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0 <br />3 <br />Q <br />0 <br />cn <br />0 <br />0 <br />N <br />0 <br />N <br />o; <br />N <br />0 <br />z <br />w <br />0 <br />CONTINUOUS STRUCTURAL SHEATHING <br />TRUSS ANCHOR PER PLAN - <br />STRUCTURAL SHEATHING <br />SEE PLAN AND DETAILS FOR <br />ATTACHMENT <br />DETAIL AT RAISED HEEL <br />PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. <br />TRUSS ANCHOR PER PLAN <br />FASCIA <br />SEE ARCH. DRAWINGS <br />R01 <br />2x BLOCKING AT <br />SHEATHING EDGES <br />NOTE: <br />REFER TO ARCHITECTURAL <br />DRAWINGS AND/ OR TRUSS <br />MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE <br />INFORMATION. (i.e. HEEL <br />HEIGHTS, SLOPE, OVERHANGS). <br />THING PER PLAN <br />�OOF TRUSS ON MASONRY <br />o �— <br />Zx <br />\o <br />STRUCTURAL SHEATHING CONTINUOUS <br />AT TRUSS HEEL, w/ SHEATHING EDGE <br />NAILING REQUIRED. <br />FRAMING PER PLAN <br />WHEN 9-1/4" < "D" < 15-1/4": <br />SOLID 2x BLOCKING BETWEEN Z <br />TRUSSES ATTACHED TO TOP <br />PLATES w/ 8d NAILS @ 6" O.C. ,� Z <br />ALONG LENGTH OF BRACED N <br />WALL PANELS <br />a <br />2x BLOCKING BETWEEN TRUSSES w/ <br />(3) 8d INTO SUPPORT ® EA END TO <br />ADJACENT TRUSS OR TO TOP PLATES <br />SHEATHING PER PLAN <br />TRUSS SCREW THRU LOCATION OF BRACING AT <br />TOP PLATES TO TRUSS VAULTED TRUSS. <br />DETAIL AT RAISED HEEL <br />TRUSS SCREW V-K <br />NOTE: PER PLAN CONTINUOUS BRACING TRUSS MANUF. <br />REFER TO ARCHITECTURAL DRAWINGS <br />AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN <br />DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN <br />INFORMATION. (i.e. HEEL HEIGHTS, <br />SLOPE, OVERHANGS). <br />FRAMING PER PLAN <br />1� TRUSS SCREW THRU TOP PLATES TO TRUSS <br />Q2 TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL <br />R02 ROOF TRUSS ON FRAME <br />Lu <br />CTURAL <br />THING SEE PLAN <br />ATTACHMENT <br />ENGINEERED <br />SES AT 24" O.C. <br />20 BLOCKING AT 2'-0" <br />O.C. w/ (2) 12d TOE NAILS <br />EACH END TO TRUSS <br />BOND BEAM PER SHEATHING PER PLAN <br />PLAN AND SCHEDULE <br />META16 AT BLOCKING w/1/4" <br />8" CMU WALL. SEE PLAN MAX. GAP FROM TOP OF <br />FOR VERT. REINF, WALL TO BOTT. OF BLOCKING <br />Q, W­kLLBRWCI­WG�ATNON-BEARING EXTERIOR WALL <br />(8) 10d NAILS EACH `. <br />ENGINEERED WOOD <br />ROOF TRUSS AT 24" <br />O.C. MAX. <br />CMU WALL <br />(4) 1/4" 0 c 2-1/4" MASONRY —' <br />SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 <br />COND110NS OF USE: (OR APPROVED EQUAL) <br />1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED <br />2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. <br />3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. <br />IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. <br />(1313 MISSED TRUSS STRAP REPAIR <br />(TYPICAL CMU WALL CONNECTION) <br />STRUCTURAL SHEATHING PER PLAN <br />20 LADDER FRAMING AT 24" O.C. REQ'D AT <br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS <br />TOP CHORD w/ (2)-16d NAILS AT 24" O.C. <br />CONT. 2x4 w/ (2) 12d NAILS <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L" BACK. <br />2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 20 <br />"L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS <br />REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL <br />MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID <br />HEIGHT AND TO THE BLOCKING BELOW THE ROOF <br />SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO <br />THE SECOND DIAGONAL, A STRONGBACK IS ALSO <br />REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED <br />TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 <br />CONNECTOR. <br />20 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />1 x6 w/(3) 8d <br />EA. OUTLOOKER <br />20 OUTLOOKER <br />PER DRAWINGS <br />20 FASCIA <br />SHEATHING _ <br />PER PLAN. OR <br />R <br />GABLE TRUSS <br />PER PLAN 20 BETWEEN EA.