T" uJ TREES I.M1.1 K Existing tree (26) Rubus calyclnoldes 10 Keftfo ncalumxA.pbtanoldes" Norwegk3n Sunset Maple 7 cal, mlammlied Q B&B Slndletrunk- denseIVbrancl SHRUBS I,r Comus stolonlfeua "KellseN" Dwarf strawberry Tree 2 gaL Contairm Dense and vigorous growh 31 Gaulttnerla drion I Hydrangea anomolo F °a 0 v 2 gal. Container —ALI (12) Rubes colycinoides (6) Osmanlus delavayl (10) Rubes calychoides (9) Comas sioloie (20) Rubus calyclnoides I 10.00 6 F DekwW Osmonlhus — 5 gal. 3a• m -. lit. Dense and vigorous growth GROUNDCOVERS & VINES 12 liydfangea anomalla pefloimis Climbing Hkkmgea 2 gal. Container Min. (5) 44ong runners 160 Rubes calycinoWes Creeping Thlmbleberry I gal. 240 O.C. hbngWar Min. (5) 44ong runners tubus calychoides \\ (1) Acer truncatum (6) Comus sldoniferc (4) GauBherla shallot leer truncatum Rubus calychoides 4 •'h 4�." _ •� •% •� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ LANDSCAPE PLAN - ____�: ,= 1--- - - - - -- 0 1/2 DIA. FPDVIDE25FAIZE K0015Ai I LINKS TOADJO5T 11 IP ,InN TREE STAKE FOSITION TIE W , 1 1Z° CLEAR ON ALL SIDES OF TRUNK PLAN VIEW QUAN BOTANICAL NAME COMMON NAME MIN, SIZE COND. REMARKS uJ TREES I.M1.1 K fl 10 Keftfo ncalumxA.pbtanoldes" Norwegk3n Sunset Maple 7 cal, mlammlied Q B&B Slndletrunk- denseIVbrancl SHRUBS 15 Comus stolonlfeua "KellseN" Dwarf strawberry Tree 2 gaL Contairm Dense and vigorous growh 31 Gaulttnerla drion Sala) 2 gal. Container Dense and vigorous growth 6 Osmantus dekwW DekwW Osmonlhus — 5 gal. 3a• m -. lit. Dense and vigorous growth GROUNDCOVERS & VINES 12 liydfangea anomalla pefloimis Climbing Hkkmgea 2 gal. Container Min. (5) 44ong runners 160 Rubes calycinoWes Creeping Thlmbleberry I gal. 240 O.C. hbngWar Min. (5) 44ong runners PLANT SCHEDULE • PLANT COUNTS, QUANTITIES OR AREA CALCULATIONS INDICATED ON PLANS ARE FOR CONTRACTOR'S CONVENIENCE ONLY. CONTRACTOR SHALL 13E RE5PON5I13LE FOR HIS /HER OWN FINAL PLANT COUNTS. 1 • PROVIDE ARCHITECT 48 HOURS NOTICE FOR INSPECTIONS REQUIRED HEREIN. 1 • PROVIDE 5UBGRADE SEVEN INCHES 13ELOW FINISH GRADE5INDICATED ON PLANS. ENSURE THAT 5U6GRADE IS FREE - DRAWING AND } COMPACTED NO GREATER THAN 85% OF DRY DENSITY AND NO LESS THAN 70% OF DRY DENSITY. ALL ROCK AND DE13RI5 GREATER THAN 314" IN 1 ANY DIMENSION SHALL DE REMOVED FROM WITHIN 3" OF TOP OF 50GRADE IN ALL PLANTING AREAS PRIOR TO PLACING TOP501L OBTAIN ARCHITECTS APPROVAL OF 5U13GRADE PREPARATION PRIOR TO PLACING TOPSOIL. SIX -INCH DEPTH OF TOPSOIL SHALL 8E PLACED IN ALL PLANTING 8ED5 IN ADDITION TO TOP501L FOR PIT PLANTINGS AS SHOWN ON DETAILS. TOPSOIL SHALL DE THREE -WAY MIX CON515TING OF 1/3 WASHED BUILDER'S 5AND,1 /3 COMPOSTED YARD WASTE AS SUPPLIED BY CEDAR GROVE (OR APROVED EQUAL), 1/3 SANDY -LOAM (1/2" PARTICLE 5IZE MAXIMUM). • SUBMIT SAMPLE OF PROPOSED TOP501L MIX AND MULCH FOR ARCHITECTS APPROVAL PRIOR TO PLACEMENT. i • OBTAIN ARCHITECTS APPROVAL OF TOPSOIL FINISH GRADE PRIOR TO EXCAVATING FOR PIT PLANTING. PLACE PLANT MATERIAL ON TOPSOIL FIN15H GRADE IN HORIZONTAL LOCATIONS AS DESCRIBED ON PLANTING PLAN. OBTAIN ARCHITECT'S APPROVAL OF PLANT PLACEMENT PRIOR TO INSTALLING PLANT MATERIAL. 1 FERTILIZER TABLES TO BE PACIFIC -AGRO "PLANT- TABS" OR APPROVED EQUAL MOISTURE-RETAINING POLYMER TO DE BROADLEAF P4 OR APPROVED EQUAL LOOSE OR CRACKED ROOT13ALL5 WILL NOT BE ACCEPTED FOR PLANTING. 015TAIN ARCHITECT5 APPROVAL OF PLANT MATERIAL PRIOR TO INSTALLATION. • ALL PLANTS TO CONFORM TO USDA STANDARDS FOR GRADING PLANT MATERIAL • WATER ALL TREES & SHRUBS BY FLOODING TWICE WITHIN THE FIRST 24 HOURS AFTER PLANTING. WATER & MAINTAIN ALL PLANT MATERIALS AND PLANTING AREAS THEREAFTER UNTIL FINAL ACCEPTANCE OF ENTIRE PROJECT DO NOT PRUNE PLANTS UNLESS REQUIRED BY ARCHITECT. PLANTS SHALL 5E INSTALLED PLUMB AND SHALL REMAIN SO AFTER WATERING IN. RAISE AND REPLANT ANY PLANTS WHICH SETTLE MORE — THAN 1" AFTER WATERING IN. PLANTING NOTES < < 4 x 3 a x � IA < YI w G a z s U x ; e ago i s u 1i S N V* O 4 QQ 1 - \ nr W l_ WW 0) Q LL_ >U z NZ W �__ Ll z w J Q H '_• O (� JI VO a- (f) Li W Q a- W a_ U 0 z Q w J f— w Lij _ (n u uJ S I.M1.1 K fl fye YF"J . Q7 £ � I < < 4 x 3 a x � IA < YI w G a z s U x ; e ago i s u 1i S N V* O 4 QQ 1 - \ nr W l_ WW 0) Q LL_ >U z NZ W �__ Ll z w J Q H '_• O (� JI VO a- (f) Li W Q a- W a_ U 0 z Q w J f— w Lij _ (n PROJECT 1 10601 L• 1 PAGE I OF 1 I I 1 fl I� I PROJECT 1 10601 L• 1 PAGE I OF 1 I NiAR 31 2CJ4 pin OFipWNSEND