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<br /> GENERAL SPECIFICATIONS: Z �.
<br /> CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS&BUILDING
<br /> DIMENSIONS, &SHALL REPORT ANY VARIATIONS TO THE DESIGNERE..x src.., z.xe, 1ZF>FT C.1Z 5� m o6
<br /> FOR RESOLUTION PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS t 6"OG• RE P\_A.¢c-C AS
<br /> SHALL TAKE PRECEDENCE OVER SCALED. 1.3catiE� v.//s-b �z1-11= `a c,. o
<br /> CODES: 2012 INTERNATIONAL RESIDENTIAL CODE(IRC),2012 'R101.4.3Existing ceiling,wall or floor cavities exposed c.t o s. sa L" !s� "'CO
<br /> WASHINGTON STATE ENERGY CODE(WSEC), 2012 UNIFORM during construction provided that these �. �-+Gv.t _-"v.I.L.1-L F 0 w= z
<br /> PLUMBING CODE(UPC), 2012 INTERNATIONAL MECHANICAL CODE �1` 16°Oz r..l Ll, &." o F SP-MAY FOA.n•.. I1.15 Vt_.
<br /> (IMC),AND ALL OTHER APPUCABLE CODES. cavities are filled with insulation,2x4 framed .4, S Z�-• PosT =N o
<br /> -0,.3. F2o,.ti Kt OwoE a,v7Lla0t �\RCGTLY To 3O TOt&. _, .. m,
<br /> walls shall be insulated to a minimum of R-15 / of rzOOt sHnAT{Ir, 0_ w
<br /> I O DING UVF DEAD TOTAL t. I-A T.,z"oc-,oK a v o
<br /> Floors and ceilings adjacent to unheated space that are PtAc� 4 ' UP ) . s. o,
<br /> ROOF(GROUND SNOW) 25 PSF 10 PSF 35 PSF -r- (LA FTG SLS -•` F rC6M\�.1 Atit CH o 2 �
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<br /> ATTICS UMITED STORAGE 20 PSF 10 PSF 30 PSF exposed during construction shall be insulated to the _ ,
<br /> AT1CS NO STORAGE 10 PSF 10 PSF 20 PSF maximum. possible,up to R-49 for ceilings(R-38 vaulted)- n 7- -. ,,.......---Te z To MOF PL• -
<br /> DECKS(SEE R502.2.1) 40 PSF 10 PSF 50 PSF I 2x 6t_.146 EJCSTG,
<br /> EXTERIOR BALCONIES 40 PSF 10 PSF 50 PSF and R-30 for floors. _ _ _ �
<br /> FIRE ESCAPES 40 PSF Windows and doors replaced shall have a max.U value I � ,��' — — — — — `' -
<br /> GUARDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTION of 0.30. 1 - t_vSL,e NA11G�sc5 /�r
<br /> GUARDRAILS IN-FILL 50 LBS APPLIED TO 1 Sq.FT. ` REh���r=xsrc,
<br /> R104.2.1 Wall insulation inspection.The building s-r4..�z�z-n4- Z...4. cL_6,as-r .
<br /> PASS.VEHICHLE GARAGE 50 PSF IF ELEVATED 2,000 LB PT. 8x STf..
<br /> ROOMS(NOT SLEEPING) 40 PSF 10 PSF 50 PSF official,upon notification,shall make a wall insulation zx s I I
<br /> SLEEPING ROOMS 30 PSF 10 PSF 40 PSF inspection in addition to those inspections required in AL "( n sTc..., C-1-C..-1s-r5.
<br /> STAIRS 40 PSF 10 PSF- 50 PSF6.PC1J uJ G.S. TO ism.
