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<br /> GENERAL CONSTRUCTION NOTES w,y L'
<br /> rrar oewsrrao oEewna4rsrarn •,• .DESIGN CRITERIA: w o
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<br /> I BbrYmB br em}ai'r'rreBa.mmP D1'a.me•dl ;•INR'/,"x&109 - CONTRACTION TYPE: R3
<br /> Sae RY;x&107 - OCCUPANCY: R3 ALL WORK MUST COMPLY WITH ALL CURRENTLY ACCEPTED CODES. /�
<br /> 2 Od6yjix.npMe,me ro0 F-1c
<br /> 3 cduxalaa cot rwdxdmpmBr.E.r.Ypa+rPr.o- 3.Iod _ SEISMIC DESIGN D2 2012 INTERNATIONAL BUILDING CODE 12 IBC �i e
<br /> door,6xc x�1 WIND SPEED 85 MPH F-�
<br /> 4 ward• odk.frem-1a1,•x 16Va'11d rrP 3•tmO"xa1x7 - - 2012 INTERNATIONAL RESIDENTIAL CODE 12[RC O s
<br /> I 316aboz mT•R'l;xaUs9 xm.mi.mo.e.ara.elme..Bm EXPOSURE B
<br /> s 1Wva.mortrx.m ud .3406-a 1. SNOW L� AND ALL OTHER APPLICABLE MECIiANICAUSAFETY CODES'
<br /> �10'm D'x Q14a9 epPaaaeYaedaaratrr:ad 25
<br /> x9') FROST LINE DEPTH 18 INCHES CC
<br /> 6 R,Pafrtrxanddae,.Beyerbpelirs nerBfbxsO 3,16y(3'/;x0.1357 J ASSUMED BEARING NS
<br /> ALL MATERIALS AND WORKMANSHIP SHALL CONFORM 70 THE REQUIREMENTS e
<br /> •+ 2000 OF THE DRAWINGS,SPECffKATfONS AND NOTES.
<br /> 7 Bwft Pzax.-rxxa•a IID 8•x0.1287 24"ec. SOb: ~
<br /> E a Ahrdag.wd.r Wene-Wg amoea.6mao1 16d 811".0.1397 12•ec. (AT NEW FOUNDATONS) 2 DIMENSIONS ARE TO FACE-0F-FRAMING. DO NOT SCALE DRAWINGS FIELD
<br /> G SPECIFIC MATERIALS.
<br /> 9 Bt (3V,'.0,�s7 16•��s�°�" VERIFY BEFORE CONSTUCTION orORDERIN
<br /> m
<br /> 10 Cmueaedb-4-.two Pmar - 166(3'/;x0.13.17 16^oa Yoe{e.L.d{e
<br /> c•a6a,mabesaerm.ma me a.I1 4-aaR35;xaU37 GRAVITY LOADS:RESIDENTIAL .3. VERIFY[J 15 psf OF BUILDING
<br /> G CONDITIONS,GRADES AND DIMENSIONS AT THE SITE LOCATION1 am.�� tm R•zat2e7 ^�- ROOF DEAD LOAD: NG ON PROPERTY LIES WITH THE OWNER/CONTRACTOR. BUILDING
<br /> 0 '.,dSET-
<br /> 13
<br /> 13 D0•ba IDP pL.m.hz e.0 Im8'xa1297 24•w0. ROOF LIVE LOAD: 25 Paf PERN4MEfFR AND FLOOR ELEVATIONS SHALL BE EXTABLISNED. BUILDING SET-
<br /> Double ay Pl. dm11• 8466E3Y;xo.E3s7 - ELDOR LIVE LOAD 40 Psf BACKS AND HEIGHT RESTRICTIONS COMPLIANCE SHALL BE VERIFIED BY
<br /> f W]mhwPa.n
<br /> 15 9oa Pi'r<'ak�rerbmflley6maal 1668;xa1357 16'oc FLOOR DEAD LOADS 12 psF CONTRACTOR
<br /> 16 sOa Pwe mJ.w-ldorbaerbrrad x•u Prxue 3-lba ,^x0.1357 16•oc BALCONY LIVE LOAD. 60 psf
<br /> 3.8d R'r;xalt37 - 4. LICENSED SURVEYOR SHALL VERIFY IXCAVATIONSMETGHTS IF FINISHED
<br /> 17 Sm6 m 1-14 ,a ami a - PARTITION LOADS: 10 Pet DIMENSIONS ARE WITHIN 24 INCHES OF LOCAL LIMITS,PRIOR TO FINAL ASSEMBLY.
