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z �� 00 <br /> GENERAL SPECIFICATIONS: o <br /> CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS&BUILDING = a <br /> DIMENSIONS,&SHALL REPORT ANY VARIATIONS TO THE DESIGNER FOR m o <br /> RESOLUTION PRIOR TO CONSTRUCTION.WRITTEN DIMENSIONS SHALL <br /> TAKE PRECEDENCE OVER SCALED. <br /> COQES 2009 INTERNATIONAL RESIDENTIAL CODE(IRC 2009 o z <br /> WASHINGTON STATE ENERGY CODE(WSEC),2009 UNIFORM PLUMBING = " <br /> CODE(UPC),2009 INTERNATIONAL MECHANICAL CODE(IMC).AND ALL - Zi6 Qw <br /> OTHER APPLICABLE CODES. w <br /> STRUCTURAL (=X3TG• ROOF �� <br /> O� <br /> SEISMIC ZONE Di/D2 PER FIG. R301.2(2) &ENGINEERING O <br /> 7 `�cST�. 4x�} z.4�oc <br /> WINO (EXP. B) BASIC SPEED: 85 MPH PER FIG. R301.2(4) �! <br /> COMPONENT/CLADDING LOADS /TABLE R301.2(2) <br /> V PPEIz <br /> LOADING LIVE DEAD TOTAL LEVEL_ =c <br /> ROOF(OILOUND SNOW) 25 PSF 10 PSF 35 PSF <br /> ATTICS UNITED STORAGE 20 PSF 10 PSF 30 PSF <br /> ATTICS NO STORAGE 10 PSF 10 PSF 20 PSF `r /�J S Z4- F-� L <br /> DECKS(SEE R502.2.1) 40 PSF 10 PSF 50 PSF �+ IrQOO.fi< L tz-4 Esc 34�Co DF ++�jj <br /> EXTEMOR BALCONIES 60 PSF 10 PSF 70 PSF o <br /> FIRE ESCAPES 40 PSF (^} ) <br /> GUARDRNLSMANDRAOS 200 LOS AT TOP ANY DIRECTION <br /> GUARDRAILS IN-FILL 50 LBS APPLIED TO 1 SO.FT. <br /> PASS VEHICILE GARAGE 50 PSF IF ELEVATED 2,000 LB PT. <br /> ROOMS(NOT SLEEPING) 40 PSF 10 PSF 50 PSF A <br /> SLEEPING ROOMS 30 PSF 10 PSF 40 PSF <br /> GGo, Oc Z.xG<ToP <br /> STAIRS 40 PS£ 10 PSF 50 PSF Tq-AITG_ <br /> OR 300 LEI PT.LOAD ON 4 S0.IN. ----�G 8 L- - <br /> ALL BEAMS,GIRDERS,HEADERS,RAFTERS,&JOISTS TO BE HEN FIR <br /> NO.2 OR BETTER AS NOTED ON PLANS GLUED LAMINATED TIMBERS M <br /> SHALL BE MANUFACTURED&IDENTIFIED AS REQUIRED IN RITC A190.1 <br /> &ASTM 03737. LGVE.I_ $TUD VJA LI--. ��- WINooW <br /> ExsTG. So u'D \ <br /> PLYWOOD(1). LL ROOF N SUBFLOO13 SHEATHING PER 708.E w o o C� s H'T Heo. iA <br /> R503.2.1.G F WALL SHEATHING TAB PER TABLE R6023(3)&R602.3(4). m w <br /> SHEAILpNC FASTENERS PER TABLES R602.3(1)&(2 <br /> STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1). V o 5. <br /> WOOD IN CONTACT WITH CONCRETE,NEAR GROUND,OR WOOD EXPOSED <br /> TO WEAR"TO BE PRESSURE TREATED OR NATURALLY DURABLE <br /> WOOD PER R317. <br /> vJ/1Z-ZI Ih1.�J\ <br /> CONCRETE&RIDATt <br /> REBAR TO BE 60,000 PSI-GRADE 60 ASTM A706. WALL REBAR <br /> SHALL BE PLACED NO CLOSER TO THE OUTSIDE FACE THAN J4 THE r 7T h.I �,'._ LEa? s\�I1.iG-a o/ 1 FELT orz <br /> -7/I� <br /> WALL THICKNESS.REBAR COVER PER AC µ <br /> 318.FOOTINGS TO BEAR ON tz"-t o =op,r� coti�, Ai EpRw Sa m 'o53 <br /> 1500 PSF MINIMUM UNDISTURBED SOIL CONCRETE TO BE MINIMUM Fc lIySUL• 51..(+.g /sd !a•'oc>=.o�F s� <br /> L <br /> -2500 PSI O 28 DAYS(3,000 PSI FOR GARAGE/CARPORT SLABS, Z"oc r-I ELD u <br /> EXTERIOR PATIO SLAMS ON GIRADF,&WEATHER EXPOSED BASEMENT, <br /> FOUNDATION WALLS,PORCHES, AND STEPS W/5%-7%NR v'� p�•T�T PWT`. 7 rGi-.1. <br /> ENTRAINMENT).MINI"DESIGN EQUIV.FLUID PRESSURE= 35 PCF OR <br /> PER SOILS ANALYSIS. <br /> ExST"!oR-to FOPM IusJt_. <br /> Cool)c,61.t7GK <br /> USI'STRUCTURAL CONNECTORS OF EQUIVALENT STRENGTH MAY BE <br /> SUBSTITUTED FOR SMPSON HOLDOWNS,STRAPS,AND CONNECTORS <br /> St=GT 101J <br /> v <br /> u-0Off <br /> I <br /> C� <br />