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<br /> GENERAL SPECIFICATIONS: GENERALIZES §m§ F
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<br /> CONTRACTOR SHALL VERIFY AU.SITE CONDITIONS&BUILDING FOR WOWS NTH CPERADE OPENINGS MORE THAN - -
<br /> DIMENSIONS,&SHALL REPORT ANY VARIATIONS TO THE DESIGNER 72'ABOVE THE FLASHED GRADE OR SURFACE
<br /> FOR RESOLUTION PRIOR TO CONSTRUCTION.WRITTEN DIMENSIONS BELOW,THE LOWEST PART OF If CLEAR OPENING go oFll V . APP¢ove r 0¢ 0
<br /> SHALL TAKE PRECEDENCE OVER SCALED. SHALL BE 24'MEM ABOVE THE FLOOR Low 5 t..01,%.. ll hl 1 9 •
<br /> EXCEP110N5:FULLY OPEN ENDOWS WERE A 4 Ml u. /l�'o s¢ FtAs Y 41
<br /> " CODES: 2012 INTERNATIONAL RESIDENTIAL CODE(IRC),2012 SPHERE MAY NOT PASS THROUGH 1R MERE FALL t'I'
<br /> WASHINGTON STATE ENERGY CODE WSEC,2012 UNIFORM SHEAT NI}JC�
<br /> ( ) 2090 O K 12.3. 5 ARE PROVIDED PER WIN F I 6XSTc,R o0V
<br /> PLUMBING CODE(UPC),2012 INTERNATIONAL MECHANICAL CODE Z0B0 OR sot In 7v<Co�ZHF t z cub,S-P aoe-e.. •1I tag c
<br /> (INC),AND ALL 0111ER APPLICABLE CODES. BLK , Kt_,YS,Z. oc. 1 r______ J 1 �, NI c�
<br /> 9 PROVDE SAFETY GLASS PER RRC 8308. _� .�o ��€I 1_ - g °i
<br /> LOADING UVF DEAD TOTAL
<br /> ROOF(GROUND SNOW) 25 PSF 10 PSF 35 PSF SONDES TO BE DOUBLE PANEL,SHATTER Gtx(*4 oul ,4 4 Uzi _ 3
<br /> ATTICS UNITED STORAGE 20 PSF 10 P9' 30 PSF RESISTANT APPROVED EGO PLASTIC,LAMINATED rcIL1.R-38 srct AY Z"( 1-7fiE2 1
<br /> ATTICS NO STORAGE 10 PSF 10 PSF 20 PSF SAFETY GLASS,RUT TEMPERED GLASS SILO SO,.(HI 02=, FOAL U.1S'iL. FOAM_ sE.c.uRED-r
<br /> 35
<br /> DECKS(SEE R502.2.1 40 PSF 10 PSF 50 PSF HEAT-STRENGTHENED GLASS,CR WIRED GLASS EA.RAFTER-ro 1 T-6REEI.1 R=) TE)Ta..ST srUCTU.zL g it ^I
<br /> ) -roP PLATE K!/-5/E'X 4"LABS V
<br /> EXTERIOR BALCONIES 40 PSF 10 PSF 50 PSF PROM 4 TH 3:1 CURB(OR SELF PUSHING do
<br /> FIRE ESCAPES 40 P9' ASIX MRH 812 ITIS M PULE,OR PERst_. 1 O PLs.TE, tro'
<br /> GUARDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTION L i.e. SIT.0.4‘.0.lre o -LQ.P SPL.lc E s
<br /> MANlFAC1UAER NSTRl1C1KIN5� 1 5 s FELT ori / A\11.1. 4 6" ,
<br /> GUARDRAILS IN-FILL 50 LBS APPLIED TO i SQ.FT. 1:51.-1D6.va rcdt .
<br /> PASS.VEHICHLE GARAGE 50 PSF IF ELEVATED 2000 LB PT. HOSEBLABS TO BE BACKFLOW PREMIEN AND Ye.'6.ct6,-t'-(?. :.
<br /> ROOKS(NOT SLEEPING) 40 PSF 10 PSF 50 PSF FREEZE RESISTANT HYPE -"/1r."oso o2 u �� 6c5�'G,
<br /> SLEEPING ROOMS 30 PSF 10 PSF 40 PSF Yz`c-ox PI_.twoa y Zx4 STUDS lrp tG wAl.1.
<br /> STAIRS 40 PSF 10 PSF 50 PSF ut mlwc TIMI ANGI k C_I�CI_01xAL ! (.ct U. Ft sPRA`( a
<br /> HALING MUST BE REFECTED BEFORE Main EA.L u/ S_" L"O� a
<br /> CR 30o LB Pr.LOAD ON a SO.IN. Eodt•c-s tz'cc r: F04.4.. wsuI-.