<br /> 2.166(335;.0.1357
<br /> is roPa<dap+'mmwe.ema 2.166 8V;x61359 - ROOF SHEATHING: 15/32 INCH DOC PS-1/PS-2 S. A COMPETENT EXPERIENCED MECHANCIAL ENGINEER LICENSED CONTRACTOR
<br /> OR
<br /> 19 9ePP41a.wa-mdlm (APA Performance rated) PLUMBER SHALL DESIGN THE PLUMBING,HEATING,VENTILATION,SPRINKLER AND
<br /> AIR CONDMONLNG SYSTEMS. PERMITS FOR ALL WORK ■ �
<br /> 20 t•h.mmsm maaaa tx.r.na as S.gant.• - Strad-i-Floor 24 in ac rating w/EXP 1 glue Y+
<br /> 24d %xatU7 - SUB-FLOOR SHEATHING:'A INCH DOC PS-1 6. FURNANCE&WRS:ATERHEATEINSTALL PER WSEC,IRC OR LOCAL CODES.
<br /> � m
<br /> 21 1•x 6• 8mwberiA&fieeoaT 2ryle.IY: -
<br /> yx0.1137 - (APA Performance rated) WHEN GAS APPLIANCES ARE LOCATED IN GARAGES ALL PILOTS,,BURNERS AN
<br /> D IR-
<br /> 2ae(2
<br /> 22 1•xS"*eaai,.m be.dN. .11 3raplm 1% - $Crud-1-floor 24 in O Rating W/EXP I glm- O
<br /> 3ddRy x0037 - SWITCHES A MIN.OF 18 INCHES ABOVE FINISHED FLOOR and PROVIDED WITH A
<br /> 23 wtd-a-l•xa-w..&aa m°r1'�'�1 a'upe.t$' - WALL STRUCTURAL PANELS 32/16 INDIXRATWG SYSTEM FOR ADEQUATE CONBUSTION AIR SUCH APPLIANCES IN GARAGES ARE
<br /> 5 PLY w/EXP 1 GLUE TO BE PROTECTED FROM DAMAGE WITH BOLLARDS/BARRIERS. z
<br /> M Idam.Jla<Wdr•ax� Sad R'/;x0.1139 -
<br /> 75 BEnJolr m'oPd'rr.me rB&edappti�iga.W) MRV;x&1137 6'ac Refer to SHEAR WALL SCHEDULE FOR T. pU[7 ALL FANS,VENTS,DRAYER RANGE HOODS TO OUTSIDE.INSULATE IN -
<br /> 25 Rh.Jdar N•eldogbW Waa•mevtil BdR1s^xo.037 6.04 THICKNESS HEATED SPACES. IRC 15023
<br /> ata(zY;xoU07 CONNECTORS/FASTENERS: per IBC
<br /> n 1•x 6•wb.. a.madipx.rra" d(a2 l35: - 8. KITCHEN VENT FANS OVER 400 GFM TO BE PROVmm WITH MAKE-UP A
<br /> --- 29 r,dr-13 bIQITI;xD.1359 - SiMPSON STRONG-TR fasteners APpROMMATELY THE SAME EXHAUST ATR RATE M1503.4
<br /> 29 2'plaxx+fPmak Ahem-Bot A.oM x-1668'yx&1119 rarb berms Recommended. - 7
<br /> ea,ysefmo.x 3x•acr strengthX28 days,Psi L
<br /> 30 Iru+Ps�+a6be�c aiv�bxebr mr=n lm 0•x0.0&7 tW..dbrmmatl ry8md CONCRETE Congression 9. WHERE 0.EQl1IIID ROOF DRAMS SHALL BE TKiHTIBJED SEPARATELY 7r»0xoarmm•.arxeRaiW. Slab-on-grade:300Dps1 Anterior/e#erbr)sack TO APPROVED DISPOSAL STORM DRAINAGE CONTROL SHALL MEET THE O
<br /> - 31- l�rdpwPPwftj*mQ� 3-O'yx0.1MI Atwrxldaxrm> Basement wall 2500 psi SVa
<br /> 2500 PI 5%sack REQUIREMENTS OF THE ENGINEERING DEPARTMENT STANDARD PLAN FOR THE �,
<br /> y.,/. 6e0e�L2•xa1.131 dm 6 Is Footings JUMCnON GOVERNING THE CONSTRUCTION SITE.
