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<br /> GENERAL SPECIFICATIONS: GENERAL NOTES d OR rrlo
<br /> FOR WINDOWS WITH CPERABLE OPENINGS MORE THAN z •. o,n
<br /> CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS&BUILDING r%n
<br /> IMENSIONS, &SHALL REPORT ANY VARIATIONS TO THE DESIGNER 72 ABOVE THE FINISHED GRADE OR SURFACE d gC P1R
<br /> I)R RESOLUTION PRIOR TO CONSTRUCTION.WRITTEN DIMENSIONS BELOW,THE LOWEST PART CF THE CLEAR OPENING fzoeDFIKV.,. APPKovcs Poe_ Fa ,n,
<br /> SHALL TAKE PRECEDENCE OVER SCALED. SHALL BE 24'MINIMUM ABOVE THE FLOOR. Low S L.o P E -- z$' w'cc'
<br /> EXCEPTIONS FULLY OPEN WINDOWS WHERE A 4" i lir..,--111k9 -4
<br /> CODES: 2012 INTERNATIONAL RESIDENTIAL CODE(IRC),2012 SPHERE MAY NOT PASS THROUGH OR WHERE FALL r til u, 7/Lc;O 5%. FL.AS!}
<br /> WASHINGTON STATE ENERGY CODE(WSEC), 2012 UNIFORM PREVENTION DEVICES ARE PROVIDED PER ASTM F s W F-AT,411.-1C- -- ' T4.ROOF m 2g
<br /> PLUMBING CODE(UPC),2012 INTERNATIONAL MECHANICAL CODE 2090 OR R612.3. So...1 d z.><!o=2V41=° 1 Z ife6,s-T COG"' 4I cecx n
<br /> (IMC),AND ALL OTHER APPLICABLE CODES. 6LLC`G• Ez[-'T¢S. Z4 oc I F- > o
<br /> PROVIDE SAFETY CUSS PER IRC R308. 1✓ 1 N. N rn
<br /> LOADING LAVE DEAD TOTAL - �1 _ _ - _ `'°�\'►'��I I _o
<br /> GU-TTSK.. o•S "�= _ N3
<br /> ROOF(GROUND SNOW) 25 PSF 10 PSF 35 PSF SKYLIGHTS TO BE DOUBLE PANEL SHATTER Ix FAc.LA • I LU2.ro
<br /> ATTICS UNITED STORAGE 20 PSF 10 PSF 30 PSF RESISTANT APPROVED RIGID PLASTIC,LAMINATED 7.414.1L1.1Z-3g srIE . Zx�, r-loroCCL W
<br /> ATTICS NO STORAGE 10 PSF 10 PSF 20 PSF SAFELY GLASS,FULLY TEMPERED GLASS, su•.�vsou HI ort=, Fac.,,,,.. 1LLS'4L. (FOAM- SECURED To
<br /> HEAT-STRENGTHENED GLASS,OR'WIRED GLASS E P.B e.F't E2-ro 1T-6R O. oR- C 0 m
<br /> DECKS(SEE 0502.2.1) 40 P$F 10 PSF 50 PSF CXjj�TG.STI=L1GTU.z-
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<br /> EXTERIOR BALCONIES 40 PSF 10 PSF 50 PSF PROVIDE 4'MINIMUM CURB(OR SELF FLASHING ro P PLATE DBLrTOP PLATE W/VIS"S A-"L-. .6 s U Nm UGi
<br /> FIRE ESCAPES 40 PSF ASSEMBLY WITH 3:12 MINIMUM PITCH OR PER L.-es...''' s1o11.t re o 13L, OA" FL
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<br /> GUARDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTION MANUFACTURER INSTRUCTIONS). ,
<br /> GUARDRAILS IN-FILL 50 LBS APPLIED TO 1 SQ.FT. I 5.4 FELT.. o+Z Zr • n\LLL. 4 g"
<br /> SL.-.1:,2i,.W rt6t-
<br /> PASS.VEHICHLE GARAGE 50 PSF IF ELEVATED 2,000 LB PT. HOSE Bien TO BE BACKFLOW PREVENTION AND �,S YL"6„,./s,-r-fp. F'±'-'
<br /> ROOMS(NOT SLEEPING) 40 PSF 10 PSF 50 PSF FRLta RESISTANT TYPE ' -'71(..."©S L3 0lz. 1=x.76,
<br /> SLEEPING ROOMS 30 PSF 10 PSP 40 PSF 'rec_ox PLv.,../400 / z�`4 STUDS ICC'CC'. ...,5 wAL-...
<br /> STAIRS 40 PSF 10 PSF 50 PSF ALL-H�.Q0W11S FRAMING ANl7TOIi$�LSNEARWALL I,lAcL of/E.1,G" ? �� r
<br /> hLILl: 2-Z-1 SPQA�(
<br /> CR 300 LB PT.LOAD ON 4 S0.IN. NAILING MUST BE INSPECTED BEFORE COVERING ETXo ES tz"O . r. co6AM1 1L1SOL.
