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3 <br />0 <br />V) <br />l <br />0 <br />L <br />v <br />0 <br />0 <br />N <br />O <br />N <br />C'4 <br />a <br />W <br />0 <br />a <br />CONTINUOUS STRUCTURAL SHEATHING <br />7 <br />TRUSS ANCHOR PER PLAN <br />STRUCTURAL SHEATHING <br />SEE PLAN AND DETAILS FOR <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 />Z <br />Q 2x4 OUTLOOKER <br />Z PER DRAWINGS <br />2x BLOCKING BETWEEN TRUSSES w/ 2x6 FASCIA <br />x (3) 8d INTO SUPPORT @ EA END TO <br />o ADJACENT TRUSS OR TO TOP PLATES <br />--/ 2x BLOCKING AT -1 -. <br />SHEATHING EDGES SHEATHING PER PLAN 1x6 w/(3) 8d <br />EA. OUTLOOKER <br />NOTE: STRUCTURAL SHEATHING CONTINUOUS LOCATION OF BRACING AT <br />REFER TO ARCHITECTURAL AT TRUSS HEEL, w/ SHEATHING EDGE TRUSS SCREW THRU [VAULTED TRUSS. <br />DRAWINGS AND/ OR TRUSS NAILING REQUIRED. TOP PLATES TO TRUSS <br />MANUFACTURER DRAWINGS FOR FRAMING PFR PI AN DETAIL AT RAISED HEEL <br />SPECIFIC 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 <br />PLATES w/ 8d NAILS @ 6" O.C. N Q Z <br />ALONG LENGTH OF BRACED m S�! <br />WALL PANELS <br />o <br />TRUSS SCREW 0 <br />PER PLAN <br />NOTE: CONTINUOUS BRACING TRUSS M <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 />SHEATHING PER PLAN 1OTRUSS SCREW THRU TOP PLATES TO TRUSS <br />BOND BEAM PER PLAN <br />O2 TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL <br />R01 ROOF TRUSS ON MASONRY R02 ROOF TRUSS ON FRAME <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. 20 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) 20 "L' <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 />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 />z/z 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 />! /2 <br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP <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 I" 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 CMI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL <br />v WASHERS AND 7° EMBEDMENT. <br />SEE PLAN FOR ATTACHMENT <br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, UNTEL BEAM OR RAKED <br />RAKEDBEAM PER PLAN. FOR 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' x6 NAILED <br />CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN 22 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 <br />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 "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 />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 />R13 MISSED TRUSS STRAP REPAIR <br />(TYPICAL CMU WALL CONNECTION) <br />"X" = 10% <br />HOUSE WIDTH <br />0 <br />RIDGE X <br />0 GABLE END <br />BOSTON HIP <br />20 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) 10d <br />SHEATHING PER _ O D _ <br />PLAN. <br />2x4 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />R06 �VALLEY SET OVER FRAME <br />"X" = 10% <br />HOUSE WIDTH <br />x � <br />Ql (� 3 <br />RIDGE - <br />GABLE END -� <br />GABLE X. <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 —OR- <br />PLAN. <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 />7 <br />SHEATHING PER <br />PLAN. <br />-----,-- - -,- -- ---- <br />CTURAL <br />THING SEE PLAN <br />ATTACHMENT <br />ENGINEERED <br />SES AT 24' O.C. <br />2x4 BLOCKING AT 2'- <br />O.C. w/ (2) 12d TOE <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. RONF. <br />ROl ".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 />20 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 />XI <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 />a 3 <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. <br />BOND BEAM PER PLAN <br />2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" <br />Ot OP,:74 <br />x <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />2 <br />FASCIA <br />2x SHTG. <br />3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4C <br />SEE ARCH.BLOCKING <br />I" BACK AND AN ADDITIONAL DIAGONAL BRACE IS <br />DRAWINGS <br />REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL <br />RIDGE <br />x <br />8" CMU WALL OR LINTEL, SHEATHING PER <br />HEIGHT AND TO THE BLOCKING BELOW THE ROOF <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 />MASONRY <br />TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON <br />HIP XH2.5A <br />OR ONE USP RT5 CONNECTOR. <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 />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 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 />R11 ROOF SHEATHING ATTACHMENT DIAGRAM <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 />2x4 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 20 'L' BACK, <br />IF LENGTH IS GREATER THEN 4'-0' USE (2) 2x4 'L" <br />BACKS. NAIL "L" BACKS w/12d 01240.C.(NOTCHED <br />TOP w/2-12d TOENAILS <br />"L" BACK -EXTEND 6" PAST <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLAN' <br />EARTIAL GABLE END TRUSS DETAIR09C 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'-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 />I� �I SEE CONN. CHART <br />WOOD FRAMING PER PLAN <br />R09B DUTCH HIP GABLE TRUSS BRACING DETAIL <br />PRE-ENGINEERED ROOF <br />TRUSSES 0 MAX. 24" O.C. <br />SHEATHING PER ARCH tz4 FURRING AT <br />INSTALLED PER MANUF. MAX. 16" O.C. w/ <br />(3)10d AT EA TRUSS <br />('Sol EXTERIOR CEILING FURRING <br />I'll'-j <br />SCALE: N.T.S. <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 />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />10/2/20 <br />DATE <br />\�X�%lllllt/ >f <br />25 <br />=� TE <br />,. <br />O <br />C <br />m <br />m <br />00 <br />c�n <br />o <br />o <br />� <br />Cr <br />U <br />M <br />•O <br />C� <br />0-� <br />b-0 <br />N <br />c <br />AM <br />ulteGour <br />c <br />N <br />N <br />o_ <br />< M <br />d� <br />v C-4 <br />r co <br />�Q a <br />O N <br />� Q <br />o <br />ocz <br />Q <br />w <br />Ln <br />o O <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Fa rdl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hi h ate <br />NPC CHIM NU ER <br />2811.500 <br />SHEET <br />S4.1 <br />