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STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 24' O.C. MAX. <br />-OR- <br />2x BLOCKING AT SHEATHING <br />2x RIBBON BOARD ATTACHED <br />EDGES w/ (3) 8d NAILS INTO TRUSS <br />TO TRUSS w/ (3)10d NAILS, 24' <br />CONTINUOUS STRUCTURAL <br />O.C. CENTER MAX SPACING <br />SHEATHING NAIL PER TYPICAL <br />CONTINUOUS STRUCTURAL <br />SHEATHING DETAIL <br />SHEATHING NAIL PER TYPICAL <br />TYPICAL TRUSS <br />SHEATHING DETAIL <br />ANCHOR PER PLAN <br />DETAIL AT TRUSS HEEL > 9114' <br />TYPE TRUSS <br />ANCHOR PER PLAN <br />NOTE: <br />REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE INFORMATION. (.e. HEEL HEIGHTS, SLOPE, OVERHANGS) <br />STRUCTURAL SHEATHING, <br />SEE PLAN AND DETAILS FOR <br />ATTACHMENT <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 24' O.C. MAX. <br />TRUSSANCHOR <br />44 <br />PER PLAN <br />FASCIA, (SEE ARCH DWGS) <br />BOND BEAM PER PLAN <br />DETAIL AT TYPICAL TRUSS w/ HEEL < 91/4' <br />ROOF�TRUS�SON�MASO�NRY <br />iv � scale: <br />File Name: <br />1/2"=1'-0" RWM-010 <br />SHEATHING SEE PLAN <br />FOR ATTACHMENT <br />PRE ENGINEERED <br />TRUSSES AT 24' O.C. <br />20 BLOCKING AT 2'-0" D.C. w/ (2) 12d TOE NAILS <br />EACH END TO TRUSS <br />BOND BEAM PERSHEATHING PER PLAN <br />PLAN AND SCHEDULE 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 />R07 "WALL BRACING ATN ON -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 />CONDTIONS 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, Ibs. 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 MALL CONNECTION) <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. <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 />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />1 x6 w/(3) 8d <br />EA. OUTLOOKER <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x4 FASCIA <br />SHEATHING <br />PER PLAN. — O R — <br />GABLE TRUSS <br />PER PLAN 2x4 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 />onn VALLEY SET OVER FRAME <br />I1VV JUL <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />PRE-ENGINEERED ROOF <br />TRUSSES @ MAX. 24" O.C. <br />1x4 FURRING AT <br />SHEATHING PER ARCH MAX. 16" O.C. w/ <br />INSTALLED PER MANUF. (3)10d AT EA TRUSS <br />soy EXTERIOR CEILING FURRING <br />SCALE: N.T.S. <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER _OR_ <br />PLAN. <br />(1) SDWC15600 TRUSS SCREW <br />TO EVERY TRUSS BELOW <br />— <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 />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT <br />8d NAILS. BLOCK4 BAYS BACK <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 />IF <br />CONT. 2x4 w/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />2 x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />PRE-ENGINEERED WOOD <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />tO.C. <br />" <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 />STRUCTURAL SHEATHING. <br />® APPROX. 45-DEG ANGLE. <br />TRUSS ANCHOR 3 <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE <br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T" LAP <br />SEE CONN. CHART <br />2x4 "L" BACK. <br />NAILED w/ (2) ROWS 10d GUN NAILS @ 8' O.C. <br />BOND BEAM PER PLA <br />2. AT VERTICALS OVER 6'-6' TO 8'-4" <br />(2) SIMPSON A23 w/ (8) 10d x 1-1/2" <br />USE (2) 2x4 "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 />(�MI I ANCHOR BOLTS AT 4'-0" O.C, MAX. w/2"x2" PL. <br />STRUCTURAL SHEATHING <br />�+ u 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 />\ CONTINUOUS 2z4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED <br />/ BRACE) NAILED TO DIAG. w/ 10d GUN ® TOP <br />STRUCTURAL NAILS ® 8" O.C. BUTT JOINT ALLOWED <br />SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED <br />FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. <br />FIELD NAILING % BRACE SPLICE SHOWN <br />PER PLAN \ 2x4 BLOCKING AT 48" O.C. -' <br />\ / 3 TRUSS BAYS <br />FRAMING 2x6 NAILED ® BOTTOM <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 PABLE�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 VERTICAL MEMBER IN THIS RANGE. ATTACH <br />THE DIAGONAL AT MID HEIGHT AND TO THE <br />2z4 DIAGONAL BRACING w/ (5) 12d BLOCKING BELOW THE ROOF SHEATHING w/ <br />COMMON NAILS TO BLOCKING AND <br />TO THE "L' BACK. UNLESS NOTED (5) 12d's AT EACH END. IN ADDITION TO <br />OTHERWISE ON PLANS, PROVIDE THE SECOND DIAGONAL, A STRONGBACK IS <br />ONE BRACE AT THE PEAK AND THE ALSO REQUIRED AT THESE VERTICALS AND <br />REMAINDER AT 48" O.C. DIAGONALS MUST BE ATTACHED TO EACH "L" BACK <br />OVER 8'-0" MUST HAVE AN WITH (2) 12d's AND ONE SIMPSON H2.5A <br />TRUSS ANCHOR ADDITIONAL "T" BRACE ATTACHED OR ONE LISP RT5 CONNECTOR. <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 />R09B DUTCH HIP GABLE TRUSS BRACING DETAIL <br />►n►nnn <br />"X" = 10% <br />"X" = 10% <br />"X" = 10% OF <br />HOUSE WIDTH <br />Q I <br />HOUSE WIDTH <br />� <br />� <br />HOUSE WIDTH <br />0 0 <br />RIDGE —' <br />GABLE END —� <br />BOSTON HIP <br />RIDGE <br />�1 GABLE END <br />GABLE z � <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: 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 I LS: <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 />Qii ROOF SHEATHING ATTACHMENT DIAGRAM <br />SHEATHING PER <br />PLAN. <br />20 PURLIN @ 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 />2A 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 />NNLING <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 />20 DIAGONAL BRACING w/ (5) 12d COMMON <br />NAILS EA. E4ND 0 32" MAX. SPACING <br />----IF LENGTH IS LESS THAN 4'—O" USE 2x4 "L" BACK, <br />IF LENGTH IS GREATER THEN 4'-0' USE (2) 20 "L" <br />BACKS. NAIL "L" BACKS w/12d ®12'O.C.(NOTCHED <br />® TOP w/2-12d TOENAILS <br />'L" BACK —EXTEND 6" PAST <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLAN' <br />PARTIAL GABLE END TRUSS �Ej�lR09C � <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />D THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />® BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />4/9/21 <br />DATE tilIfII <br />';�4AOF <br />��, �•. Fla ,.••'��'ti�• <br />0 AL J�%\ �4 <br />flttll <br />O <br />00 <br />AM <br />L <br />C:)G <br />11 <br />n� <br />�-I <br />o <br />v� <br />N <br />U`Y' <br />0tz <br />c� <br />• <br />-� <br />r,�� <br />V <br />O <br />'-' <br />� <br />w <br />bJD <br />cn <br />N <br />� <br />Amh <br />NPulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />High ate <br />NPC CH'IM NU ER <br />2811.500 <br />SHEET <br />LXX <br />