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6459 Bradford Woods Dr
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Last modified
3/21/2025 1:29:27 PM
Creation date
2/19/2025 4:37:44 PM
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Building Plans
Street #
6459
Location
Bradford Woods Dr
Contractor
Pulte Home Company
Building Plans - Permit #
1271
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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 />BOND BEAM PER PLAN <br />R01 <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 />THING PER PLAN <br />GOOF TRUSS ON MASONRY <br />- <br />"X" = 10% <br />HOUSE WIDTH <br />O <br />-(7( <br />RIDGE X <br />1O GABLE END <br />BOSTON HIP <br />"X" = 10% <br />HOUSE WIDTH <br />RIDGE <br />( GABLE END -� <br />GABLE Ix <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />1 x6 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 />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 _OR_ <br />D <br />PLAN. <br />2x4 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />ona (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 2x4 "L" BACK. <br />SHEATHING PER ARCH ix4 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 />S01 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 />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 />TILE: 15/32" SPAN RATED PLYWOOD <br />OR os6 <br />PANEL EDGES @ SUPPORTS (1) <br />6" O.C. <br />6" O.C. <br />4" O.C. <br />METAL: <br />15/32" SPAN RATED PLYWOOD w/24 GA. <br />19/32" SPAN RATED PLYWOOD w/26 GA. <br />PANEL FIELD 1 <br />6" O.C. <br />6" O.C. <br />6" O.C. <br />IVU I LJ: <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 `Y' 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 />3 <br />Q <br />0 <br />cn <br />0 <br />O <br />N <br />O <br />N <br />rn" <br />U <br />N <br />w <br />0 <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 />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 />THING PER -OR- <br />(1) SDWC15600 TRUSS SCREW <br />TO EVERY TRUSS BELOW <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 />O 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 "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 (� M I I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" 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 />PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE <br />/ CONT. 20 PLAN AND DETAIL. <br />\ 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 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 \ 20 BLOCKING AT 48" O.C. <br />\ / 3 TRUSS BAYS <br />FRAMING 2x6 NAILED @ BOTTOM <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />PLAN. <br />croi ICJURAL <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 />Ea 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�-BE�ARIN�GEXTERIOR WALL <br />2x4 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 />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. 2x4 w/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 2'-0" O.C. MAX. <br />TRUSS ANCHOR <br />SEE CONN. CHART <br />BOND BEAM PER PLAN <br />FASCIA <br />SEE ARCH. <br />DRAWINGS <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. BLOCK4 BAYS BACK <br />FROM GABLE TRUSS. <br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />SIDE OF BLOCKING. <br />3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL <br />SHEATHING. <br />3 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) 2x4 "L" <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />2x 5SHTIG3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 <br />BLOCKING "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 />8" CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO <br />SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO <br />REINFORCEMENT 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 LISP 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 />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />CR09B �UTCH HIP GABLE TRUSS BRACING DETAIL <br />R09 "GABLE END TRUSS BRACING DET��lBOSTON HIP <br />GABLE <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 @ 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 @ 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) 2x4 "L" <br />BACKS. NAIL "L" BACKS w/12d @ 12"0.C.