<br /> FrELt7' -.,a , Si lP6 D f 7 '2-, e
<br /> ALL BEAMS,GIRDERS,HEADERS,RAFTERS,&JOISTS TO BE HEM ..,:a 13 �I ,p
<br /> FIR NO.2 UMBERS SHALLB ITER AS NOTED ON PLANS.GLUED LAMINATED
<br /> &IDENTIFIED AS REQUIRED IN LE EE SI• iWAI_L Q D h 01 G•C71 y D 2'
<br /> BATHROOM NOTES SC1-1 EL))
<br /> RITC A190.1 &ASTM D3737. FIREBLOCT(TUBS AND SHOWERS PER 0P/cR'T'1 cIL_ Wa. oe=
<br /> PLYWOOD INDEX: CD. ROOF&SUBFLOOR SHEATHING PER TABLE 30x30'MINIMUM CLEAR SPACE M SHOWER 22' ovL_e. SAs-rs• E"b-iz' .Oma_
<br /> R503.2.1.1(1). WALL SHEATHING PER TABLE R602.3(3)& MINIMUM WIDTH SHOWER DOOR TO OPEN DE CK1&le. LUZC. �'$
<br /> 'SL.KL. �y 11.1. I.-38 Hr.a6RS M.s TG.FL_oo MB.
<br /> R602.3(4).SHEATHING FASTENERS PER TABLES R802.3(1)&(2). OUTWARD IF HINGED.30'WIDE X 24'DEEP d SRYtAN 1---,06,M, -
<br /> STRUCTURAL MEMBER FASTENERS PER TABLE 06023(1).
<br /> CLEAR SPACE REWIRED OUTSIDE SHOWER ODOR ) d _,
<br /> ENCLOSURES TO BE SAFETY GLASS. -/ )- ,N5cf1_.:j - II �� N
<br /> H000 IN CONTACT WITH CONCRETE,NEAR GROUND,OR WOOD NCNABSCROENT SURFACE UP 6'WITH SHOWER. to 1"-.. /
<br /> EXPOSED TO WEATHER TO BE PRESSURE TREATED OR NATURALLY USE CEMENT BOARD OR CEMENT FIBER BOARD IQ 1A^.Js'C. - ,�� ;'J,648,-f `�,�.T �'T :' '
<br /> % G>SS Zl'(. ,.,,,,,,
<br /> FOR TILE BETIIHC.VAPOR BARRIER NOT Exl'6
<br /> DURABLE WOOD PER R317. 1. i "oc
<br /> PERMITTED BEHIND W.P.GWB AT IXT.WALL 2.5
<br /> CONCRETE&REBAR; GPM SHOWER FLOW ftESTRIC701R:NExaT4..4 xvo
<br /> B OR LE-DGE •
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<br /> REBAR TO.BE 60.000 PSI-GRADE 60 ASTM A706.WALL REHAB SHOWER CONTRCL VALVES TO BE PRESSURE 4-1,Ew c./A A.L.L- I .
<br /> SHALL BE PLACED NO CLOSER TO THE OUTSIDE FACE THAN,14 THE BALANCE OR THERMOSTATIC MIXING TYPE 1.6 Lr4 S-U1: Lius o1=t coL,s,
<br /> WALL THICKNESS.REBAR COVER PER ACI 318.FOOTINGS TO BEAR CAL PER FLUSH MAXIMUM TOILETS 15'CLEAR slbl 4.1T�1-1 I L6 I I ' exs-re,,..4 JEw - J�yj 6V `r1W 6 m ?,
<br /> ON 1500 PSF MINIMUM UNDISTURBED SOIL.CONCRETE TO BE SPACE REQUIRED.EACH SIDE FROM R OF TOILET r,tSose€ I n Il 'r�
<br /> to - ' I�u I, Et
<br /> MINIMUM F'c=2500-PSI 0 28 DAYS(3,000 PSI FOR &21'CLEAR SPACE REWIRED IN FRONT. VK L,�- - c-o- c, 04 .t I o a
<br /> GARAGE/CARPORT SLABS,EXTERIOR PATIO SLABS ON GRADE,& INSTALL 2x1D BLOCKNG FOR TOWEL BARS UP I (-4 v w,a,, "Ti
<br /> STEPS W/57.-THER 7%AIR ENTRAINMENT).MINIMUM D SIGN EQUIV.
<br /> AND 48-ABOVE FLOOR CR BELOW WINDOW.INSTALL BMOC FOR TP.HEIGHT IFS T I srp ,/4� / 0 5'T'�7N7i /y i
<br /> FLUID PRESSURE=35 PCF OR PER SOILS ANALYSIS. FFSYf.A��• �/'�Cl'� fTJ
<br /> USP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGTH MAY BE BEDROOM-EGRESS.WINDOW PR.'T e ; I
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<br /> SUBSTITUTED FOR SIMPSON HOIDOWNS,STRAPS,AND CONNECTORS FINISHED SILL TO BE 44' MAX. ABOVE E”.1- PLATO i i G o1.LG. slag\
<br /> FLOOR. NET OPENING TO BE 5.7 S.F.
<br /> MIN. (5.0 S.F. MIN. AT GRADE FLOOR), la."(1414) , �s -. - i .
<br /> 20' MIN. WIDTH, & 24' MIN. HEIGHT. =LI I
<br /> --- 4' NE1.�1 FT Lo,:12" 1,1IBF_X.ii,,THK F
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<br /> BOLE IN SLAB a 10"17/C 4 DANL.: ;1
<br /> it4)( 2'-0I OWLS INTO I-U !
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