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A <br /> AI <br /> FASTENING SCHEDULE-ROOF , FLOOR AND WALLS REQUIREMENTS IS TABLE R602.3(1)THE SIZE, HEIGHT AND SPACING OF STUDS SHALL BE IN ACCORDANCE WITH TABLE R602.3.(5). <br /> R602.7 HEADRES. FOR HEADERS SPANS SEE TABLE R602.7(1), R602.7(2) AND R602.7(3). I 1 <br /> iz <br /> R602.7.1 SINGLE HEADERS SHALLBE FRAMED WITH A SINGLE FLAT 2-INCH-NOMINAL MEMBER OR WALL PLATE NOT I I I I O26 <br /> LESS IN WIDTH THAN THE WALL STUDS ON THE TOP AND BOTTOM OF THE HEADER IN ADDORDANCE WITH FIGURES a <br /> R602.7.1(1) AND R602.7.1(2) AND FACE NAILED TO THE TOP AND BOTTOM OF THE HEADER WITH 10d BOW NAILS <br /> (39X0.1284) SPACED 1240N CENTER . <br /> Q <br /> R602.7.2 RIM BOARD HEADER SIZE , MATERIAL, AND SPAN SHALL BE IN ACCORDANCE WITH TABLE R602.7(1) FOR I I I <br /> RIM BOARD HEADERS. RIM BOARD HEADERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FIGURE R602.7.2 AND L _AIL AIL_ L �L AL _J" NOTES } <br /> SHALL BE SUPPORTED AT EACH END BY FULL HEIGHT STUDS. THE NUMBER OF FULL HEIGHT S ll S AT EACH END fr 72 I Q a <br /> SHALL BE NOT LESS THAT THE NUMBER OF STUDS DISPLACED BY HALF OF THE HEADER SPAN'-BASED ON THE 1)16 <br /> MAXIMUM STUD SPACING IN ACCORDANCE WITH TABLE R602.3(5). RIM BOARD HEADERS SUPPORTING CONCETRATED 9 1, PLANS SyWlp BE REM BY ALL SUBCONIRACTA7SPRIQP]D = <br /> LOADS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTING ENGINEERING PRACTICE AN STAROGCONSIRWMV FMWEPANOESMTHFASEA)VTACT (n <br /> 2)26 2 OAuFAMSRO Bf400WR 0 (2010 M"A 1M4 U O } <br /> OVERFRAHf NOTES —————— Nk MOWt/16d 0 16'dC TOP AV BOTTD)l STAGGED O o <br /> S Roy or ckatAlJdk Sff CHART US PAGE o <br /> SHEATHING 7/1 'LTSB APA B a' 3 <br /> RATED SHEATH! SPAS A11 &12 TO MATOW EF7SIMC I 4 PIMY TO ff 4111 T IR a <br /> NAIL PANEL E0£S �IrH 8d NAILS 86'QC, <br /> AND 12'D.C.Ar INTERHEDIAFE SUPPORTS 6 ROOF OVERHANG AS#00 <br /> PX6 RAFTER 2 2411C NAIL TO 2X6(FLAT)NAILER L o <br /> ZILER SET 17T TOP OF Tf1E SHEA TING 6. mora,07m&orxNG Ar EAV£S N NAIL RAFTER(2)16d TOENAIL EACH SIDE I -- —J 7. 7RUXS SHALL MY A,STAO AND SHALL LF MSTAUM <br /> r _ — 7 APB ABIO P&k1 YT A ONS�#rdN�G ONXT <br /> 2 ROI <br /> CALCUTAM 'ffTA#..S AND DR4W SNAIL ff OW <br /> SSE FOR 0*0 AWOMY.. <br /> L ———_ — 8 CY/NTR AM lOVWAA ARIWHALL ROOF SUPPORT <br /> 0AEBARING <br /> — -- � F� �y - _——_ _ . —.—. .—. — �RArIIAV. POSBNG A�PRO"A�WATE BEARING 10 <br /> r AN9 OB TT10 STAG A4& <br /> (2)16dER DOS _0 o <br /> YERIfY EbsnNc SYOPE �rJ fo. BRAOLNG OR POSRNO• (1)M UP 70 9'o,(3)218 UP T016'-0. p <br /> PROW(2).SOSO AZ FRA(IING ANCHORS AT BOn W AW — 00 <br /> 1-12 4 1 (f)06 X 11'STRAP A TOP. Q J <br /> I I If ALL ROW C0V£RW SHALL COMPLY 07H 8IE PRONSMS dV Q 0� <br /> 12 AlL M T TO BE 014'0/C UTI£SS W w <br /> = —J_ ALL 6'"G XYST TO EW 014'01C UNLESS 01HERV7SE N0TT, r-W <br /> Ir----� ffiII = �w <br /> — — — R00F{yIL <br /> I I NJ TRuss <br /> II II <br /> ` AD <br /> fb5'llkG 7 111`e HlP MASTER tiA 3�x6 <br /> II II 3 s Ir -IF �r 7 <br /> _J L_}"' 1ola Gx I <br /> II I I LEGEND <br /> el D-S. DO09WT LOCA 0S <br /> ® ROOF ORLA AWS(50 SO 1N OR.347 SOFT.EA.) <br /> I I � <br /> TIP PLATE A'PART — _ — _ O <br /> 70 � J N <br /> d C.0 <br /> ATTIC VENT CAL'S LL L`! <br /> 9 p O <br /> AD1 VlorAL ENT I PfNI F E S 1 OF L 3 R T 4 MT 0 <br /> AffA(7 b PROP0IED OT EOD T S <br /> (SR FT) (SO FT.) ( (NV,FL) or (SO FT.) <br /> ® f5f8 102 87 240f1 17 2.95 f6 0347 565 f016 <br /> B A I ® Ho 408 f1 0,U 1 1 0347 I 0694 LM <br /> Afl A!1 1.TOTAL VENT AREA okagATED AT 1 60 OF TOTAL AT IC AREA <br /> EXIS78VG HOUSE I HCUSE ADlXnIW d,0Im.m FT.ACT f17ff{ENT AREA PER M FL� <br /> 4 ( ORAW <br /> 0347 SO fTFT/V FU Or AREA PER R0f VENTBATW) <br /> I y review <br /> 1 01.31.17 <br /> ROOF PLAN <br /> scale 1/4"=1'-0" A08 <br />