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2x BLOCKING AT <br />SHEATHING EDGES <br />NOTE: <br />REFER TO ARCHITECTURAL <br />DRAWINGS AND/ OR TRUSS <br />MANUFACTURER DRAWINGS FOR <br />CONTINUOUS STRUCTURAL SHEATHING <br />SPECIFIC TRUSS PROFILE <br />INFORMATION. (i.e. HEEL <br />HEIGHTS, SLOPE, OVERHANGS). <br />TRUSS ANCHOR PER PLAN <br />STRUCTURAL SHEATHING <br />SEE PLAN AND DETAILS FOR <br />DETAIL AT RAISED HEEL <br />�I <br />ATTACHMENT <br />PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. <br />TRUSS ANCHOR PER PLAN <br />FASCIA <br />SEE ARCH. DRAWINGS <br />BOND BEAM PER PLAN - - - - - - SHEATHING PER PLAN <br />ROOF TRUSS ON MASONRY <br />R 0 1 <br />"X" = 10% "X" = 10% <br />HOUSE WIDTH � � HOUSE WIDTH <br />z <br />RIDGE X RIDGE <br />OO GABLE END — �i GABLE END <br />BOSTON HIP X GABLE Ix <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />1x6 w/(3) 8d @ <br />EA. OUTLOOKER <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />20 FASCIA <br />SHEATHING PER PLAN. <br />GABLE TRUSS _ OR - <br />PER PLAN <br />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) 1Od <br />SHEATHING PER -OR- <br />PLAN. <br />UNDER TRUSS <br />TRUSS CHORDS <br />iCH END. <br />Dnr VALLEY SET OVER FRAME <br />PRE-ENGINEERED ROOF <br />TRUSSES @ MAX. 24" O.C. 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. 20 w/ (2) 12d NAILS <br />1. AT VERTICALS 3'-6" TO 6' 6" USE ONE 20 "L" BACK. <br />SHEATHING PER ARCH , 1x4 FURRING AT <br />INSTALLED PER MANUF. MAX. 16" O.C. w/ 2. AT VERTICALS OVER 6'-6' TO 8'-4" USE (2) 20 "L" <br />(3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />sot EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 2z4 <br />SCALE N.T.S. "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 />"X" = 10% OF <br />HOUSE WIDTH <br />D 2 7 <br />/ / <br />RIDGE <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 />NOTLS: <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 />3 <br />0 <br />O <br />QJ <br />0 <br />U <br />0 <br />CV <br />CD <br />CV <br />N <br />4 <br />w <br />O <br />a <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 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 />WHEN 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 />3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" <br />O.C. @ APPROX. 45-DEG ANGLE. <br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP <br />zi �) //-, <br />NAILED w/ (2) ROWS 10d GUN NAILS @ 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 />STRUCTURAL SHEATHING ('�MI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2%2" PL. <br />SEE PLAN FOR ATTACHMENT v V WASHERS AND 7" EMBEDMENT. <br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF @ 16" O.C. <br />TRUSS w/ 12d's AT 4" O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER <br />of l Gnp Qe�r�n RGeu AT VAULTED Trn rnnininnni c�� <br />FOR <br />/ <br />�.... ......� �.w...., .., "" �� <br />CONT. 2x4 PLAN AND DETAIL. <br />20 NAILED FLAT TO TOP OF BRACE ("T" <br />CONTINUOUS / <br />\ BRACE) NAILED TO DIAG. w/ 10d GUN 2x6 NAILED@TOP <br />STRUCTURAL <br />NAILS @ 8" O.C. BUTT JOINT ALLOWED <br />SHEATHING SEE PLAN <br />(48' MIN MEMBER LENGTH), BRACED <br />FOR ATTACHMENT <br />REQUIRED TO BE CONTINUOUS OVER DIAG. <br />BRACE SPLICE SHOWN <br />FELD NAILING <br />PER PLAN <br />20 BLOCKING AT 48' 0 C - <br />\ x .. <br />\ / 3 TRUSS BAYS <br />FRAMING 2x6 NAILED @ BOTTOM <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 PABLE�ENDTRUSS BRACING DETAIL <br />GABLE END <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. 