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TRUSS BIOCNING <br /> SEE PROTECT NOTES FOR MATERIALS I -\ ROOF SHEATHING GABLE TRUSS - - <br /> TRUSS \ Z%N ULOCK YW A34 AT EACH END A. GAnI F TRUSS BOTTOM CARD <br /> <k6kTliG OSIi NAIL TO INTERMEDIATE FRAMING I 6Nk1 COMM NAILS THRU ROOF SHEATH7—V. "14�\ <br /> ND WAIL <br /> WITH FOIL BACKING MEMBERS-REFERENCE NAILING I TOE NAIL RUSS iNAIL SHEATHING PER <br /> SCHEDIA.E�A2 BLOCKING TO 2XN BRACE AT B OC ATTACH WITH(6)1 NAILING SCHEDULE <br /> SHINGLES ! TOP PLATE COLBAON FACE NABS AT BLOCK AND ADIAPHRAGM NAIL BOT.CHORD TOBOUNDARY ROUE SHEATHING,3 NAK S EACH SIDE UPPER TOP PLATE FROMTRII TRUSS BELOW WN 16d NAILSQ9' <br /> O.C.BEFORE SETTING ON <br /> ATTACH END WALL TRUSS TO TOP PLA ' WALLi <br /> NAILS PER SHEAR WALL SCHEDULE. BOTTOM EDGE OF 70P <br /> SIMPSON H2.SA PLATE ON <br /> PANEL EDGE IS NOT E INSIDE AT EACH TRUSS 2AN FILL LENGTH OF BUILDING 0 e OC ISHEATHING PANEL <br /> SUPPORTED BY BLOCKING• BOTH END WALLS.ATTACH TO TRUSS it NAIL TO PLATE 2 ! <br /> UNLESS NOTED BOTTOM CHORD WITH 2•16d MA SS. <br /> -OINM EDGE WALL TOP PLATES -FASTEN END TRUSS• - <br /> NAIL ALSO AT END WALL TRUSS. PLATE ASSEMSLV TO <br /> MATCH DIAGONAL BRACE LOCATION. <br /> �"/ LOWER TOP PLATE WI <br /> REFERENCE NAILING RAFTERS A�SIDING SIDING H10 ANCHOR AT EACH 2X4 BRACE---"' 2-16d a 16.O.C. <br /> SCHEDULE/Ad OR TRUSSES STUDS THIS DETAIL IS PROVIDED IN LIEU OF A RIGID CEILING SYSTEM I WALL STUDS <br /> _ _ !OM CHORD �� TRUSS BOTTOM CHORD BRACE H2.5A RANCH TRUSS ATTACHMENT END WALL BRACE and f SECTION I <br /> 6 DETAIL WITH BOTTOM 7 — — -- 8 ENDWALL ASSEMBLY DETAIL <br /> O ROOFING SHEATHING NAILING DTL _—: �_ NOT TO SCALE O <br /> TOP PLATES TOP PLATES <br /> - CRIPPLES(AS RED.) -CRIPPLES(IF RED.) <br /> SPACER(IF REQ.) -- SPACER(IF REG.) C DOUBLED HEADER DOUBLED HEADER <br /> STW _ - STUD (] p ZLail-0 <br /> TRIMMER - DOUBLE TRIMMERS Z U4 Er <br /> n C1 u. <br /> ... PLATE SOLE PLATE LL. C W z r <br /> LA. C`-�2 0 A,, <br /> FOR OPENINGS UP FOR OPENINGS 61-01 <br /> TO 5'-11 112"UNLESS AND WIDER UNLESS p x a� <br /> OTHERWISE NOTED OTHERWISE NOTED O v)p <br /> �. <br /> NAILING <br /> HEADER TO STUD-4-8d TOENAIL OR 4-f6d END NAIL. <br /> DOUBLED HEADER-16d 0 16'STAGGERED FACE NAIL <br /> REFERENCE TABLE 2304.9.1 <br /> M p <br /> 4 HEADER DETAIL Sw <br /> NOT TO SCALE <br /> ZU ZLL <br /> a0 <br /> to � <br /> U_ m ww <br /> }g.-�0 <br /> e� oil <br /> C 11 N W <br /> `m .410p �Z <br /> BOUNDARY <br /> NAILING Z y Lei V X m k4i O� <br /> aU OQcrnmU' <br /> LL <br /> Lu <br /> pti oEC�SI L=-W MOi <br /> ATTACH 7116"OSB SHEATHING WITH =H FOIL ..