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rs <br /> r TRUSS BLOCKINGI <br /> DOF SHEATHING �•��� GABLE TRUSS <br /> SEE PROJECT NOTES FOR MATERIALS �i;y� STUDS AS NOTED IN <br /> TRUSS (4 BLOCK W/A34 AT EACH END AND GABLE TRUSS BOTTOM CORD SHEAR WALL SCHEDULE. Il�lw <br /> 4'x8'x7/16"OSB NAIL TO INTERMEDIATE FRAMING8d COMM NAILS THRU ROOF SHEATHING® END WALL USE(2)2X OR(i)3X OR f4' <br /> TOE NAIL NAIL SHEATHING PER GREATER STUD. <br /> WITH FOIL BACKING MEMBERS-REFERENCE NAILING TRUSS liNN <br /> SCHEDULE/S2BLOCKING TO (4 BRACE AT 6'OC ATTACH WITH 16d NAILING SCHEDULE `7�� 1 II <br /> /JU: IA <br /> SHINGLES TOP PLATE OMMON FACE NAILS AT BLOCK AND AT 'J / / /ICJ <br /> DIAPHRAGM NAIL BOT.CHORD TO <br /> OOF SHEATHING.3 NAILS EACH SIDE 1'JJJ' y "+� <br /> BOUNDARY I. UPPER TOP PLATE FROM /A l i , SDSi/4X3 SCREWS Ob /� <br /> TRIMRUSS BELOW W/16d NAILS @ 9" �r 1' . <br /> O.C.BEFORE SETTING ON +1,_�� f HEX NUT � <br /> TTACH END WALL TRUSS TO TOP PLATE WITH I, WALL r 1/ ri1%: * '� <br /> AILS PER SHEAR WALL SCHEDULE. _6_ �'" ---,,,A_I/ IN_ HDU HOEDOWN <br /> I_` BOTTOM EDGE OF TOP _— /SIMPSON H2.SA PL2 2 HEADER <br /> INSIDE AT EACH ' U - <br /> PANEL EDGE IS NOT (4 FULL LENGTH OF BUILDING @ 6'OC SHEATHING PANEL ()SUPPORTED BY BLOCKING- DTH END WALLS.ATTACH TO TRUSS 1 NAIL TO PLATE 2TREATED SILL PLATEUNLESS NOTED DTTOM CHORD WITH 2-16d NAILS. TOPOF7'OVERHEADIP EDGEWALL TOP FASTEN END TRUSS-4IL ALSO AT END WALL TRUSSr BOTTOM OFHEADER DOORPLATE ASSEMBLY TO I ATCH DIAGONAL BRACE LOCATION. � @ 6-10 1/8"A.F.F. SSTB ANCHORLOWER TOP PLATE W/REFERENCE NAILING RAFTERS AND/ SIDING 10 ANCHOR AT EACHROVIDE INI2-i6tl@16"O.C "I SCHEDULE/S2 OR TRUSSES THIS DETAIL IS PROVIDED IN LIEU OF A RIGID CEILING SYSTEM WALL STUDS �I �11 � —\,_ FOUNDATION d+ r i,-. e <br /> END WALL BRACE and .SECTION OVERHEAD DOOR 'S <br /> H2.5A RANCH TRUSS ATTACHMENT RUSS BOTTOM CHORD BRACE SSTB&HDU INSTALLATION fk, ° <br /> © ROOFING SHEATHING NAILING DTL O DETAIL WITH BOTTOM CHORD �OTTOSCALE O9 ENDWALL ASSEMBLY DETAIL 10 HEADER DETAIL 11 NOT TO SCALE `�'' /Qun� � <br /> TOP PLATES TOP PLATES 28 OCT 2020 <br /> CRIPPLES(AS REQ.) CRIPPLES(IF REQ.) <br /> SPACER(IF REQ.) SPACER(IF REQ.) <br /> DOUBLED HEADER DOUBLED HEADER Z F"o <br /> STUD STUD Z WOW{�.1 o <br /> TRIMMER DOUBLE TRIMMERS 094 Q G U.K 0O a <br /> SOLE PLATE SOLE PLATE <br /> ,a aa' z 0¢X <br /> i.i al C7 SQWOOW <br /> FOR OPENINGS UP FOR OPENINGS 6'-0" w u @) 0v o°00 <br /> TO 5'-11 1/2"UNLESS • AND WIDER UNLESS t W I,,1 ¢¢�, <br /> OTHERWISE NOTED OTHERWISE NOTED I~iLiZ c)aa d,> <br /> 0 <br /> z Uc4-a- <br /> 44 <br /> NAIUNG: <br /> HEADER TO STUD-4-Bd TOENAIL OR 4-16d END NAIL <br /> DOUBLED HEADER-16d @ 16"STAGGERED FACE NAIL co <br /> REFERENCE TABLE 602.3 99 <br /> P- <br /> O HEADER DETAIL 3I- <br /> NOT TO SCALE <br /> W <br /> p co CD <br /> -M �LL ILN <br /> O ..,-v,,;w3 <br /> v <br /> w o <br /> e 06yQ� <br /> 6E .o-W rsi a(~pW <br /> Z.9 i/O X a o W <br /> O C.) 0<N(TNW <br /> LL 0 z <br /> 0 z W <br /> W> Q 0 W <br /> 2F 0}0= <br /> H-W alJZ�F <br /> BOUNDARY a 1 H=-0ZOUJ ,W(40 0 <br /> NAILING\ N