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I <br /> GENERAL SPECIFICATIONS: <br /> CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS&BUILDING DIMENSIONS,&SHALL <br /> REPORT ANY VARIATIONS TO THE DESIGNER FOR RESOLUTION PRIOR TO CONSTRUCTION. o <br /> WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. <br /> CODES: 2012 INTERNATIONAL RESIDENTIAL CODE(IRC),2012 WASHINGTON STATE ENERGY z �q <br /> CODE WSEC),2012 UNIFORM PLUMBING CODE(UPC),2012 INTERNATIONAL MECHANICALS <br /> CODE IMC),AND ALL OTHER APPLICABLE CODE& o6 n <br /> STRUCTURAL, <br /> sISMIC ZONE DI/D2 PER FIG. R301.2(2) &ENGINEERING <br /> WIND (EXP. B) BASIC SPEED: 85 MPH PER FIG. R301.2(4) 8H <br /> COMPONENT/CLADDING LOADS/TABLE R301.2(2) B <br /> LOADING LIVE DEAD TOTAL <br /> ROOF(GROUND SNOW) 25 PSF 10 PSF 35 PSF <br /> ATTICS LIMITED STORAGE 20 PSF 10 PSF 30 PSF <br /> ATTICS NO STORAGE 10 PSF 10 PSI' 20 PSF <br /> DECKS(SEE R502J-I) 40 PSF 10 PSF 50 PSF <br /> EXTERIOR BALCONIES 40 PSF 10 PSF 50 PSF <br /> FIRE ESCAPES 40 PSF <br /> GUARDRAILS/HANDRALS 200 LBS AT TOP ANY DIRECTION <br /> GUARDRAILS IN-FILL 50 LBS APPLIED TO 1 SQ.FT. <br /> PASS VFJiICHLE GARAGE 50 PSF IF ELEVATED 2,000 LB PT. <br /> ROOMS(NOT SIIEEPING) 40 PSF 10 PSF 50 PSF <br /> SLEEPING ROOMS 30 PSF 10 PSF 40 PSF <br /> STAIRS 40 PSF 10 PSF 50 PSF m f3 <br /> OR 300 LB PT.LOAD ON 4 SQ.IN. s <br /> ALL BEAMS,GIRDERS HEADERS,RAFTERS,&JOISTS TO BE HEM FIR NO.2 OR <br /> BETTER AS NOTED ON PLANS GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED <br /> &IDENTIFIED AS REQUIRE)IN AITC A190.1&ASTM D3737. <br /> PLYWOOD INDEX: CO. ROOF&SUBFLOOR SHEATHING PER TABLE R503.2.1.1(1). <br /> WALL SHEATHING PER TABLE R602.3(3)&R602.3(4).SHEATHING FASTENERS PER <br /> TAUS R602.3(1)&(2). <br /> STRUCTURAL MEMBER FASTEWRS PER TABLE R602.3(1). <br /> MOOD IN CONTACT YdTH CONCRETE,NEATt GROUND,OR WOOD EXPOSED TO WEATHER TO <br /> Q <br /> BE PRESSURE TREATED OR NATURALLY DURABLE WOOD PER R317. :> <br /> J <br /> CONCRETE&REBAR: W <br /> MAR TO BE 60.000 PSI-GRAD 60 ASTM A706.WALL REBAR SHALL BE PLACED N <br /> NO CLOSER TO THE OUTSIDE FACE THAN)�THE WALL THICKNESS.REBAR COVER PER S PaE I <br /> A(]318.FOOTINGS TO BEAR ON 1500 PSF MINIMUM UNDISTURBED SOIL CONCRETE TO - Tws•,4s W}R: <br /> BE MINIMUM F'c=2500 PSI®28 DAYS(3,000 PSI FOR GARAGE/CARPORT SLABS, 2.s wms or016'0% <br /> TOR PATIO SLABS ON GRADE,&WEATHER EXPOSED BASEMENT,FOUNDATION 1 <br /> vVAPW BAvaaR Z 3- <br /> FROOFM MU <br /> LUID <br /> RESSLIPORCHES,AND STEPS W/5�7Y AIR ENTRAINMENT).M MMUM DESIGN EQUIV. � *W BAFRE 10 PROTWT MLMA110N O W <br /> FLUID PRESSURE=35 PCF OR PER SOILS ANALYSIS. AM PMW aTOGff CF%EKTUTIM ��W <br /> R 49 M191. <br /> AM IOm t GY1TMfR Li FCR J m <br /> USP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGTH MAY BE2.4REMIN /2d 0 264./. <br /> Q <br /> SUBSTITUTED FOR SWPSON HOEDOWNS,STRAPS,AND CONNECTORS xAi w/ <br /> (2)16a ^ 2.12 FAM:HRT <br /> O•T.26 GA. J <br /> R1m cm.UP 711Rax�1 °n1°R'w'c"-Mr.MAL W <br /> TTP 6 7RIIS aFASCIA m <br /> 0 z+'.�S15 xAL./164907H SM <br /> e <br /> RM 181556 b&t2 MOM BOM SDES <br /> T-1-11 SOW 0F C011IIt(2)K'1 MT-,-1,SM <br /> B0.7S./'NA9Q5.BOM <br /> sm <br /> /2'GVE <br /> 2d l'HRA 0 <br /> 21r— R-21 M324'e%L 7�/c HITS 0 <br /> �Y L,-O� <br /> R-21.ML �AM lac O.OL nes e <br /> MB6Y 16pL l 16 M rt1 NH 11G <br /> ��I.I�COB wI16 Ai�OG■.III t.l 11E <br /> FT 6d PT <br /> 6 tXL PT 801101 GIRT OOL <br /> sd <br /> 6 MSMUN 26 9xGALK +'CONC.418 OTTak GIRT <br /> IPF TFAIFID n waaaac <br /> o e xRa <br /> 4'OOIIRg G11f1 RASE FLkMADE 10 BE100 4'COMSQUEN <br /> ARSE GAWL BASE PRES MM:TEATM Im Mw�d <br /> FII 90AW Td <br /> F <br /> (RIDE <br /> R-10 9-48-EDGE QPoW <br /> NSULATI Q <br /> .'�. h1AA7101 �IomxO�• � r <br /> cs uc wc+.aw¢luno awl c rul.lm w c rtnl® o <br /> iB'OW COIOEIE „�_ A�0IG6 YI)[Y®®F G lF G•4 f M 900ui 6 MN® W <br /> FIWI�IO�F�V MEA.E 11®f$6 ME IO5 WA..0 ¢�f <br /> IDNL � i; <br /> e CD _ <br /> U ®� <br /> SLAB-EDGE SECTION POLE BLDG. SECTION 5V1E 1{=1•-a' FIRE BLOCKING <br /> PER ORIGINAL DETAILS PER ORIGINAL DETAILS ¢� <br /> Q $o <br /> CD <br /> 3 <br />