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GENERAL SPECIFICATIONS <br />2012 AFTER! 1L'AAL RESIDENTIAL CODE (INC) l THE %A SL EHRCT <br />CODE 202 ETAT101 ALONG" ALL ADOIiau APPUCABLE ODES <br />BUILDIK <br />OMPANCY - Gplop. 2. TYPE V N <br />SEISMIC -0- 1615 s1.1.25 FTG 1613(I) <br />S.. 0.10 /F G. 1615(2) <br />MAD (EPDSEE B) BASIC SPEED - 95 ARM PEA RG 1609 <br />REQUIREMENTS: PFM9E PER TABLE 1609621(I) <br />CONTRACTOR SHALL "FY AIL STE COHTITANS 0 BUILDING OMNSOIS, <br />PRIOR TO PROCEM4R WITH THE NEW. WHY VARIATIONS FROM LIONS <br />AND D I IVS 9131114 o1 THE DRAWINGS SMALL BE MORTIFIED ID )NE <br />DLSENEA FOR RE-SOII/DO1 PRIOR TO PROLE®NG WITH THE WORIL <br />IF61791 DMN90NS SHALL HAVE RE®E+GE OVER SCALED DA01906 <br />r�AN]( jn(���IN : FOR Tr13E 3015 VTf3Y r/AFdm6nG <br />Imm�rru��m�� <br />ATTICSM/SI0U4F m PsF 10 P9 30 PS, <br />ATOCS NO STORAGE to P7 To P3 20 PST <br />DECKS PIP 50221 40 PS' t0 PsF 50 RE <br />EYTMOR BALCwu 60 PSI 10 PsF 70 PST <br />FIRE MAI W PS' <br />GWGERALSMAhDRAILS 200 IRS AT TOP ANY DRECII014 <br />GUFDRNLS 14-r'd! 'A EBs APPLIED 10 1 M FT. <br />PASS V910E GARAGE 50 `SF r ENAIm 2.000 LB PT. <br />RODUS (NON-9EIDBIG) 40 P3 10 PS SO PS <br />SIDING R00PS 31 PW 10 PS" AO TV <br />STAIRS 40 PS 10 m- 60 PSF <br />OR 30D LB BE LOAD 01 4 Sa H <br />LUMBER SIRFNGTId' PER 2012 RC It 2001 ND.S SIAKARDS <br />HEN FIR FOR 2. W013ER5, MUG FIR FOR BEAUS 6 HEADERS UALO, <br />FrrFL°AR SOBSS 9Y0 OAS <br />b Or e75 95 13 T.6 <br />B 1 875 95 16 <br />4 C, ID00 95 1.7 <br />Qt 0) e75 Bs 1.3 <br />6. O 1350 a 1.5 <br />pr POI Nis Or ism 165 1.5 <br />D 24F-Y/ 4C9 165 1.8 <br />CA r[I OU-UM R ?PS ?AY-VB D/T D: <br />O.U-EAU BUS TO K 109E ORES OF. II TC SIAUP. <br />ALL STRUCTURAL MEIHPS TO BE R HOI/FA OR BURR As <br />NOTED ON PLANS <br />PIYWD00 NDDL CD ROOF AND 91BLOOR SEADGNG PER <br />TABLE RSa AA(1). WALL MEANING PER TABLES R6O25(3) <br />9HEABING (AS10ERS RP TAMES R607.3(I) a (2), <br />WILL BRACING A BRA® .All MES PER R60110 BRACED WAIL <br />LOCATION. TYPE. d ANT PER FA: R6021al.1/TAHE R142.10.1.3 <br />STRUCTURAL 1f11ECR FASTENI S PER TABU R60L3(1), <br />ALE WON IN CONTACT w/ ONL TO GE PALES IRTO. <br />FROM EIIPOED TO erATHR TO BE PIE14A[ RID <br />OR NATURALLY DURABLE PER 319. <br />ALL FASTENERS (LESS THAN 1/2' DA) lkTAU1D N <br />PRES9PE 4'EARD N00D SMALL BE 401 DIPPED GALVANIZED R317.3 <br />WRR ALL kQN'G. BOLTNC AND OrnFR CONNIECDONS TO <br />COMPLY WITH ENGINEERS 9QARINk! SINIDU:E. E APPUI <br />ROOFING OPTIONS: (VEAIIY INITN .URISWCtI <br />• UI TIN ROOF: INISAIIEAVE W IB' WOE STRIPS <br />OF MFELT 1,4511m W/ (71 NG 0 1/0' 0C