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4m <br />DETAIL AT RAISED HEEL <br />STRUCTURAL SHEATHING PER PLAN <br />2x4 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 2x4 'L' BACK. 'L Z AT VERTICALS OVER 6'-6' TO 8'-4" USE (2) 2x4 ' <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 2x4 <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 />CONTINUOUS STRUCTURAL SHEATHING <br />TRUSS ANCHOR PER PLAN <br />;' <br />STRUCTURAL SHEATHING <br />SEE PLAN AND DETAILS FOR <br />ATTACHMENT <br />PRE-ENGINEERED WOOD TRUSSES AT 2'-O' O.C. MAX. <br />TRUSS ANCHOR PER PLAN --- <br />FASCIA <br />SEE ARCH. DRAWINGS <br />is <br />5 2x4 OUTLOOKER <br />PER DRAWINGS <br />2x BLOCKING BETWEEN TRUSSES w/ 2x6 FASCIA <br />g (3) 8d INTO SUPPORT 0 EA END TO <br />ADJACENT TRUSS OR TO TOP PLATES <br />2x BLOCKING AT <br />SHEATHING EDGES �' SHEATHING PER PLAN 1x6 w/(3) 8d 0 <br />STRUCTURAL SHEATHING CONTINUOUS EA OUTLOOKER <br />NOTE: AT TRUSS HEEL, w/ SHEATHING EDGE TRUSS SCREW THRU <br />DRAWINGS AND/ OR TRUSS OCATION BRACING AT <br />REFER TO ARCHITECTURAL NAILING REQUIRED. TOP PLATES TO TRUSSCA- <br />SPECIFICAULTED TRUSS. <br />MANUFACTURER DRAWINGS FOR FRAMING PAR PI AN DETAIL AT RAISED HEEL TRUSS PROFILE <br />INFORMATION. (i.e HEEL WHEN 9-1/4` < "D' < 15-1/4': <br />HEIGHTS, SLOPE, OVERHANGS). SOLID 2x BLOCKING BETWEEN o <br />TRUSSES ATTACHED TO TOP a <br />PLATES w/ 8d NAILS 0 6' O.C. <br />ALONG LENGTH OF BRACED cv <br />WALL PANELS ISO <br />- <br />o - <br />TRUSS SCREW O O <br />NOTE. PER RAN ONTINUOUS BRACING TRUSS MANU[ <br />REFER TO ARCHITECTURAL DRAWINGS <br />AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN <br />DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN <br />INFORMATION. (Le. HEEL HEIGHTS, <br />SLOPE, OVERHANGS). <br />FRAMING PER PLAN <br />SHEATHING PER PLAN OTRUSS SCREW THRU TOP PLATES TO TRUSS <br />BOND BEAM PER PLAN <br />©TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL <br />R01 "ROOF TRUSS ON MASONRY R02 ROOF TRUSS ON FRAME <br />20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK <br />FROM GABLE TRUSS. <br />rWHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />SIDE OF BLOCKING. <br />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />O <br />ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48' <br />O.C. 0 APPROX. 45-DEG ANGLE. <br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T" LAP <br />NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. <br />(2) SIMPSON A23 w/ (8) 10d x 1-1/2' <br />(ONE ON EACH SIDE OF BRACE TO TOP PLATE). <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 />U ANCHOR BOLTS AT 4'-O' O.C. MAX. w/2"x2' PL <br />STRUCTURAL SHEATHING CM <br />SEE PLAN FOR ATTACHMENT WASHERS AND 7" EMBEDMENT. <br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED <br />12d's AT 4" O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED <br />TRUSS w/ CONT. 2x4 CONDITION, SEE PLAN AND DETAIL <br />/ <br />20 NAILED FLAT TO TOP OF BRACE ('T' 2x6 NAILED <br />CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP <br />STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOWED <br />SHEATHING SEE PLAN (48MIN MEMBER LENGTH), BRACED <br />FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. <br />FIELD NAILING / BRACE SPLICE SHOWN s' <br />PER PLAN 24 