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SHEARK SEE D DETALS FORr a <br />PRE..ENGINEERED WOOD <br />O.C.TRUSSES AT 29 <br />OR- <br />2K BI.00KINGNROON BOARD ATTACHED <br />CONMINUOUSSTRUCTURAL <br />CNa SPACING <br />%xt <br />SHEATHINGNALPERTWA <br />%i CONTINUOUS STRUC7URAL <br />SHEATHING DETALSHEATHIING NAL PER <br />WANNGDETA <br />ANCHOR PER PLAN <br />1 <br />•i7 7' TO ARCHITECTURAL DRAWINGS MD/ORti .' DRAWINGS FOR <br />v., M, M ..,,., :.9' 1 7Ii7 1' 1 T h <br />STRUCTURAL <br />E D DETALS FOR <br />ATrACHIDIT <br />PRE­ENGINEEREDWOOD <br />TRUSSANCHOR �r <br />R , <br />FAXK (SEE ARCH1 <br />BOND FA PER <br />1 <br />W',,R00FMASONRY <br />IV 1 Scdc Fie Namc <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' — <br />O.C. w/ (2) 12d TOE NAILS <br />EACH END TO TRUSS <br />BOND BEAM PER ` SHEATHING 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 AT NON -BEARING EXTERIOR WALL <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 <br />AND SCHEDULE ffTm SHEATHING <br />PER PLAN <br />R08B WALL BRACING AT BEARING WALL <br />(8) 10d NAILS EACH <br />(4) 1/4' 0 c 2-1/4' M <br />ENGINEERED WOOD <br />ROOF TRUSS AT 24' <br />O.C. MAX <br />«'[.,,Il9"fi111 <br />SCREWS AT EACH STRAP. ` (1) SIMPSON HTSM16 <br />CGINDTXINS 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 FELD 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 />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. 20 w/ (2) 12d NAILS <br />1. AT VERTICALS 3'-6' TO 6'-6" USE ONE 20 "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 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 0 <br />EA. OUTLOOKER <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x4 FASCIA <br />SHEATHING — ODf\ <br />PER PLAN. <br />GABLE TRUSS <br />PER PLAN 20 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 DI AN — O R — <br />2x4 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />Qn� VALLEY SET OVER FRAME <br />Ilvv IMA <br />PRE-ENGINEERED ROOF <br />TRUSSES 0 MAX. 24' O.C. <br />SHEATHING PER ARCH —� tx4 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 />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />0 <br />(1) SDWC15600 TRUSS SCREW <br />TO EVERY TRUSS BELOW <br />20 BLOCKING AT DIAGONALS ONLY. <br />20 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 />CONT. 20 w/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />PRE-ENGINEERED WOOD <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />3 <br />TRUSSES AT 2'-0° O.C. MAX 3 <br />SEE PLAN FOR ATTACHMENT OF ALL <br />ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48 <br />STRUCTURAL SHEATHING. <br />O.C. 0 APPROX. 45-DEG ANGLE. <br />Q <br />TRUSS ANCHOR 3 <br />SEE CONN. (MART <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE <br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH '1' LAP <br />20 'L" BACK. <br />NAILED w 2 ROWS 10d GUN NAILS 0 8' O.C. <br />/ () <br />BOND BEAM PER PLA <br />(2) SIMPSON A23 w/ (8) 10d x 1-1/2" <br />2. AT VERTICALS OVER 6'-6' TO 8'-4' <br />'L" <br />(ONE Old EACH SIDE OF BRACE TO TOP PLATE). <br />2 SHITG <br />USE (2) 2z4 BACKS (1 EA. SIDE) (OR <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 />STRUCTURAL SHEATHING (EMI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. <br />SEE PLAN FOR ATTACHMENT C u WASHERS AND 7' EMBEDMENT. <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 />2x4 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 (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 <br />PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 GABLE END TRUSS BRACING DETAIL <br />GABLE END <br />—FASCIA BLOCKING ) <br />SEE ARCH. <br />DRAWINGS 3. AT VERTICALS OVER 8'-4" TO 13'-0" <br />8' CMU WALL OR USE ONE 20 "L' BACK AND AN <br />UNTEL, 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 />ADDITION TO <br />TO THE "L" BACK. UNLESS NOTED (THE 1SECOND DIAGONAL, A2d's AT EACH END. NSTRONGBACK IS <br />OTHERWISE ON PLANS, PROVIDE ALSO REQUIRED AT THESE VERTICALS AND <br />ONE BRACE AT THE PEAK AND THE MUST BE ATTACHED TO EACH 'L" BACK <br />REMAINDER AT 48" O.C. DIAGONALS WITH (2) 12d's AND ONE SIMPSON H2.5A <br />OVER 8'-0' MUST HAVE AN OR ONE USP RT5 CONNECTOR. <br />TRUSS ANCHOR ADDITIONAL "T' BRACE ATTACHED <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 STRONG BACKS 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 />\ / <br />WOOD <br />'X" - 10% "X" - 10% 'X' = 10% OF <br />HOUSE WIDTH � ® HOUSE WIDTH � HOUSE WIDTH <br />3 <br />0 7 <br />s <br />ADGE <br />RIDGE�]/ X RIDGE RI <br />01 GABLE END x GABLE END <br />Ell x x <br />BOSTON HIP X GABLE X HIP X LNa <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 />ILE. 15/32' SPAN RATED PLYWOOD <br />OR OSB <br />PANEL EDGES 0 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 />15/327 SPAN RATED PLYWOOD w/24 GA. <br />19/32' SPAN RATED PLYWOOD w/26 GA. <br />NU I L5: <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 />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />PLAN. <br />2x4 PURLIN 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 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' O.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. SPAGNG <br />IF LENGTH IS LESS THAN 4'-0' USE 20 'L' BACK, <br />75 IF LENGTH IS GREATER THEN 4'-0" USE (2) 20 "L' <br />cm 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 PLANJ <br />R09C PARTIAL GABLE END TRUSS DETAIL <br />PARiIAI GABLE <br />C.OA.# ARCHITECTURE: <br />AA26002802 <br />C.OA.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />3/31 /21 <br />DATE`��tillrrr <br />No. 860 <br />i�Q • A'TE • �/�� <br />fQIVAL ��•' <br />�M <br />c'n <br />\' l <br />1 <br />M <br />M <br />Ov <br />J\ <br />00 <br />A� <br />-N <br />N <br />U <br />w <br />-•..• <br />� <br />w <br />cf) <br />to <br />4_0 <br />N <br />rQ <br />*PulteGroup- <br />PRODUCT MANAGER <br />IRELEASE I <br />nATr• vv /vv /Vvvv <br />PROJECT TYPE <br />A" 7 Tt <br />SPECIFICATION LEVEL <br />Nte <br />PLAN NAME <br />Highgate <br />NPC CHn NU ER <br />2811.500 mi <br />SHEET <br />S4.1 <br />