LL tq=—U U <br /> ) Z LL <br /> H ZQ o)W c4OLL7L <br /> g a'a 01-1- <br /> W yQ.' <br /> • W 0 0 <br /> OZ=ZZm I—U.W <br /> W 0 O H 0 0 2 <br /> W(7)IIL=laL 3 J J}Rico <br /> UNHEATED GARAGE SPACE II—0 H 0 m m Q m W <br /> 2X SOLID BLOCKING BETWEEN TRUSSES ANCHOR BOLT 8 o <br /> P.T.SILL PLATE •R 0 <br /> PER NOTES BELOW N(� w <br /> #4 CONTINUOUS w y Z 1 S <br /> Ja 1'4, / TOP8 BOTTOM =c,0 'm!y <br /> 1' FINISH Cl_/ CONCRETE FLOOR in w <br /> ATTACH 7/16"OSB SHEATHING WITH FOIL GRADE �� 7 031 >5 N w <br /> BACKING TO TRUSSES PER NAILING SCHEDULE. m f`� o En ' o 1 d.N z <br /> REFERENCE TABLE R602.3(1). _ III' D0n� o w <br /> V <br /> rc <br /> 4 SLAB REINFORCEMENT 44 tr S <br /> PER NOTES BELOW NE <br /> ®a <br /> NAIL SHEATHING TO WALL STUDVW. O oPER SHEAR WALL SCHEDULE 3"CLR. THICKENED SLAB <br /> _ k 71 - MIN. Drawn By:JS <br /> _ SHEAR TRANSFER NOTES: - TRUSSES @ 24"O.C. Date: 10/14/2020 <br /> 1.REFERENCE SHEAR WALL SCHEDULE FOR _ MONOLITHIC FOUNDATION <br /> NAILING AND HOLDOWN REQUIREMENTS. = SHINGLES Checked By: <br /> — 2.REFERENCE ROOFING SCHEDULE FOR - 2x4 STUDS @ 16"O.C. Date: <br /> MATERIAL AND NAILING REQUIREMENTS. - - <br /> FELT Revised: <br /> TON TOP OF SLAB TOBE 6O MIN.ABOVE GRADE.SLAB REINFORCEMENT SHALL <br /> BE WWF 6X6 W10HW10 PER ASTM A185.LOCATE AT MID-DEPTH OF SLAB. Revised: <br /> — CEILING AND WALLS SHALL - 'OR- <br /> T <br /> NAIL SHEATHING TO SOLE PLATE PER SHEAR WALL _ BE LEFT UNFINISHED - SUB REINFORCEMENT SHALL BE FIBERMESH 150OR BLENDED Title: <br /> FIBERMESH150.FIBERMESH SHOULD BE DISPERSED UNIFORMLY _ <br /> SCHEDULE EDGE NAILING - THROUGH CONCRETE WI MIN.I POUND PER CUBIC YARD OF CONCRETE. SHINGLES&FELT UNDER <br /> - - 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING SECTIONS <br /> - _ BEFORE POURING CONCRETE. FLANGE ON LOW SIDE DETAILS <br /> — 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL,COMPETENT <br /> Y COMPACTED STRUCTURAL FILL. <br /> ABLE <br /> ! 'e . I _ /. CONCRETE:RIPRESSURENG MP IS 1D COMPREPSF AT SSIVE BELOW STGRADE,fOCW 2500 PSIL FLANGE ON HIGH SIDE ` _ <br /> - ° - 5. REINFORCING TOBEOI CONTINUOUS MAY <br /> ALL REINFORCING R SHEATING Scale:NONE <br /> SHINGLES&FELT OVER <br /> TEEL <br /> GRADE 10 OR <br /> STEEL SHOWN TO BE MAY BE LAPPEDA MINIMUM OF 388A `�/^� Sheet: <br /> DIAMETERS OR 2r. `vim` ��\s_ <br /> ]// l 8. AEISA_ITCACH PRESSUREESIGN OTREATED SOLE PLATE TO THE FOOTING USING <br /> 12'CIA X 10.LONG I''BOLTS WITH NUTS AND 3.X.TX1/4'PLATE <br /> WASHERS. At ' <br /> 20-0" B. ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 7'INTO THE <br /> CONCRETE AND SHALL BE SPACED NOT MORE THAN 6'OGTRUSSC. THERE SHALL BEA MINIMUM OF2 BOLTS PER SOLE PLATE PIECE S3 <br /> MATH 1 BOLT LOCATED NOT MORE THAN 12'NOR LESS THAN 7 BOLT 2x4 BRACING <br /> DIAMETERS FROM EACH END OF EACH PIECE <br /> SHEAR TRANSFER DETAIL BUILDING SECTION ATTACH EACH END OF EACH TRUSS TO TOP PLATES WITH H2.5A OR EQUIV CLIPS. CF-1 FOUNDATION DETAIL <br /> O 3/4"=1'-0" O3/8"=1-0" WALL FRAMING TO BE 2X4 HF STUD GRADE @16"OC. <br /> O 3/4'=1'-0"Br ln6 wale IRC ® SKYLIGHT DETAIL ` Sheet 3 of 3 <br />