BLOCKING AT 48" 0 C <br />x <br />\ 3 TRUSS BAYS <br />2x6 NAILED 0 BOTTOM <br />WOOD FRAMING <br />PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 "GABLE END TRUSS BRACING DETAIL <br />GABLE END <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 />CONDTIONS OF USE: (OR APPROVED EQUAL) <br />1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE (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 />R13 MISSED TRUSS STRAP REPAIR <br />(TYPICAL CMU WALL CONNECTION) <br />"X'=10% <br />HOUSE WIDTH —� <br />0 <br />0 <br />RIDGE J <br />O GABLE END <br />BOSTON HIP <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x4 FASCIA <br />SHEATHING PER PLAN. <br />GABLE TRUSS — OR — <br />PER PLAN <br />2x4 BETWEEN EA. <br />OUTLOOKER w/(2) <br />10d TOENAILS <br />SHEATHING PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />SHEATHING SEE PLAN <br />FOR ATTACHMENT <br />PRE ENGINEERED <br />TRUSSES AT 24" O.C. <br />2x4 BLOCKING AT 2'-0' <br />O.C. w/ (2) 12d TOE NAILS <br />EDIMENT BLOCKING GABLE <br />EACH END TO TRUSS <br />SHEATHING PER PLAN <br />-VALLEY SET TRUSSES <br />AT 24" O.C. <br />-ROOF SHEATHING <br />VALLEY SET TRUSSES <br />VALLEY SET TRUSSES <br />BOND BEAM PER <br />PLAN AND SCHEDULE <br />META16 AT BLOCKING w/1/4' <br />PER PLAN <br />AT 24' O.C. <br />ROOF SHEATHING <br />AT 24" O.C. <br />ROOF SHEATHING <br />8' CMU WALL SEE PLAN <br />MAX. GAP FROM TOP OF <br />WALL TO BOTT. OF BLOCKING <br />-MIN. 9" LONG 24 GA. <br />PER PLAN <br />PER PLAN <br />FOR VERT. REINF. <br />FLAT STRAP w/ (8) 10d <br />BRACING AT <br />NON -BEARING EXTERIOR WALL <br />-SHEATHING PER _OR_ <br />SHEATHING PER _OR_ <br />SHEATHING PER <br />RO7 "WALL <br />PLAN. <br />PLAN. <br />PLAN. <br />20 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW <br />ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW <br />w/ (3) 10d EACH END. <br />ona 1VALLEY SET OVER FRAME <br />'X' = 10% <br />HOUSE WIDTH <br />O Q 3 <br />RIDGE J <br />GABLE END <br />GABLE X <br />2x4 PURUN 0 EA VALLEY <br />TRUSS, NAIL TO COMMON <br />TRUSS w/(3) 16d GUN NAILS <br />BOTTOM CORD OF VALLEY <br />TRUSS NAILED TO PURUN <br />w/ 10d GUN NAIL 0 8' O.C. <br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />STRUCTURAL SHEATHING PER PLAN <br />AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK <br />20 LADDER FRAMING AT 24' O.C. REQ'D AT <br />FROM GABLE TRUSS. <br />OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS <br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />TOP CHORD w/ (2)-16d NAILS AT 24' O.C. <br />SIDE OF BLOCKING. <br />CONT. 20 w/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />11-4 <br />PRE-ENGINEERED WOOD <br />'X' = 10% OF <br />TRUSSES AT 2'-0' O.C. MAX. <br />3 <br />SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL <br />HOUSE WIDTH <br />SHEATHING. <br />3 <br />TRUSS ANCHOR <br />SEE CONN. CHART <br />3 <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L` BACK. <br />BOND BEAM PER P <br />VERTICALS (•Lp <br />O O x <br />/ <br />BACKS (IEA. SIDE) (OR FRAME PER CASE 3BELOW). <br />2 <br />—� / <br />I <br />FASCIA <br />x SHTG. <br />3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 2x4 <br />C O <br />SEE ARCH. <br />BLOCKING <br />"L' BACK AND AN ADDITIONAL DIAGONAL BRAG` IS <br />DRAWINGS <br />REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL <br />RIDGE <br />MEMBER IN THIS RANGE ATTACH THE DIAGONAL AT MID <br />0 \ I <br />SHEATHING PER <br />HEIGHT AND TO THE BLOCKING BELOW THE ROOF <br />�I X <br />8' CMU WALL OR LINTEL, <br />SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO <br />SEE PLAN FOR P <br />THE SECOND DIAGONAL, A STRONGBACK IS ALSO <br />REINFORCEMENT <br />REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED <br />MASONRY <br />TO EACH L' BACK WITH (2) 12d's ONE SIMPSON <br />HIP X <br />H2.5A OR'ONE USP RT5 CONNECTOR.ND <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 />"X" <br />TILE psg5/32' SPAN RATED PLYWOOD <br />PANEL EDGES 0 SUPPORTSOR (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 />NOTES: <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 107. 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 />R11 ROOF SHEATHING ATTACHMENT DIAGRAM <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/2-10d 0 EA. <br />CROSSING TRUSS MEMBER <br />FOR ROOF SHEATHING <br />NAILING <br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT <br />EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING <br />TO BLOCKING AT 6' Q.C. w/ MINIMUM 8d NAILS, <br />BLOCK 8'-0' BACK FROM GABLE TRUSS. <br />2x4 DIAGONAL BRACING w/ (5) 12d COMMON <br />NAILS EA. E4ND 0 32' MAX. SPACING <br />IF LENGTH IS LESS THAN 4'-0' USE 2x4 'L' BACK, <br />IF LENGTH IS GREATER THEN 4'-Q' USE (2) 20 'L" <br />BACKS. NAIL 'L' BACKS w/12d 012'O.C.(NOTCHED <br />0 TOP w/2-12d TOENAILS <br />'L' BACK -EXTEND 6' PAST <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLAN- J <br />R09C PARTIAL GABLE END TRUSS DETAIL <br />PARTIAL GABLE <br />SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's <br />AT 6' O.C. NOTCH 'L' BACKS AT TOP AND BOTTOM. <br />— 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE "L' <br />BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND <br />THE REMAINDER AT 48' O.C. DIAGONALS OVER 8'-O" MUST HAVE AN ADDITIONAL "T' <br />BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6" O.C.. "T' BRACE LENGTH <br />TO BE THE DIAGONAL'S LENGTH MINUS 12" FROM EACH END. <br />TRUSS ANCHOR <br />SEE CONN. CHART <br />WOOD FRAMING PER PLAN <br />'R UTCH HIP GABLE TRUSS BRACING DETAIL <br />STRUCTURAL <br />SHEATHING PER PLAN <br />PRE ENGINEERED — <br />TRUSSES AT 24" O.C. <br />TRUSS ANCHOR <br />PER PLAN <br />BOND BEAM PER PLAN SHEATHING <br />AND SCHEDULE <br />PER PLAN <br />RA00 WALL BRACING AT BEARING WALL <br />PRE-ENGINEERED ROOF <br />TRUSSES 0 MAX. 24' O.C. <br />SHEATHING PER ARCH J 10 FURRING AT <br />INSTALLED PER MANUF. MAX. 16" O.C. w/ <br />(3)10d AT EA TRUSS <br />sot EXTERIOR CEILING FURRING <br />SCALE: N.T.S. <br />C.OAX ARCHITECTURE: <br />AA26002802 <br />C.OA.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86026 FLORIDA <br />12-13-2019 <br />DATE %11►IIIjj <br />$ r <br />1 <br />14 %i�� <br />N <br />U <br />0 <br />0Ln <br />c <br />00 <br />O� <br />0 <br />A) <br />v <br />"o <br />U <br />obb <br />'2 <br />cn <br />co <br />N <br />as <br />*PulteGroup- <br />RODUCT MANAGER <br />RELEASE <br />DATE: 11 /08 /2019 <br />PROJECT TYPE <br />A• 1 T <br />SPECIFICATION LEVEL <br />Mte <br />PLAN NAME <br />Hanover <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />S4,1 <br />