� <br />OUTLOOKER w/(2) <br />10d TOENAILS <br />EDIMENT BLOCKING @ GABLE <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />MIN. 9" LONG 20 GA. <br />FLAT STRAP w/ (8) 10d <br />SHEATHING PER _OR_ <br />PLAN. <br />2x4 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />QAQ1VALLEY SET OVER FRAME <br />I lvv 1V& <br />SHEATHING <br />PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />PRE-ENGINEERED ROOF <br />TRUSSES 0 MAX. 24" O.C. <br />SHEATHING PER ARCH -1/10 FURRING AT <br />INSTALLED PER MANUF. MAX. 16" O.C. w/(3)10d AT EA TRUSS <br />soy EXTERIOR CEILING FURRING <br />SCALE: N.T.S. <br />SHEATHING PER —OR— <br />PLAN. <br />(1) SDWC15600 TRUSS SCREW <br />TO EVERY TRUSS BELOW <br />20 BLOCKING AT DIAGONALS ONLY. <br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />ATTACH AT EACH END w/ (2) 12d <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />TOENAILS. NAIL SHEATHING TO <br />AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK <br />STRUCTURAL SHEATHING PER PLAN <br />BLOCKING AT 6" O.C. w/ MINIMUM <br />FROM GABLE TRUSS. <br />8d NAILS. BLOCK4 BAYS BACK <br />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT <br />FROM GABLE TRUSS. <br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS <br />WHEN SECOND BRACE IS REQUIRED, <br />SIDE OF BLOCKING. <br />TOP CHORD w/ (2)-16d NAILS AT 24" O.C. <br />NAIL TO OPPOSITE SIDE OF BLOCKING. <br />CONT. 2x4 w/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />PRE-ENGINEERED WOOD <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />TRUSSES AT 2'-0" O.C. MAX. 3 <br />SEE PLAN FOR ATTACHMENT OF ALL <br />3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" <br />/Z <br />STRUCTURAL SHEATHING. <br />O.C. ® APPROX. 45-DEG ANGLE. <br />TRUSS ANCHOR 3 <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE <br />O SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T° LAP <br />SEE CONN. CHART <br />20 "L" BACK. <br />NAILED w 2 ROWS 10d GUN NAILS @ 8 O.C. <br />/ () <br />BOND BEAM PER PLAN <br />2. AT VERTICALS OVER 6'-6" TO 8'-4" <br />(2) SIMPSON A23 w/ (8) 10d x 1-1/2" <br />USE (2) 20 "L" BACKS (1 EA. SIDE) (OR <br />(ONE ON EACH SIDE OF BRACE TO TOP PLATE). <br />2 SHTG <br />FRAME PER CASE 3 BELOW) <br />SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN <br />AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" <br />CMU ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2%2" PL. <br />STRUCTURAL SHEATHING WASHERS AND 7" EMBEDMENT. <br />SEE PLAN FOR ATTACHMENT <br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED <br />BEAM PER PLAN. FOR RAKED BEAM AT VAULTED <br />TRUSS w/ 12d's AT 4" O.C. CONDITION, SEE PLAN AND DETAIL. <br />CONT. 2x4 <br />/ 20 NAILED FLAT TO TOP OF BRACE ("T" <br />CONTINUOUS / 2x6 NAILED BRACE) NAILED TO DIAL. w/ 10d GUN STRUCTURAL NAILS ® 8" O.C. BUTT JOINT ALLOWED ®TOP <br />SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED <br />FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. <br />FIELD NAILING % BRACE SPLICE SHOWN god <br />PER PLAN \ 2x4 BLOCKING AT 48" O.C. - <br />3 TRUSS BAYS <br />FRAMING 2x6 NAILED 0 BOTTOM <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 ".GABLE END TRUSS BRACING DETAIL <br />GABLE END <br />—FASCIA x <br />SEE ARCH. BLOCKING <br />DRAWINGS 3, AT VERTICALS OVER 8'-4" TO 13'-0" <br />8" CMU WALL OR USE ONE 2x4 "L" BACK AND AN <br />LINTEL, SEE PLAN SHEATHING PER ADDITIONAL DIAGONAL BRACE IS REQUIRED <br />FOR REINFORCEMENT PLAN AT THE PEAK AND AT EVERY OTHER <br />MASONRY THE VERTICAL MEMBER IN THIS RANGE. ATTACH <br />THE DIAGONAL AT MID HEIGHT AND TO THE <br />2x4 DIAGONAL BRACING w/ (5) 12d BLOCKING BELOW THE ROOF SHEATHING w/ <br />COMMON NAILS TO BLOCKING AND (5) 12d's AT EACH END. IN ADDITION TO <br />TO THE "L" BACK. UNLESS NOTED THE SECOND DIAGONAL A STRONGBACK IS <br />OTHERWISE ON PLANS, PROVIDE ALSO REQUIRED AT THESE VERTICALS AND <br />ONE BRACE AT THE PEAK AND THE MUST BE ATTACHED TO EACH "L" BACK <br />REMAINDER AT 48" O.C. DIAGONALS WITH (2) 12d's AND ONE SIMPSON H2.5A <br />OVER 8'-0" MUST HAVE AN OR ONE USP RT5 CONNECTOR. <br />TRUSS ANCHOR ADDITIONAL "T" BRACE ATTACHED <br />SEE CONN. CHART TO THE NARROW EDGE w/ /12d's SIDE NAIL ALL "L" BACKS AND <br />FRAMING PER PLAN AT 6" O.C.. "T" BRACE LENGTH TO STRONGBACKS w/ 12d's AT 6" O.C. NOTCH <br />- BE THE DIAGONAL'S LENGTH MINUS "L" BACKS AT TOP AND BOTTOM. <br />12" FROM EACH END. <br />WOOD DUTCH�Hjp �BLE TRUSS�BRACIN�GD ETAIL <br />R09B �u <br />HOUSE 11 WIDTH ® HOUSE WIDTH <br />X <br />0 0 x 3 <br />i <br />J <br />>< <br />RIDGE�]/ X RIDGE <br />O GABLE END , (j) GABLE END <br />BOSTON HIP X�� GABLE dj <br />"X" = 10% OF <br />NnIICF WUP <br />ROOF SHEATHING <br />NAILS <br />ROOF FASTENING ZONES <br />SHINGLE: <br />7/16" SPAN RATED PLYWOOD OR OSB <br />8d RING SHANK <br />0.113" x 2-3/8" <br />1 <br />2 <br />3 <br />OFFSET DIMENSION "X" = 10% HOUSE WIDTH <br />"X" <br />TILE: 15/32" SPAN RATED PLYWOOD <br />OR OSB <br />PANEL EDGES @ SUPPORTS (1) <br />6" O.C. <br />6" O.C. <br />4" O.C. <br />PANEL FIELD 1 <br />6" O.C. <br />6" O.C. <br />6" O.C. <br />METAL: <br />15/32" SPAN RATED PLYWOOD w/24 GA. <br />19/32" SPAN RATED PLYWOOD w/26 GA. <br />NO ILS: <br />1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. <br />2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. <br />3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE. <br />30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE <br />ROOF SHEATHING ATTACHMENT DIAGRAM <br />R11 <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />PLAN. <br />2x4 PURLIN 0 EA VALLEY <br />TRUSS. NAIL TO COMMON <br />TRUSS w/(3) 16d GUN NAILS <br />BOTTOM CORD OF VALLEY <br />TRUSS NAILED TO PURLIN <br />w/ 10d GUN NAIL ® 8" O.C. <br />20 LADDER FRAMING AT 24" O.C. REQ'D AT <br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS <br />TOP CHORD w/ (2)-16d NAILS AT 24" O.C. <br />CONT. 2x6 w/ (2) 12d NAILS----,_ <br />STRUCTURAL SHEATHING PER PLAN <br />2x BLOCKING BETWEEN EA. <br />TRUSS MEMBER OR TRUSS WEB. <br />2x LEDGER w/?-10d @ EA. <br />CROSSING TRUSS MEMBER <br />FOR ROOF SHEATHING <br />NAILING <br />20 BLOCKING AT DIAGONALS ONLY. ATTACH AT <br />EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING <br />TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. <br />BLOCK 8'-0" BACK FROM GABLE TRUSS. <br />2x4 DIAGONAL BRACING w/ (5) 12d COMMON <br />NAILS EA. EAD @ 32" MAX. SPACING <br />CIF LENGTH IS LESS THAN 4'-0" USE 20 "L" BACK, <br />IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 "L" <br />BACKS. NAIL "L" BACKS w/12d 012"0.C.(NOTCHED <br />0 TOP w/2-12d TOENAILS <br />"L" BACK -EXTEND 6" PAST <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLANJ <br />PARTIAL GABLE END TRUSS �Ejtl�R09C � <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />❑ THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />Y BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12/3/20 <br />DATEi,l,�lillt/�� i <br />w Q TATE/fill% <br />ty <br />v <br />°O <br />• rl <br />O <br />� <br />o <br />00 <br />-:r <br />v <br />a� <br />U <br />c <br />cIZ% <br />� <br />0 <br />bA <br />rq <br />cz <br />N <br />as <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XxAm <br />PROJECT TYPE <br />le F Sinamfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHI NU ER <br />2811.500 <br />SHEET <br />S4.1 <br />