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<br /> OR 300 LB PT.LOAD ON 4 SQ.IN. Section R109 of the International Residential Code. FILL-- TT-1 , Us `�,.LL 1'a
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<br /> This inspection shall be made after all wall and cavity zx4 5'1 U S PL sx, Z_r I SAGK�>=ov,�� ✓ I�"O G y RErL.4.GE As C
<br /> ALL BEAMS, GIRDERS,HEADERS, RAF!WS, &JOISTS TO BE HEM insulation is in place and prior to cover. I I''O G N✓//14.-I S ." E-->C5-TO.. Z„ t�L CT,ra W Nm2G ` -
<br /> FIR NO. 2 OR BETTER AS NOTED ON PLANS. GLUED LAMINATED 11J s J tt.-r(0,�. 1..1,4.1 L_ '`t Rom-,-G I\
<br /> TIMBERS SHALL BE MANUFACTURED &IDENTIFIED AS REQUIRED IN R404.1 Lighting equipment(Mandatory).A SO u t v./oOt� / i.- ST Uo �''�•fLt _ j./ -
<br /> AITC A190.1 &ASTM D3737. minimum of 75 percent of permanently installed
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<br /> Sd lasts to"oG� c sIo1,.LG ,5"r-c-L-r-
<br /> PLYWOOD INDEX: CD. ROOF&SUBFLOOR SHEATHING PER TABLE lamps in lighting fixtures shall be high-efficacy lamps. A,PPty s I p W 6 0./ I Y a—via---�.✓` am_ gLa�(vJ v..e P o/
<br /> R503.2.1.1(1). WALL SHEATHING PER TABLE R602.3(3) & - I -
<br /> R602.3(4). SHEATHING FASTENERS PER TABLES R602.3(1)&(2). 13 L Ca-W R.&'P �,c sT�, a/t"51-11 Pt<.T
<br /> STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1). I I R E PLAC` E...›,-S-1-C... E,c Sc-L,Z.•.S
<br /> WOOD IN CONTACT WITH CONCRETE,NEAR GROUND, OR WOOD FLT', SI. 57e,H11.1� Fte,LAS COS
<br /> EXPOSED TO WEATHER TO BE PRESSURE TREATED OR NATURALLY I / �• -`/a' St '+fes, RL'-r in
<br /> DURABLE WOOD PER R317. Rorr ED
<br /> CONCRETE&REBAJt 7 1 3 m N
<br /> REBAR TO BE 60.000 PSI - GRADE 60 ASTM A706. WALL REBAR ,v�`-; c.a
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<br /> SHALL BE PLACED NO CLOSER TO THE OUTSIDE FACE THAN)/i THE.
<br /> WALL THICKNESS. REBAR COVER PER ACI 318. FOOTINGS TO BEAR �1z a•DE. 4,144 i_ gtac.K R-z511.15VL.' R-Z•4 a. pC
<br /> ON 1500 PSF MINIMUM UNDISTURBED SOIL CONCRETE TO BE v15 wus r=)..12 v./Ia C-L> GOAtit�'1t X55 LD
<br /> TO -1'/4"
<br /> MINIMUM F'c= 2500 PSI 0 28 DAYS(3,000 PSI FOR
<br /> GARAGE/CARPORT SLABS, EXTERIOR PAT10 SLABS ON GRADE, & E- 1"1 r -'I
<br /> WEATHER EXPOSED BASEMENT, FOUNDATION WALLS,PORCHES, AND I l
<br /> STEPS W/5%-7%AIR ENTRAINMENT). MINIMUM DESIGN EQUIV.
<br /> FLUID PRESSURE= 35 PCF OR PER SOILS ANALYSIS.
<br /> USP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGTH MAY BE S EC.-r-1.01.-1 *) . =.....1--C-'. S''=1 LOW
<br /> SUBSTITUTED FOR SIMPSON HOEDOWNS,STRAPS,AND CONNECTORS
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<br /> IBC Table 721.1 (2)
<br /> 15-1.15 2" x 4"wood studs at 16" with double top 3/z, " `uEP�L
<br /> plates, single bottom plate; interior and exterior uJooL ItssuL.
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<br /> sides covered with 5/8"Type X gypsum wallboard
<br /> and sheathing, respectively,4'wide, applied z...--4. STu as
<br /> horizontally or vertically with vertical joints over IvW'oc
<br /> studs, and fastened with 23/4"Type 5 drywall cL o 0[Z
<br /> screws, spaced 12"on center. Cavity to be filled Assn-1,-¢LY
<br /> with 31/2" mineral wool insulation.
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