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 @ EA. <br />CROSSING TRUSS MEMBER <br />FOR ROOF SHEATHING <br />NAILING <br />SHEATHING PER <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'-0' USE 2x4 'L' BACK, <br />IF LENGTH IS GREATER THEN 4'-O' USE (2) 20 "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 />),PARTIAL GABLE END TRUSS DETAIL <br />R 0 9 C , PARTIAL GABLE <br />(8) 10d NAILS EACH <br />SHEATHING PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER PLAN. -OR- <br />(1) SDWC15600 TRUSS SCREW <br />TO EVERY TRUSS BELOW <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />PLAN. <br />-- ---,----,- - - - - -- <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 />EACH END TO TRUSS <br />` SHEATHING PER PLAN <br />BOND BEAM PER <br />PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' <br />MAX. GAP FROM TOP OF <br />8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING <br />FOR VERT. REINF. <br />R07WALL BRACING AT NON -BEARING EXTERIOR WALL <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 PURUN <br />w/ 10d GUN NAIL @ 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 />2x4 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. 2x4 w/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />PRE-ENGINEERED WOOD <br />RED <br />TRUSSES AT O.C. MAX. <br />3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL <br />SHEATHING. <br />TRUSS ANCHOR 3 <br />SEE CONN. CHART <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2z4 "L" BACK. <br />BOND BEAM PER PLA <br />2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />FASCIA 2x SHTG. <br />3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 <br />SEE ARCH. BLOCKING <br />"L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS <br />DRAWINGS <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 />8" CMU WALL OR LINTEL, <br />SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITTON TO <br />SEE PLAN FOR <br />PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO <br />REINFORCEMENT <br />REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED <br />TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON <br />CMU <br />H2.5A OR ONE USP RT5 CONNECTOR. <br />SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's <br />AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. <br />20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE "L" <br />/ <br />BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND <br />THE REMAINDER AT 48" O.C. DIAGONALS OVER 8'-0" MUST HAVE AN ADDITIONAL <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 />\ <br />SEE CONN. CHART <br />►ninon <br />FRAMING PER PLAN <br />B R09�UTCH HIP GABLE TRUSS BRACING DETAIL <br />BOSTON HIP <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 RVE (5) CONSECUTIVE LOCATIONS. EACH MISSED <br />LO <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 S�RAP�REPAIR <br />(TYPICAL CMU WALL CONNECTION) <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />0- <br />0 <br />N <br />O <br />N <br />0 <br />U <br />0 <br />w, <br />p <br />(=> <br />W <br />0 <br />-:v <br />� <br />o0 <br />c+7 <br />o <br />ovVJ <br />� <br />�O <br />C3 <br />�-1 <br />O <br />Q) <br />a, <br />45 <br />N <br />U <br />cat <br />i <br />TS <br />o <br />'—' <br />w <br />0 <br />;Z, <br />N <br />c� <br />*PulteGroup- <br />a <br />g�g <br />CS <br />9 <br />_o <br />< M <br />N <br />0 <br />Ln <br />0 <br />r—� en <br />b\ CIO <br />� w <br />.� �_q <br />� O <br />� w <br />;"4 Q <br />w 10 w <br />c) <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx Ax Am <br />C.O.A.# ENGINEERING: PROJECT TYPE,,,,�� <br />29349 Single Famil <br />1-1THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />8/31 /20 <br />DATE 1,11111 I I I I <br />>>� 3p,1WI tf �iPLAN NAME <br />. Cedar <br />NPC CHILD NUMBER <br />No. 8 2810.500 <br />r <br />Af SHEET <br />O�.. sT ` UZ.1 <br />