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CONTINUOUS STRUCTURAL SHEATHING <br />TRUSS ANCHOR PER PLAN <br />STRUCTURAL SHEATHING <br />SEE PLAN AND DETAILS FOR <br />ATTACHMENT <br />DETAIL AT RAISED HEEL <br />PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. <br />TRUSS ANCHOR PER PLAN <br />FASCIA <br />SEE ARCH. DRAWINGS <br />2x BLOCKING AT <br />SHEATHING EDGES <br />NOTE: <br />REFER TO ARCHITECTURAL <br />DRAWINGS AND/ OR TRUSS <br />MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE <br />INFORMATION. (i.e. HEEL <br />HEIGHTS, SLOPE, OVERHANGS). <br />V_ ' SHEATHING PER PLAN <br />BOND BEAM PER PLAN <br />R01 ROOF TRUSS ON MASONRY <br />NTS <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 -� SHEATHING <br />AND SCHEDULE Am PER PLAN <br />R08B �LB RACING AT BEARING WALL <br />"X" = 10% <br />HOUSE WIDTH <br />0 0 <br />O <br />7( <br />RIDGE X <br />�y <br />OO GABLE END <br />BOSTON HIP <br />"X" = 10% <br />HOUSE WIDTH <br />x <br />( O2 3 <br />x <br />x - <br />�/ <br />RIDGE <br />�i GABLE END <br />GABLE X <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />1x6 w/(3) 8d <br />EA. OUTLOOKER <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x4 FASCIA <br />SHEATHING PER PLAN. <br />GABLE TRUSS - OR - <br />PER PLAN <br />2x4 BETWEEN EA. <br />OUTLOOKER w/(2) <br />10d TOENAILS <br />SHEATHING PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />EDIMENT BLOCKING GABLE <br />-VALLEY SET TRUSSES <br />AT 24" O.C. <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 />FLAT STRAP w/ (8) 10d <br />PER PLAN <br />-SHEATHING PER _OR_ <br />SHEATHING PER -OR- <br />PLAN. <br />PLAN. <br />20 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW <br />ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW <br />w/ (3) 10d EACH END. <br />Qua VALLEY SET OVER FRAME <br />I1vv lug <br />PRE-ENGINEERED ROOF <br />TRUSSES 0 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 2x4 "L" BACK. <br />SHEATHING PER ARCH , 1A FURRING AT <br />INSTALLED PER MANUF. MAX. 16" O.C. w/ 2. AT VERTICALS OVER 6'-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 />('soi__� 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 />"X" = 10% OF <br />HOUSE WIDTH <br />'f <br />0 T <br />RIDGE <br />O � � <br />:117 <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 />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />PLAN. <br />-----.- - - -.- _- -.- - -- - <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 />3T2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" <br />O.C. ® APPROX. 45-DEG ANGLE. <br />O 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 <br />r ~ <br />SHEATHING PER PLAN <br />AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. <br />PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" <br />-0 <br />ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2%2" PL. <br />STRUCTURAL SHEATHING CMU <br />WASHERS AND 7" EMBEDMENT. <br />SEE PLAN FOR ATTACHMENT <br />,< <br />NAIL BOTTOM CHORD OF GABLE <br />MASONRY WALL w/ HORIZ JOINT REINF @ 16" O.C. <br />TRUSS 12d's AT 4" O.C. <br />MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER <br />w/ <br />DI AAI Cl1D DAVCII DCAII AT 11Alll TCh /HIAINTIlIAI CCC <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 />ROOF SHEATHING ATTACHMENT DIAGRAM <br />R 11 R11 - <br />/ CONT. 2x4 PLAN AND DETAIL. u� VAULTED <br />2x4 NAILED FLAT TO TOP OF BRACE ("T" x6 NAILED <br />CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN 22 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 0 BOTTOM <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />rRO9"GABLE END TRUSS 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 0 EA. <br />CROSSING TRUSS MEMBER <br />FOR ROOF SHEATHING <br />NAILING <br />SHEATHING PER <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 2x4 "L" BACK, <br />IF LENGTH IS GREATER THEN 4'-0' USE (2) 2x4 'L" <br />BACKS. NAIL 'L" BACKS w/12d 812"O.C.