`O b •:e� O CL w J<O <br /> BACKING TO TRUSSES PER NAILING SCHEDULE. A 4l Q CL O <br /> II REFERENCE TABLE 2309,9.1.2X SOLID BLOCKING SETW._ v TRUSSF� + ` <�d53D y 4 x 0 =tr <br /> LL <br /> JSIOBFL L�' I. Z E,m a 3 N Z IM <0j <br /> �IY 01nrr W 0 <br /> <wt9t9y�w <br /> UNHEATED GARAGE SPACE W I LL; J w iLLL <br /> IA CONTINUOUS x O F O m m O 1'- <br /> TOP <br /> iN r FINISH _..Tr2'EXPANSK]N JgNT o <br /> GRADE 1 --CONCRETE F OOR OB V <br /> NAIL SHEATHING TO WALL STIR TRUSSES QI N•O.C. ■' <br /> PER SHEAR WALL SCHEDULE r • < e v 0 <br /> N� <br /> VIIYF PER NOTES a <br /> th <br /> UL- <br /> - <br /> SHEAR TRANSFER NOTES. •m c^X6 STUDS-gl 16`O.C.J •9•• BELOW .5= a <br /> 1.REFERENCE SHEAR WALL SCHEDULE FOR q88 <br /> NAILING AND HOLDOWN REOUIREMENTS. CEILING AND WALLS SHALL h ♦- G <br /> 2.REFERENCE ROOFING SCHEDUJ E FOR BE LEFT UNFINISHED —'(2)Ihl CONTINUOUS 7 <br /> MATERIAL AND NAILING REQUIREMENTS. N BOTTOM m S <br /> ca <br /> NAIL SHEATHING TO SOLE PLATE PER SHEAR WALL d Yry li, Fn v <br /> SCHEDULE EDGE NAILING * P 0' Drawn By: CJT <br /> Date: 2/1116 <br /> SPREAD FOOTING FOUNDATION WITH CURB <br /> Checked <br /> Date: <br /> Revised: <br /> CONTINUOUS FOOTWO NOTES <br /> 1. TOP Or SUS TO BE W MIL ABOVE GRADE.SLAB REINFORCEMENT SMALL Revised: <br /> BEWWFIX8W10•Wf0PERASTM A186.LOCATE AT MONDEPTH OF SLAB. <br /> oH• Title: <br /> SUB REINFgtCLMLNT SMALL BE FIBERMESH 150 OR MEMO <br /> FIBERMESM50.nBERMESH SHOULD BE DISPERSED UNIFORMLY SECTIONS <br /> THROUGH CONCRETE W,MIN,1 POUND PER CUBIC YARD OF CONCRETE. <br /> 2. ALL r DOLING F ORMfi SHALL OF INSPF.CTFO FOR SIZE AND REINFORCING DETAILS <br /> BEFORE POURING CCNNCRETE- <br /> 3. FOOTINGS SHALL BEAR ON UNDIS T URBED NATURAL,COMPETENT <br /> SOt,OR PIOPERLY CIMIPAGTED STRUCTURAL FILL.ALLOWABLE SOIL <br /> aEMNWG PRESSURE 11500 PS'AT 12'BELOW GRADE. <br /> 4. CONCRETE:MINIMUM ZB DAY COMPRESSIVE STRENGTH,rc-2500PSL Scab.NONE <br /> 5, <br /> REINFORCING STEEL.AS 15.GRADE 40 OR GRADE W.ALL REINFORCING <br /> STEEL SHOWN TO BF.CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR Sheet: <br /> WAME:TERS OR 2P. <br /> 6. SnSW DE31ON CATEGORY:6 <br /> tD A ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING <br /> 1rP IRA X 10'UXNG T'BOLTS WITH NUTS AND WASHERS <br /> B. ANCHOR BOLTS smu BE EMBEDDED AT LEAST l INTO THE <br /> y CONCRETE AND SWILL BE SPACED NOT MORE TW W B OC, <br /> C. THEM SMALL BE A MINIMUM OF 2 BOLTS PLR SOLE PLATE PIECE <br /> AMN W ITM 1 BOLT LLK•ATED NOT 161ORE THAN 1.1 NDR LESS TWIN T BOLT <br /> DYUIETERS FROM.EACH END OF EACH PIECE. A 5 <br /> SHEAR TRANSFER DETAIL BUILDING SECTION ATTACH EACH END OF EACH TRUSS TO TOP PLATES VOTHH2.SAOREOUCLIPS qO CF-1 FOUNDATION DETAIL <br /> 3W•V-P O W 3M'=V_Or WALL FRAMING TO BE DIEHF STUD GRADE 0 1B"OC, J A+ ' a 1 1 xak v Sheet 5 of 5 <br />