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<br /> GENERAL `SPECIFICATIONS:
<br /> CONTRACTOR SHALL VERIFY AU.SITE CONDITIONS&BUILDING DIMENSIONS, - - 025 11
<br /> &SHALL REPORT ANY VARIATIONS TO THE DESIGNER FOR RESOLUTION
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<br /> TION
<br /> SCALED
<br /> CODES: 2012 INTERNATIONAL RESIDENTIAL CODE(IRC),2012 WASHINGTON - x • ;.:
<br /> STATE ENERGY CODE(WSEC),2012 UNWORN PLUMBING CODE(UPC),2012 3�e�n IS" 6,Ls a 1. iw
<br /> INTERNATIONAL MECHANICAL CODE(INC).AND AU.OTHER APPLICABLE - -
<br /> CODES.
<br /> STRUCTURAL `Il'f 3 al °'E
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<br /> SEISMIC ZONE 01/02 PER FIG.R301.2(2)&ENGINEERING H AUGEe 1• ca .TcoO FI�!o o/
<br /> (EXP.B) BASIC SPEED: 85 MPH PER FIG.R301.2(4). - - `.: )Stt FI=1.--r-
<br /> WIND
<br /> COMPONENT/CLADDING LOADS/TABLE R301.2(2)
<br /> I OAOING ' I IVE DEAD__ TOTAL
<br /> ROOF(GROUND SNOW) 25 PSF 10 PEP 35 PSF s//9 os VS oK %"cDX
<br /> ATTICS.UNITED STORAGE 20 PSF 10 PSF 30 PSF PLYvfp, st-ti�a�'NIU�' •S-
<br /> ATTICS NO STORAGE 10 PSF 10 PSF 20PSF - IZ ZxIL7zHF r1A��WjSd 6'"ocE cs�
<br /> DECKS(SEE R50Z2.1). 40 PEP 10 PEP 50.PSF IZ RAS,Z4"OC tZ"oc�IELv
<br /> EXTERIOR BALCONIES 40 PSF 10 PSF 50 PSF - - - - O
<br /> FIRE ESCAPES 40 PSF
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<br /> GUARDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTIONSQ.FT. - R-49 -Co 6AGN - - •
<br /> GUARDRAILS IN-FILL 50 LBS APPLIED TO 1 SQ.FT.
<br /> PASS.VEHICH E GARAGE 50 PSF IF ELEVATED 2,000 LB PT. - 2 A F-r r i n�F t-1(S•)1 bd-SA.�LG,
<br /> ROOMS(NOT SLEEPING) 40 PSF 10 PSF 50 PSF - _ '`..Cz�'0c) 4s-T.;�0 2p.F�..r=iz.
<br /> SLEEPING ROOMS 30 PSF 10 PSF 40 PSF - - 17.- VL ' —... - -
<br /> STAIRS - - 40 PSF 10 PSF 50 PSF - - L_ '.._.,_,)\ ' ... -
<br /> OR 300 LB Pt LOAD ON 4 SQ.IN. - - N 16H D E1.15Ir( y J H l H-�r_us ITV
<br /> IZ-38. - _ R-38,jMtU: l'At i;•:
<br /> ALL BEAMS,GIRDERS,HEADERS,RAFTERS,&JOISTS TO BE HEM FIR NO.
<br /> 0.1tC - ABov r=
<br /> 2 OR BtIILK AS NOTED ON PLANS.GLUED LAMINATED TIMBERS SHALL AaovBE
<br /> BE MANUFACTURED&IDENTIFIED AS REQUIRED IN AITC A190.1&ASTM - ` -
<br /> _ PLYWOOD INDEX: CD. ROOF&SUBFLOOR SHEATHING PER TABLE
<br /> R503.2.1.1(1). WALL SHEATHING.PER TABLE 0602.3(3)&R602.3(4). y `y
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<br /> SHEATHING FASTENERS PER TABLES R602.3(1)&(2).
<br /> STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1). - - / ¢- S
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<br /> WOOD IN CONTACT WITH CONCRETE,NEAR GROUND,OR-WOOD EXPOSED `� IL%0I.1-ma 6 -
<br /> TO WEATHER TO BE PRESSURE TREATED OR NATURALLY-DURABLE WOOD - P01.1Y whLL_
<br /> PER R317:. 51'OKE.G /-
<br /> CONCRETE&REBAR; Y_ ;� 'SUCPSa:.1 1-11. oR=/E�•
<br /> REBAR TO BE 60.000 PS1-GRADE 6Q ASTM A706.WALL REBAR SHALL 3,,k••••,--rt. )^ RFT R, t o roP PL,
<br /> BE PLACED NO CLOSER TO THE OUTSIDE FACE THAN Jf THE WALL swig,FP. - - #&III.I'A.ICL F L.04./
<br /> Sou�SI -K -Zxlo Z 'f F -
<br /> THICKNESS REBAR COVER PER AO 318.FOOTINGS TO BEAR ON 1500 - 4,
<br /> PSF MINIMUM UNDISTURBED SOIL CONCRETE TO BE MINIMUM rc=2500 - o/$ PPo 2 T' - 4 I z"Oc - - as l o{Z 11.c .S�,
<br /> PSI 0 28 DAYS(3,000.PSI FOR GARAGE/CARPORT SLABS,EXTERIOR - / \
<br /> PATIO SLABS ON GRADE,&WEATHER EXPOSED BASEMENT,FOUNDATION . _ f A -
<br /> WALLS PORCHES,AND STEPS W/5%-7%AIR ENTRAINMENT)..MINIMUM T - _ II __ _ — I \ s FACT&R.oU I x
<br /> DESIGN EQUIV.FLUID PRESSURE=35 PCF OR PER SOILS ANALYSIS. - 1 - I' /s -i 1 - - riI.I I /-"
<br /> USP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGTH NAY BE. : l - , s
<br /> SUBSTITUTED FOR'SIMPSON HCLDOWNS,STRAPS,AND CONNECTORS :.Sot2 F I.0 W/VtZI�T
<br /> zx10+�LHF DSF_,TOP PL-. Sc2EEl�lld
<br /> LAP SPLI Ct_S/
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<br /> - WALLT' JE BEb' vJ/R-ZI I415UL,.
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