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21'-0' 17'-4" 14'-3" 15'-9' 8'-6" <br /> NOTES ©ACCESS WELL I 11'-1' i I 10' I HVAC DUCT VENT EXISTING <br /> (SEE DETAIL) El (SEE DETA{L) BUILDING STRUCTURE <br /> ALL DIMENSIONS ARE APPROXIMATE. CONTRACTOR `4117 OUTLINE. TYP <br /> SHALL VERIFY AND ADJUST FOUNDATION DIMENSIONS t0• OO <br /> TO MATCH BUILDING.STRUCTURE FRAMING WHERE 1 _ ' ' /_ 9 1 <br /> NECESSARY. %1,�o�—� L- — — !� .......-1--, ...._� .- —� <br /> FOUNDATION CONCRETE SHALL BE CONSIDERED I -WP1 j ---I_, ' I 4 l J L <br /> ROUGH-FORMED FINISHED CONCRETE AS SPECIFIED \ - SPIRAL STAIRCASE 7 <br /> } IN 03 30 00 (CAST-IN-PLACE CONCRETE). \L__ CORNER PILASTER, TYP LANDING. REINSTALL PILASTER, TYP �i Q Q <br /> SPIRAL STAIRCASE, NICD MIX 1117 • <br /> �`' B <br /> SLEEVES IN STEM WALL NOT SHOWN FOR CLARITY. S4.01 O © S4.01 S4.01 <br /> CONTRACTOR SHALL PROVIDE STAIRS WITH RAILING -- rn '�►' 7 -- MAT FOUNDATION <br /> AT FRONT AND SHALL MEET OSHAARREQUIREMENTS. LUMBER PORCH ENTRIES SSHALL -- I 7'-10" REINFORCE WITH <br /> BE PRESSURE TREATED. PROVIDE RAILING MEETING I I I EA WAY O.C. <br /> OSHA REQUIREMENTS ON PORCH OPPOSITE OF .:, EA WAY <br /> -- <br /> STAIRS. <br /> — F. Ta' & BOTTOM <br /> EXISTING DBL 4x6. REPLACE EXISTING TIMBER EXISTING p ^STEM WALL, <br /> POST. REPLACE W1111ITH POST WNEW 12x12 TIMBER BUILDING STRUCTURE // TW <br /> NEW 12X12 TIMBER POST(DOUG-AR No. 1), TYP FOUNDATION BEAM PERIMETER <br /> POST(DOUG-FIR No. 1) 4- ALL LOCATIONS <br /> IFOOTING, TYP j <br /> 1'-8' I I I I FIELD LOCATE N <br /> I" CHIMNEY <br /> v > o <br /> z. <br /> 1� FOUNDATION <br /> (SEE DETAIL) <br /> — Tp <br /> VENT, TYP E <br /> — <br /> (SEE DETAIL) "-4- <br /> 1 <br /> 1 O, I I I — <br /> VAULT CONNECTION <br /> PLATE, TYP /� <br /> 40 TEMP STAIRS SILL a, AI <br /> LO i Tr <br /> L - <br /> A 4.-0" <br /> o <br /> S4.01 VAULT WALL I <br /> in <br /> I I7- ± , <br /> - "v v <br /> VAULT CONNECTION PLATE L12" DEEP SUMP PIT o <br /> - AT CORNER SHALL USE (SEE DETAIL) <br /> I <br /> B 3/4"x12" HILTI H.A.S. irk <br /> 4r, <br /> THREADED RODS W/HILTI o, <br /> RE 500 EPDXY o <br /> M >r1—i1 u 11 111 I r— —— — J <br /> 7 $4.03 <br /> lir EQ. EQ. EQ. r-0° <br /> 3 TYP CONTRACTOR TO <br /> 4- PROVIDE TEMP STAIRS. <br /> $ o, (SEE NOTE) <br /> _- IN <br /> Z F- 1 141 <br /> 1 <br /> §p V _ * N •.- <br /> 4 _- Ll Ll <br /> O <br /> TEMP STAIRS SILL <br /> m , HVAC DUCT VENT <br /> �Y1P2 i <br /> 1 X (SEE DETAIL) _. . ' WP3I9 <br /> 1 <br /> I Ir la <br /> 2'-9" --� -- r I -.ti <br /> 1'-7' �/--�T i 4'� <br /> 1 1'-7" <br /> --—r— <br /> ' <br /> .4 11'-8' 41'-3" I 15'-5" 8'-6' <br /> g PLAN <br /> TSCALE IN FEET <br /> IF THIS DRAWING IS NOT 22"x34' SCALE ACCORDINGLY) 4 0 <br /> PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. <br /> d PND ENGINEERS,INC.IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED 52.01 <br /> 1 PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE y1V� , <br /> Port ofWEI .- CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAVANGS. ' DESIGNED OATS <br /> 1736 Pomt6 Avenue S.Su eeA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, .*f R''• 3 K. BURKE FEBRUARY 2016 WATERFRONT PLACE CENTRAL CIP N0. <br /> E ,. Srstde,Waelun6mm99134. THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF i" 3-8-003-02 <br /> y EVERETT P 206.624.1367 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY *: DRAWN�: CHECKED BY: WEYERHAEUSER BUILDING RELOCATION <br /> in ENGINEERS,INC. www:. . ' en.com n AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN ." o "' D. McDONALD C. WIEST PROJECT <br /> o P.O.�f BOX 538 f1WJ° /0 0fcA6 ISSUED FOR BID APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED °'a*E°'° FOUNDATION NO. TR-WH-2016-01 <br /> j EVEREIT,WA 98206 V AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT • APPROVED BY: <br /> mss.._ .:._T---.,__ <br /> . (425)259-3164 NO. GATE BY REVISIONDIRECTLY OR INDIRECTLY TO PND. 225116 PLAN i SHEET No. 12 of 21 <br />