RS PER CA. PIECE <br />WITH <br />s ID BIA SKIP SHEA LNG O 10' O.C. <br />(2) d U SCANNING 0 OSERHANOS <br />(2) ea G RC¢ EA N "OPUP TRUSS <br />• Cp1P AL <br />N FASTENERS PIR ISd fIlT <br />7 tiSt kD 4 ALv. rASTi]1IFs PER CA PIECE <br />t/2' W.. PL 0 SHEATHNG OR EDON <br />WITH 1/2 MY PLY SHLATHNa 0 OVTAHANGS <br />NAILED W/Bd 0 6. O.L EDGEG 12' FIELD <br />I <br />or <br />6' BttuwnHl <br />HOUR-SOS25 HDUB-5DS2.5 <br />W/S5T20 A.B. W/SST28 A.B. <br />INSTALL HW8-SOS2.5 W/(20)SOS k19i <br />TYPICAL AB YPICALHDU8-SDS INSTALLATION <br />WHERE <br />SCALE: NONE <br />P1 <br />NT <br />W RP <br />BKG <br />aura Posr ro <br />w/l FAIL nPl 4A tRAR <br />• • nlau <br />•IN <br />MDIW 1UR ID mWYC <br />I <br />10" ./$ WIC kL'S PR RIT <br />INTMED. <br />BRIG. SUP. <br />WHERE APPUCABLE <br />SCALE: 3/8" = V- 0' <br />RE! RE ENTSE R EMRR 3 OEOUREMENTEBAR REOUREMENT <br />YU .Ill IW VIflAIAM® <br />IEIDn BrtR1L H[GT <br />YNY.Y VRR BlP(R.D@Al ALL l rL.ffi 9VL <br />ra 6-e II}W WYt6 - <br />M ; <br />M 1.a' ac - IxAa ao <br />1aDc-alk•[ID <br />HMUYYw-! x"1' P.JI .7n 1lvIWv.VI <br />III V 1k1 OR ; -6' <br />MOIL sm "EFT 10 S wn 1 Bw HO6$PIINLY IF WILL Cr 2c Y" <br />N0�• ALL A B WASHERS A B WASHERS TO RE <br />a <br />w <br />SCARE: NONE <br />- <br />Nd4'.IT./. IVY VVIVIVLI. IIVry <br />PRE RR INDICULAR <br />t �, <br />' ( ' • mD a r. I Iirvl <br />LS A r01x1HR ND v1W1V1[ <br />r,ID m7awrV`DnNII. <br />Y ^4 6 w mot M (SZ Y Etl1Ch N�I:S1'.9 [voY mwlRA <br />Y•uAA 1 cum W.0 Av w <br />• <br />Pl1 tlSV11,pp•IApN <br />b sR2E ly • WINAa <br />lT <br />a1 M <br />aAn M <br />WApV <br />T-0 <br />M T AI wA¢5 w9l1L <br />{y m Vll Drin M IMP:Y N011l lVi <br />L/ <br />a'a ni c IarAcrO . RAn <br />/� <br />wrxx <br />6ON ' v i <br />Lii�Ar <br />P <br />RESTRAINED FOUNDATION WALL <br />WHERE APPUCABLE <br />SCALE: 3/8" = 1'- 0" <br />OVER 6' TALL <br />Nom . sIRAP' A➢.M IS no (I�c,}}R11p[dS <br />NUS MN 901 D IHRNW wM K00 RELOCATE W-I e0W ONTIAIS ! KtlD <br />my RP PLAN <br />LOUR "P <br />a d STOP <br />NOTE: <br />r FOOTING 15 POURED SfPEPATELY <br />PROVIN: H FLOW VENTS 0 AS- - <br />O.C. MAX WiN STD. HOOK PER <br />ORAWNG Ot1END TO 3' CLA 6' <br />TRIM EDT ON Fla. ROTATE HORII <br />EXTEMSIOI PARALLEL TO WALL <br />FOR PROPER COKRETE COVER.? <br />04 R®M W/ <br />12 Y'NIY Im <br />HCPI$041K <br />E.IENSION <br />sro. Nook <br />•ALL <br />PUJI <br />RC-0K Rtlr MJ 0 2f oL <br />FJO%: RR PLAN <br />BALRL .11- AN AA 7ADE <br />1) � MS HI. R1 EA RNYaSAt'R01 D3 <br />-� W H-t s Ev00 ODO 16Us5/RAl1LA m RP MRS <br />INLI RAT t <br />IT AI 4.IF <br />6' rev BATT <br />UP suds Ae WAS) <br />ed OR Il O (2�/mW <br />4e 1/Y rnw NOTED <br />1/7 all <br />p"H�[:/i� ac <br />3/4, vA DID IN m NI <br />I I DLL NAT <br />6 GEC 0 EDP 1. m BKG <br />6'ot <br />xG WO. <br />NOW GJm <br />T1PC11 QU, <br />5 I-1-11 RWO W <br />i t If MY Krium SIT. <br />IN 7/t6' MU <br />Nkl Y <br />MOLm� U NmD <br />(91LklAN1 cNYm P69m) <br />1m eA4 R. W/ EA 0If AL <br />10 V 1 2-16G TAM <br />b MKIST./1-16/ U JST <br />A EMT NU RY TO MR <br />.pu OCOLTYP <br />LAP SLAY& FIT 9w '41L99 <br />IM OIAAMO <br />u <br />��6ML <br />0 <br />+T 001 U7iA N UA <br />R-33 }9RAr'ON UAO. <br />UA 1011 <br />It it Im rlgt <br />�i 01/i iHA fDOf <br />nr9L P1a1ikL 1 LrIX <br />.� <br />T WADE 6 All 11AD PAT BA'NR <br />r PoorIIIrotom <br />LAPIr W. 1 VA FA To91 f ! <br />J <br />'i IPDI FIG DAAV <br />4'DA TEtm IN <br />DUWL WINEC7 To <br />ONE STORY SECTION <br />WERE APPUCABLE SCALE: <br />3/8" = V- 0- <br />' a rDE R G7L <br />e' IDILS I ImD <br />m RTD 90 PEAR <br />BAR REWRDI <br />y -MODL SIDS A•Ar <br />e by Par TDMIAIm <br />L ._ Wit' 141Wt <br />-1 ROD INNAx-.' tloax <br />SIP"m" <br />i N 1Of IR N .ABED <br />WAYEL R.NaT TO <br />GARAGE WALL SECTION RAProDOWAZ <br />WHERE APPUCABLE SCALE: 3/8 = V- 0" <br />m R2 H[NTA <br />Nt 1i'mL P-ALGID <br />NIL A [iIQS 1, "no <br />BKc )d BA9 MI[ <br />b PW nn <br />s)WS Ym /IN <br />�3/R IlN sORT <br />m t LNt <br />Y P-ll 119AA:Id a%A <br />CANTIM 111 91IANArC) 7A05 <br />STNRARD m WNl-7 STWI 1p RAY <br />W sYowD rIm •ul <br />CANTILEVER SECTION <br />YNHCRE APPLICABLE SCALE: 3/8" a 1'- 0" <br />31i RYVCUD MIEN <br />ald Rrwrom <br />-1/6• .,vum m Imcm <br />rWR'R <br />1 NE•L14JNl VYIx. VAN T-0- IN RP LRL WJHJ <br />MSF R,VI <br />} IgADS If W.. ATAWS 7)/4' VAL-311.7.4 <br />] NANARNI SM41 8 JI' YAN 1 b' Y.}. UXI 51M <br />L <br />V•AYG NU1pWI 1-1/2' K. V Y VA[ N 0IDSS YLTM <br />1-I/r Yx. M }1/7' Yu Put, yr L NEIIIp u. FIND m. <br />i <br />RA UAc .TIt J.e <br />4 VS14L 11S8fG V Y0 Si2.21 V'A ! -AL fq PW)d <br />� <br />i FRc m7 DI AND .IVY. Y. INOW iYVYS M <br />to Or W.4fD WI, • Y:IAIWY Mr- a•e <br />HALL <br />STAIR SECTION Cc"TAIL <br />SCALE: NONE <br />"ERE APPUCABLE SCALE: NONE <br />NOTE BEFERREE SUBMITTAL ITEMS' <br />1. ROM TRUSS AND LAr[RAL ENGINEERING <br />2. MECHANICAL DRA UNGS IF APPUCAOLL <br />RE-01C POO mm mim 0 21• GEL <br />PoONG PR PLAY <br />BUR[ W/ 1' .