(NOTCHED <br />0 TOP w/2-12d TOENAILS <br />"L" BACK -EXTEND 6" PAST <br />LOWER ROOF SHEATHING <br />R09C rPARTIAL GABLE END TRUSS DETAIL <br />PARTIAL GABLE <br />(8) 10d NAILS EACH `. <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. REINF. <br />R07 "WALL BRACING AT �NON-BEARI�GEXTERIOR 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'-0" 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 2A "L" BACK. <br />SEE CONN. CHART <br />BOND BEAM PER PLA <br />2. AT VERTICALS OVER 6'-60 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 />nk AI <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 />- 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 />SEE CONN. CHART <br />FRAMING PER PLAN <br />R09BMUTCH 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 />nR1MISSED TRUSS STRAP REPAIR <br />(TYPICAL CMU WALL CONNECTION) <br />CONN ECTOR <br />FASTENERS <br />ALLOWABLE LOADS <br />QTY <br />TYPE <br />GRAVITY <br />I bs 1.0 <br />UPLIFT(Ibs) @ <br />1.6 <br />LATERAL <br />Ibs @ 1.6 <br />META16 <br />8 <br />0.148"x1-1/2" <br />-- <br />1450 <br />F1:340 <br />F2: 770 <br />HETA16 <br />9 <br />0.148"x1-1/2°" <br />- <br />1810 <br />F1:340 <br />F2: 770 <br />(2) META 16 <br />1 I <br />10 <br />0.148"x1-1/2" <br />-- <br />1875 <br />F 1: 680 <br />F2: 770 <br />(2) I IETA16 <br />2- or 3- ply <br />14 <br />0.162"x3-1/2" <br />-- <br />1795 <br />F1:1285 <br />F2: 1080 <br />(2) HETA 16 <br />1-ply <br />10 <br />0.14$"'x1-1/2°' <br />-- <br />1920 <br />F1: 680 <br />F2: 770 <br />(2) HETA 16 <br />2- or 3- a1v <br />12 <br />0.162"x3-1/2" <br />-- <br />2365 <br />F1:1350 <br />F2:1430 <br />HSTM16 <br />8 <br />0.148"x1-12�" <br />-- <br />1110 <br />F1:120 <br />4 <br />1/4"x1- 3/4' Tite n 2 <br />F2: 90 <br />MTS12 <br />14 <br />0.148"x1-1/2" <br />99G <br />MTS16 <br />14 <br />0.148"x1-12" <br />-- <br />990 <br />-- <br />HTS16 <br />16 <br />0.148"x1-1/2" <br />-- <br />1310 <br />-- <br />HTS20 <br />24 <br />0.148"x1-1/2" <br />-- <br />1310 <br />-- <br />LSTA12 <br />10 <br />0.148"x2-1/2" <br />-- <br />925 <br />-- <br />LSTA18 <br />14 <br />0.148"x2-12" <br />1235 <br />-- <br />LSTA30 <br />22 <br />0.148"x2-1/2" <br />1640 <br />MSTA30 <br />22 <br />0.148"x2-1/2" <br />- <br />2050 <br />-- <br />MSTC52 <br />62 <br />0.148"x3-1/4" <br />4735 <br />-- <br />MSTCL940 <br />10 <br />4"x2-1 N' Tite n 2 <br />2800 <br />-- <br />14 <br />0.148"x3-1/4" <br />149GT <br />22 <br />0.148"x3"' <br />-- <br />3965 <br />F1:775 <br />1 <br />5,/8"' ATR <br />F2: 525 <br />VGTR or L <br />1 <br />5 8" ATR <br />-- <br />2225 <br />Fi : 650 <br />16 <br />1/4'x3" SDS <br />F2:630 <br />VGTR/L <br />2 <br />5/8`"ATR <br />-- <br />5545 <br />F1:650 <br />32 <br />1/4"x3" SDS <br />F2:630 <br />V GT <br />1 <br />5 8" ATR <br />_-- <br />4940 <br />F 1: 1185 <br />16 <br />1/4"'x3" SDS <br />F2: 590 <br />(2) VGT <br />2 <br />5/8"ATR <br />7185-2ply 8 <br />3 ! <br />F1:1185 <br />32 <br />1/4"x3" SDS. <br />F2. 590 <br />Dl-= <br />1 <br />8 <br />1/2" ATR <br />1/4!'x3" SDS <br />1825-2x4 m in <br />2145- 2 2x4min <br />-- <br />HTT4 <br />1 <br />5/8"' ATR <br />_- <br />3610 <br />-- <br />18 <br />0.148"x3-1/2" <br />HTT5 <br />1 <br />5 8 ATR <br />-- <br />4670 <br />26 <br />0.148"'x3" <br />HTTST <br />1 <br />5/8' ATR <br />5445 <br />_ <br />26 <br />SD#10x2-1/2" <br />A8i144Z <br />1 <br />5,18'" ATR <br />7570 <br />10 <br />-- <br />12 <br />0.162"x3-1/2 " <br />ABU66Z <br />"" ATR <br />19205 <br />2475 <br />-- <br />12 <br />0. 62$'x3-1/2"' <br />N2.5A <br />10 <br />0.131"x2-1/2"" <br />_- <br />565 <br />F1:110 <br />F 2: 110 <br />H10A <br />18 <br />0.148"xl-1/2" <br />1340 <br />F1:565 <br />F2: 285 <br />H10A-2 <br />18 <br />0.148"x1-1/2" <br />-- <br />1090 <br />F1:680 <br />F2:260 <br />HUC48 <br />14 <br />1/4"x2- 3/4°' Tite n 2 <br />3500 <br />1135 <br />- <br />6 <br />0.149'x3"' <br />WS26 <br />4 <br />0.148"x3" <br />865 <br />1165 <br />-- <br />SPH4 <br />12 <br />0.148"x1-1/2" <br />Side } <br />-- <br />Center :1280 <br />DTC dip s <br />4 <br />.3/16"x2-3/4" Titen 2 <br />-- <br />-- <br />F1: 85 <br />2 <br />0.131"x2-1/2" <br />F2:135 <br />A35 <br />12 <br />0.131"x1-1/2" <br />-- <br />-- <br />F1:650 <br />F2: 670* <br />SDWC15600 <br />1 <br />SDWC15600-- <br />615 <br />F1:25 <br />F2:225 <br />SDWC15450 <br />1 <br />SDWC154 r0 <br />-- <br />295 <br />F2.150 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C5 <br />a <br />0 <br />cV <br />O <br />N <br />CD <br />U <br />0 <br />O <br />O <br />O <br />M <br />co <br />� <br />y <br />o0 <br />"� <br />O <br />0 <br />%-i <br />00000 <br />"T <br />cn <br />r-+ <br />M <br />as <br />• <br />' <br />•O <br />w <br />O <br />bb <br />-� <br />N <br />� <br />*Pulte""- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />29349 Single Famil <br />n THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />12/17/20 <br />DATE r`,, 11 1111 t <br />306. J�i�i PLAN NAME <br />w• C 8F Cedar <br />�= NPC CHILD NUMBER <br />0.8602 - 2810.500 <br />TE (�Af SHEET <br />it •.IBC pp,• �?`� <br />AL <br />�'�i��ON�� <br />