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<br /> ALL BEAMS,ORDERS,HEADERS.RAFTERS &JOISTS TO BE HEM - 0 rt�,
<br /> FIR NO.2 OR BETTER AS NOTED ON PLANS.GLUED LAMINATED w ' 0 �/
<br /> TIMBERS SHALL BE MANUFACTURED&IDENTIFIED AS REQUIRED IN BATHROOM NOTES
<br /> AITC A190.1&ASTM D3737. MEMO(TUBS NO SHOWERS PER 8302.11. PART\c1•L so. oe_
<br /> PLYWOOD INDEX: CO. ROOF&SUBFLOOR SHEATHING PER TABLE 30'x30'MINIM GEAR SPACE N SHOVER.22' ovE s?(, lx'6Ty
<br /> R503.2.1.1(1). WALL SHEATHING PER TABLE R602.3(3)& ANNUM WOTH STONER DOOR TO CPR Toe GV:I isle.. H es,
<br /> R602.3(4).SHEATHING FASTENERS PER TABLES R602.3(1)&(2). OUTWARD F HINGED.30'LODE X 24'DEEP �.1m, SC,MRAY Foam, ATG..> L00 e
<br /> STRUCTURAL MEMBER FASTENERS PER TABLE 0602.3(1). CLEAR SPACE REQUIRE)OUTSIDE SHOVER DOOR. lusty ..,-
<br /> ENCLOSURES
<br /> ENCLOSURES TO BE SAFETY GLASS sxaT=. �— -.-1m Al TI
<br /> WOOD IN CONTACT WITH CONCRETE,NEAR GROUND,OR WOOD NONABSDWENT SURFACE UP B MIH SNORER. g 1N-�sT, ./ - / lY IY f
<br /> EXPOSED TO WEATHER TO BE PRESSURE TREATED OR NATURALLY USE CFIENT BONO CR CEIENT FIBER BONO. GcsT z -�JscS.
<br /> DURABLE WOOD PER 0317.. FOR TIE BACKING VAPOR BARAER NOT I r<"ec _
<br /> PERMITTED OEM W.P.AS AT EXT.WALL 2.5 I I e.xyf'6,
<br /> CONCRETE&REBAR; GM 910RFR MOW IES116CIOR.TUB OR ter.'4xre 1>F Lenac--2
<br /> RFBAR TO BE 60.000 PSI-GRADE 6Q ASTM A706.WALL REBAR 94040 CORIROL VALVES TO BE PRESSURE uew w,4 LL- I I
<br /> LxQ STUDS/ LIUS ol= COL'S,_ }
<br /> WALL HI PLACED NO CLOSER TO THE OUTSIDE FACE THAN 1f THE BALANCE L BEMANIIUM T ILMENGETS TYPE 1.6 s14EaTH t u6, I� a *�.$N'E� I m
<br /> WALL THICKNESS.REBAR COVER PER AD 318.FOOTINGS TO BEAR GAL PER 1)1191 YAXMIN TOILETS 15'CLEAR star 1 16 a s I a N
<br /> ON 1500 PSF MINIMUM UNDISTURBED SOIL CONCRETE TO BE SPACE REQUIRED.EACH 9CE FROM 1 OF TOILET score I to ExsTiv, rr 4.1
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<br /> MINIMUM F'c=2500 PSI 0 28 DAYS(3,000 PSI FOR &2H'CLEAR SPACE REQUIRED IN FRONT: v �� wAu_ c
<br /> GARAGE/CARPORT SLABS,EXTERIOR PATIO SLABS ON GRADE.& NSTALL 210 BLOCKING FOR TOWEL BARS UP I
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<br /> WEATHER EXPOSED BASEMENT,FOUNDATION WALLS.PORCHES,AND 4r ABOVE FLOOR OR BROW SRL HEIGHT F AT
<br /> STEPS W/5X-7X AIR ENTRAINMENT) MINIMUM DESIGN EQUIV. WIDOW INSTAL BLOCKING FOR TP.HOLDERS.
<br /> FLUID PRESSURE=35 PCF OR PER SOILS ANALYSIS. I
<br /> USP STRUCTURAL CONNECTORS CF EQUIVALENT STRENGTH MAY BE BEDROOM EGRESS WINDOW zR.-P ATE I I exs-re..,
<br /> SUBSTITUTED FOR SIMPSON HOLDOWNS,STRAPS,AND CONNECTORS FINISHED SILL TO BE 44'MAX.ABOVE Coll .. SLag \__
<br /> FLOI
<br /> MIN. NET OPENING BE 5.7 OR) fs_ / �+
<br /> MIN. (5.0 S.F. MIN. AT GRADE FLOOR), ,��J
<br /> 20''MIN. 1110TH, &24'MIN.HEIGHT. I I
<br /> SEGTIOII sca.l,E:vg=I1-o' 1
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