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9 <br />STRUCTURAL SHEATHING, SEE PLAN AND DETAILS " A "AALR ' <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 24' O.C. MAX. <br />-OR. <br />2x BLOCKING AT SHEATHING EDGES w/ 2x RIBBON BOARD ATTACHED TO <br />(3) 8d NAILS INTO TRUSS TRUSS w/ (3)1 Od NAGS, 24' O.C. <br />CONTINUOUS STRUCTURAL CENTER MAX SPACING <br />SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHNC <br />SHEATHING DETAIL NAIL PER TYPICAL SHEATHING DETAI <br />TYPICAL TRUSS ANCHOR <br />PER PLAN DETAIL AT TRUSS HEEL > 9114' TYPICAL , nv,w <br />ANCHOR PER PLAN <br />NOTE: <br />REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE INFORMATION. (Le. 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 />TRUSS ANCHOR PER PLAN <br />FASCIA, (SEE ARCH DWGS) <br />BOND BEAM PER PLAN <br />DETAIL AT TYPICAL TRUSS w/ HEEL < 91/4' <br />ROOF TRUSS ON MASONRY <br />t1caie: <br />1 /2"=1'-0" <br />"X" = 10% <br />HOUSE WIDTH X C <br />x <br />(D T x <br />x <br />x 0 <br />RIDGE X <br />0 GABLE END x <br />X — <br />BOSTON HIP X L <br />"X" = 10% <br />HOUSE WIDTH <br />X01 <br />T ( 3 <br />x — <br />x <br />RIDGE <br />�i GABLE END <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 PER PLAN. <br />GABLE TRUSS — OR — <br />PER PLAN <br />20 BETWEEN EA. <br />OUTLOOKER w/(2) <br />10d TOENAILS <br />IEDIMENT BLOCKING @ GABLE <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />SHEATHING PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />ROOF SHEATHING <br />VALLEY SET TRUSSES <br />PER PLAN <br />AT 24" O.C. <br />MIN. 9" LONG 20 GA. <br />ROOF SHEATHING <br />PER PLAN <br />FLAT STRAP w/ (8) 10d <br />SHEATHING PER <br />SHEATHING PER <br />PLAN. -OR- <br />PLAN. —OR- <br />2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW <br />ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW <br />w/ (3) 10d EACH END. <br />VALLEY SET OVER FRAME <br />File Name: I i v v JUL <br />RZ-010 <br />GABLE ix <br />PRE-ENGINEERED ROOF <br />TRUSSES ® MAX. 24' O.C. 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 />SHEATHING PER ARCH 10 FURRING AT <br />INSTALLED PER MANUF. MAX. 16" O.C. w/ 2, AT VERTICALS OVER W-6" TO 8'-4" USE (2) 2x4 "L" <br />(3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />Sol EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 <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 />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 />"X" = 10% OF <br />HOUSE WIDTH <br />0 T 7 <br />z / <br />C� <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 />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 <br />._---•----.- ------- _--- --- 7- --1 <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 />Q 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 M. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" <br />ANDBOTTO <br />STRUCTURAL SHEATHING ('EMI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL <br />SEE PLAN FOR ATTACHMENTyy WASHERS AND 7" EMBEDMENT. <br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF 0 16' O.C. <br />MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER <br />TRUSS w/ 12d's AT 4" O.C. PLAN FOR onurn QrAI/ AT VAULTED PllAIfllTi(lAl SEE <br />�� ",... <br />/ CONT. 2x4 PLAN AND DETAIL. <br />\ 2x4 NAILED FLAT TO TOP OF BRACE ("T" CON2x6 NAILED <br />CONTINUOUS / 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 />BRACE SPLICE SHOWN <br />FIELD NAILING <br />PER PLAN \ 2x4 BLOCKING AT 48" O.C. - <br />/ 3 TRUSS BAYS <br />I--- <br />2x6 NAILED 0 BOTTOM <br />FRAMING <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 GABLE EN�DT RUSS BRACING DETAIL <br />GABLE END <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 />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 ® 32" MAX. SPACING <br />IF LENGTH IS LESS THAN 4'-0" USE 20 "L" BACK, <br />IF LENGTH IS GREATER THEN 4'-O" USE (2) 20 'L" <br />BACKS. NAIL 'L' BACKS w/12d @ 1270.C.(NOTCHED <br />TOP w/2-12d TOENAILS <br />"L' BACK -EXTEND 6' PAST <br />LOWER ROOF SHEATHING <br />RognVARTIAL GABLE END TRUSS DETAIL <br />PARTIAL GABLE <br />(8) 10d NAILS EACH <br />SHEATHING SEE PLAN <br />FOR ATTACHMENT <br />PRE ENGINEERED <br />TRUSSES AT 24' O.C. <br />20 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 />R07 "WALL 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 PURLIN <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 />FROM GABLE TRUSS. <br />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT <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 />PRE-ENGINEERED WOOD <br />TRUSSES AT 2'-O" O.C. MAX. <br />3 <br />SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL <br />SHEATHING. <br />TRUSS ANCHOR <br />3 <br />1. AT VERTICALS 3'-6" TO 6'-6' USE ONE 20 'L" BACK. <br />SEE CONN. CHART <br />BOND BEAM PER P <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 />FASCIA <br />2x SHTG. <br />3. AT VERTICALS OVER 8'4 TO 13'-0" USE ONE 2x4 <br />SEE ARCH. <br />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, SHEATHING PER <br />SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO <br />SEE PLAN FOR PLAN <br />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 />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 />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 "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 />FRAMING PER PLAN <br />R09B DUTCH 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 />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 />ILU <br />(TYPICAL CMU WALL CONNECTION) <br />t <br />s <br />'.m <br />3 <br />F <br />A' <br />..r <br />C.Q.A.# ARCHITECTURE: <br />AA260028M <br />O <br />O <br />Q) <br />O <br />co <br />l 1J <br />v <br />oQ <br />c� <br />1 0 <br />�C* <br />1117) <br />ON <br />v� <br />N <br />v <br />U� <br />m <br />v <br />O <br />� <br />w <br />bA <br />CIS] <br />co <br />N <br />� <br />r <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />C.Q.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Family <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />BENJAMIN NI ESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA <br />Pulte <br />3/9/21 <br />DATE}ti�tilllli /1 <br />>�ZA► f <br />PLAN NAME <br />` <br />Cedar <br />NPC CHILD NUMBER <br />"-6° <br />2810.500 <br />�V <br />SHEET <br />S4.1 <br />'•� <br />A4 <br />�1J1ililt <br />