<br /> 33 ad-,w yox4 U Ire bo.0'
<br /> 33 y'_Y Wmuam.B O'yx0.13t7 6 � 17 Cont footings 2500 psi 5'h sack
<br /> 30.PROVIDE EARRINGS,AS REQUIRED,TO CONCEAL MECHANICAL AND ELECTRICAL
<br /> 1'y'-]'y 1m�ei(3•x61497 aBor WORK IN ALL FIV
<br /> Vol xo.U19 ea1orraea call 6 U NISHED AREAS-OBSERVE CODES FOR FARE BLOCKING,INSUTAIION
<br /> 34
<br /> FOR JURISDICTION.
<br /> 35y'rdacaml mDolnc IP � '4a,'y;sower l'aowa 3 6
<br /> JBw6maalxxthm9 '� ax• 11 VERIFY TYPE,MANUFACTURER AND LOCATION OF ALL PLUMBING FIXTURES,
<br /> 36 i'.a.wrcewtog P.'a -'h:r""'"r1•'°NO 3 6 WOOD Y1 CONTACTYYIM CONCRETE/EXTERIOR ACZAURE FAUCETS,DOORS.WINDOWS,CABINETS,HARDWARE,IIGHTWG FDRURES,AND
<br /> �ammddmhis 'aPfa16 P-1'l;ka8 SHALL BE TREATED WITH PRESERVAT!VESPER ACZA/AWPA N
<br /> 37 g•pP�r.rra" 1/:yl"�mrd"0'i'°ylep""d' 7 7 and BEAR THE AWP8 MARK APPLIANCES WITH OWNER PRIOR TO PURCHASE OR INSTALLATION. �a
<br /> Py8 v,n-aTypew«s PER
<br /> 39 ay'rPatrua.! 19'a1•®e 7 7 USE 4PKM PREF TREATED WOODS
<br /> 1Z W SFA77I£PROVIDE DEAD BOLT CATCH OR APPROVED LOCKING DEVICE
<br /> tY;Im9:1'r;.oaw..TyEewors
<br /> _ �ar,r.r•..&.sunt..wa..,.r.,.>..rrara NEW pRE55ARE-TREATED WOOD S HIGHLY CORROSIVE ALL BOLTS, SEATTLE Bl1llDMG CODE
<br /> Y:�>m mamxwre tz•x Lmo-H- 6 12 NAILING,HANGERS FASTENERS IN CONTACT WITH PT LUMBER MUST 13.OBSERVATION VISITS TO THE SITE BY DESIGNER AND/OR REPRESENTATIVES SHALL
<br /> fdmmmr,R'/,•xa017 eau BE A MW OF:TRIPLE ZINC Z-MAX(GIBS per ASTEM A653) NOT BE CONSTUED AS INSPECTION NOR APPROVAL OR CONSTRUCTION.
<br /> Bawmoo.R'/'x0.017ad er 1 0 HOT DIP GALVANIZED(ASTM A123 for CONNECTORS)
<br /> 40 '4'-1' aammrmea R/yxalao7a.a 10.ALL WORKERS ON SITE SHALL BE KNOWN TO CONTRACTOR AND THEIR SAFETY A
<br /> 6
<br /> al 1'J;-E.' lm4°za'°00•xa1487�E> 6 12 (ASTM 153 for FASTENERS.ANCHORS) FIRST PRIORITY. O
<br /> Bddemmsa R'yxo.12o7re
<br /> - 15.WHEN M DOUBT......ASK!
<br /> V
<br /> SMOKE DETECTORS: IRC 314 .