% AA 7AlE <br />H15 Hk MS U 1Ru55Awm+ <br />17 fWl 0 MY OFFER M11MIRK9t TO TOP PLATES <br />p� Pilot\�\\1 \ \As Ui P� MG Ym G. <br />6'aL <br />2-7d TIF q/.RS r1➢YA1 INS <br />LAY, SPITES AIL' 14060 <br />PEP RM <br />6d W .0 ODDDJ. !tR <br />4d t) low BOARD O% 1 FMII. <br />SCISSOR TRUSS SECTION <br />WERE APPUCABLE SCALE: 3/8" YY V- O <br />1w-Oa PDr T rim 0 24' GEC <br />PODK. FDA PLAY <br />%fiNi ♦tA Yr 9SR <br />1] BImE W/1'Yk IA WA2 <br />H7.5 Kk KS G TAUSSAAFrOt OR <br />Rw HSOUL FAMLE-1 0 DLRY OTHER TRA/011 F. TO RI21pW, PLATES <br />7�272 <br />y l �F4W9nArDRTC - A4 <br />LWB <br />2-2 <br />2-be to, AA <br />V.• S•J:Es K NIMPm <br />I. <br />edW4dRcr. rDrt <br />ITP Rw <br />Lv$f1S NGAD <br />4d ./ Y raN Balm <br />m1a PO R v <br />If <br />11 <br />/N nil <br />ha <br />NIL 10 f$ EDS O <br />W 24'knC SI�iABRAML <br />JrfNCT. ✓3RK m OF <br />R YI1A0 W KT:W <br />1d eA9 R •AtE 0 Ue aL <br />1 APA Aram VAS m INr <br />b1 •)-1 G m <br />OSt. k'A.AWat <br />f rA m <br />011475 A YYAADL BIKc <br />RW MO LATE <br />4LANT M Y 10 <br />Slwr <br />IY OL N paD <br />V <br />/Ix 06' aL TIPnDW <br />AP WATHE 0. BDM <br />VDI <br />STS"R RM <br />B UARA FUI PUT <br />lW WAY Rw91R <br />1/f cWB- <br />2-1.a TOY RAT[./ <br />LAPS11Zs 4M 4A6IIm <br />WTWA('Y SCE 0 KJOrM N <br />(� Ala 0 GANI to HD j <br />HFIRL <br />/n0 WI, <br />HOUm <br />410 1/ 2'fOw BOM <br />S(B 1-1-11 Am W <br />1/2- or R110m sHm <br />I/Y C.B <br />0 leL'/'s'OSe Nk'tw <br />INT1 <br />}d (2 NO SIM Ole GEL <br />RAND <br />1(24'QC SIA6 <br />(9(JpW41 OITURA PINK I <br />W 2R Oa SKY <br />SIWLI vim75 t0 N <br />A AOI/11R W R1r01 <br />t'o dBA9'2 W/Ix 0IV OL <br />i 1 -Lfa1d [I STIR <br />2. RIMY ./Ylx IA S <br />)VAPA RAM IK DI"T <br />09MT.Y ROm TEAR <br />1% . 01A. xU r//IIm <br />W/IM • e• a c m <br />avM 1 mm 1 YRR R, <br />W 9SAXC rW SLAM INw9IR <br />If OL N n11D <br />bl III I'm M RAI <br />A ISO <br />STIR %I Rr LTA <br />9i Uev ATOIRnom <br />PEY6) <br />O=RIVAR [6. UtRT PA.YIR fyn. <br />(5HA•W111 CRI <br />IKa RURA}n A_to N9ucd HALO <br />IY IRE EA[AR WAYS K2A- RlWOiC A Ya <br />- Wrle: AWr1 <br />e UNI <br />9L YOUR R0.78M.kR (MDT KIT LWAA)- <br />; 51/,' mu, FICT <br />01/i Ro f001 <br />NI UUM -. -_ _. - <br />b 00 D4w-1ISMU'E <br />A YL BAD MY 6AIRCY <br />44 IF Flow m Wk. <br />W 1)' ANY LO 1 h To S&L <br />.' N RAN m IN 1A9SD <br />STORY SECTIONS"AGE <br />TWO <br />WNIERE APPUCABLE SCALE: <br />3/8' _ 1'- 0 <br />w <br />iA neWmrW RAGE InH7aR rIARdTAN <br />"a Wu 0 15 No4S UN NW) t1TPI TI A <br />TWO STORY 2.6 <br />IIDIS (IE rrl a mMT11D 1N(R K WAMN <br />2012 I.R.C. <br />"I HICHT 6 4 BIT. 61.OeS 0577111) <br />2012 W.5 E.C. <br />It1M.L52 WEIR .WE i♦OMSS M Ticocz K <br />PAGE 1 OF 2 <br />IA2A017 tn•a'" ws 9ANL K tale TO ON DLAI, <br />!+fAI M hDJeSS O M .0 N M 51 WY UOt. <br />FAWN CREEK DESIGN /.61 <br />Tonaskel. WA <br />4 OF <br />509-486-1988 <br />