<br /> NEW CONSTRUCTION/REMODELS REQ.A PERMIT:
<br /> LOCATIONS •IN EACH SLEEPING ROOM TRUSS NOTES WOOD MEMBERS: J
<br /> OUTSIDE SLEEPING ROOM IN IMMEDITATE AREA STRESS ANALYSIS AND DRAWINGS/DETAILS SHALL BE STAMPED BY AN STUDS/PLATES HF STUD
<br /> ON EACH FLOOR OnclUdNng HABITABLE ATTICS,BASEMENTS) APPROVED STATE of WASHINGTON REGISTERED ENGINEER JOISTS/RAFTERS 2x8-242 HF a2
<br /> • SWIMDETECTOR RANGE 15 FEET DRAW94GS/DETAILS SHALL BE ON-SITE FOR FRAMING INSPECTOR BEAMS/HEADERS 4x6-4 x12 HF•1
<br /> ALARM DEVICES INTERCONNECTED SCT ACTIVATION OF ONE ACTIVATES ALL PRE-MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY MANUFACTURED'S STAMP. POSTS 4x OF Rl
<br /> USE APPROVED/APPLICABLE TRUSS SUPPORT HANGERS. 6x ER al (f
<br /> WSEC 2012 - - ALL ROOF TRUSSES SHALL BE SO FRAMED AND INTO THE FRAMEWORK SO AS TO TOP FIBER BOTT OBER W
<br /> Wsahiogton Stora Entergy Code CARBON MONOXIDE ALARMS GLI 24F-V4 1200 psi 2400 psi 7
<br /> IRC 315.1/RQV 1927.530 FORM AN INTEGRAL PART OF THE WHOLE 8l1ILDPIG,ROOF TRUSSES SHALL
<br /> Marfoe Zorc g • REQ'D OUTSIDE SLEEPING AREAS IN HOMES WITH FUEL-FIRED APPLIANCES or HAVE JOINTS WELL-FTETED AND SHALL HAVE ALL TENSION MEMBERS GUI 24F V8 24000 2400 psi
<br /> WINDOWS(VPPRITCAL) 30 ATTACHED GARAGES. WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. PSL 2900 Psi 29W Psi W
<br /> SKYLIGITI.B SO • MUST BE HARD-WIRED or PLUG-IN STYLE(NOT BATTERY) DIAGONAL AND SWAY BRACING SHALL BE USED. to A
<br /> INSTALL IF BLDG.PE D Or REQ'D. ENGINEERING DATA AND DETAILS SHALL BE APPROVED BY THE BUILDING OFFICIAL REBAR per ASTM A615 V
<br /> CEILING R-49 BEFORE.CNV FIELD CUT OR TRUSS ALTERATION. H or LESS GRADE 40
<br /> WOOD FRAMED WALL R 21 DTMP77ON.'IF OWNER OCCUPIED BEFORE 7-26-2009.MUST INSTALL BEFORE SALE OF HOME.
<br /> (Standard frmliog of 16 iorJxa oR. FIELD IDENTIFICATION OF LIGHT METAL PLATE-CONNECTED TRUSSES S REQUIRED. i5 or GRFATER GRADE 40
<br /> Ifedars with min.ofR-10) INFORMATION BRANDED,MARKED OR OTHERWISE PERMANENTLY AFFTKED
<br /> FIDOR R-30TO EACH TRUSS SHALL CONTAIN THE FOLLOWING: UNLESS 07N£RW6£NOF£O'UNO'
<br /> BELOW GRADE WALL 10/1581 TNT+TB
<br /> 10,2 ft�� IDENTIFICATION OF TRUSS MW R Co.
<br /> SLAB FLOOR THE DESIGN LOAD
<br /> THE TRUSS SPACING.
<br /> WHENEVER POSSIBLE USE
<br /> _ • R-10 d n inaous insulation on aztedor of wall,or R-I5 on d' AMERICAN MADE PRODUCTS
<br /> contin-Ja i-ladon m the h tenor of wall.0,R-xl cavity iaeulation IN YOUR CONSTRUCTION PROJECT.
<br /> plus Tl.ermal Break bdweeo slab and besernent .It A the interior KEEP OUR FELLOW CITIZENS WORKING.
<br /> of the bascule t wall
<br /> RS
<br /> •10/1521+TB"shall be permitted to be met wah R-13 cavity isolation UST OF AMERICAN MANUFACTURE
<br /> on the intadnr oftik bes�ent w.0 plus R-5 comm mea insulation on l,x ELLBEFOREYOU DIG: s 1 AVAILABLE ON REQUEST.
<br /> intenor/extenor ofthe wail."10/13"rluxmsR-IOcuntinwwimulstimmtheInteriormexteriorof
<br /> the home or R-13 insulation at the intedordt e`nw udig.com
<br /> w'B^means d_W kmk betwaea .
<br /> ••R-10 o otinuoua inadMon req.under heated slab on grade floors.
<br /> 7/ZOI�
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