(NOTCHED <br />@ TOP w/2-12d TOENAILS <br />"L" BACK -EXTEND 6" PAST <br />LOWER ROOF SHEATHING <br />R09C PARTIAL GABLE END TRUSS DETAIL <br />PARTIAL GABLE <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 />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 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 />nR1MISSED TRUSS STRAP REPAIR <br />(TYPICAL CMU WALL CONNECTION) <br />FASTEN ERS <br />A LLO1VA B LE LOADS <br />CON ECTOR <br />QTY <br />TYKE <br />GRAVITYUPLIFT(lbs) <br />(Ibs) @ 1.0 <br />@ <br />1.6 <br />LATERAL <br />I s` @ 1.6 <br />META16 <br />8 <br />0.14.8"x1-1/2" <br />-- <br />1450 <br />F1:340 <br />F2: 77,0 <br />HiETA16 <br />9 <br />0.148"x1-1/`2` <br />1810 <br />F1:340 <br />F2: 770 <br />(2) META 16 <br />1 <br />10 <br />10.148 "x1-1./2" <br />- <br />1875 <br />F 1: 1 <br />F2:770 <br />(2) META16 <br />2- Or 3- I <br />14 <br />0.162"x3-1/2"' <br />- <br />1795 <br />F1.1285 <br />F2.- 1080 <br />(2) IHETA I6 <br />@ 1- 9 <br />10 <br />0.148"x1-1/2"' <br />-- <br />1920 <br />F1: 680 <br />F2: 770 <br />(2) HIETA:16: <br />'. 2- Or 3-of ,I.: <br />12 <br />0.162"'x3-1/2"r <br />-- <br />2365 <br />F1. 1350 <br />F2: 1430 <br />HIS 16 <br />8 <br />0.148"x1-12"` <br />-- <br />1110 <br />F1:120 <br />4 <br />" <br />1/4r x1- 3/4 Tite n 2 <br />F2: 90 <br />TTS12 <br />14 <br />0.148"x1-1/2" <br />-- <br />990 <br />-- <br />S16 <br />1.4 <br />0.148"x1-12" <br />-- <br />9910 <br />-- <br />S16 <br />16 <br />0.148"x1-1/2" <br />-- <br />1310 <br />-- <br />ffS20 <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- Z2" <br />-- <br />1235 <br />-- <br />LSTA30 <br />22 <br />0.148"x2-1/2" <br />1640 <br />STA30 <br />22 <br />0.148"x2-1/2" <br />-- <br />2050 <br />-- <br />MSTC52 <br />62 <br />0.14891x3-1/4€I <br />- <br />4735 <br />- <br />MST ,, <br />10 <br />4"x2-1 4!' Tite n 2 <br />-- <br />2800 <br />- <br />14 <br />0.148"x3-1/4" <br />MGT <br />22 <br />0.148"x.3" <br />3965 <br />F 1 : 775 <br />1 <br />5/8"' ATR <br />F2: 525 <br />V TR Or L <br />1 <br />5 8" ATR <br />-- <br />2225 <br />F1: 650 <br />16 <br />1/4"x3" SCS <br />F2: 630 <br />VGTFT/L <br />2 <br />5/8" ATR <br />5545 <br />F1; 650 <br />32 <br />1/4'x3" .SIDS <br />F2: 630 <br />V T <br />1 <br />5 8�" ATR <br />4940 <br />Fla 1185 <br />16 <br />1/4'x3" SIDS <br />F2: 590 <br />(2) ' t T <br />2 <br />5/8"` ATR-- <br />7185-2ply 8890 <br />3p ly <br />F1:1.185 <br />32 <br />1/4"x3" SIDS <br />F2.590 <br />IDTT27 <br />1-- <br />2"ATR <br />1/4!'x3" SIDS <br />1825-2x4rnin <br />214.5-'2 2x4min <br />-- <br />HITT4 <br />1 <br />5/8" ATR <br />-_ <br />.3610 <br />- <br />1.8 <br />0.148"x3-1/2" <br />HiTT5 <br />1 <br />5/8"' ATR <br />- <br />4670 <br />'y6 <br />0.1t7gg"fx3' <br />T <br />1 <br />5/8" ATR <br />5445 <br />- <br />26: <br />SD 1't0x2-1/2" <br />ABU442 <br />1 <br />5,18" ATR <br />71570 <br />1900 <br />- <br />12 <br />0.162"x3-1/2` <br />ABU66Z <br />1 <br />" <br />5,/8 ATR <br />18205 <br />2475 <br />-- <br />12 <br />0.162"x.3-1/2"tl <br />HI2.5A <br />10 <br />0.131"x2-1/2" <br />565 <br />F1,110 <br />F2: 110 <br />IH10Ai <br />18 <br />0.148".x1-1/2" <br />1340 <br />F1:565 <br />F2:285 <br />H110A-2 <br />18 <br />0.148"x1-1/2" <br />-- <br />1080 <br />F1:680 <br />F2:26G <br />0 <br />14 <br />1/4"x2-3/4"' Tite'n 2 <br />350(} <br />1135 <br />-- <br />6 <br />0.148"x3" <br />WS26 <br />4 <br />0.148"x3" <br />865 <br />1165 <br />-- <br />SPHI4 <br />12 <br />0.148"x1-1/2" <br />__ <br />Side: 640 <br />-- <br />Center : 1280 <br />T dips4 <br />3/16:"`x2-3;/4" Titer, 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 />F1:650 <br />F2: 670* <br />SIDWC156 <br />1 <br />SIDWC1.56W <br />-- <br />615 <br />F1:25 <br />F2: 225 <br />S`C15450 <br />1 <br />SIDsrV15450 <br />-- <br />295 <br />Fla 150 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />Cl THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12/15/20 <br />DATE`,�i1IItf1/� <br />STAfi AQ <br />s�0NAt.� <br />O <br />0 <br />-14 <br />MO <br />t' J <br />? <br />v00 <br />r--a <br />�o <br />V J <br />L\ <br />�d <br />;-1 <br />O <br />vC3--, <br />vm <br />U� <br />-tq <br />-4 <br />r4 <br />m <br />w <br />O <br />bJ� <br />� <br />r <br />cfz; <br />N <br />r� <br />s <br />0+01 <br />�v <br />w <br />PC <br />v <br />O <br />< i <br />O <br />Lf) <br />O N <br />I v <br />r4 cn <br />cn <br />L\ c� <br />� <br />w v <br />a� <br />O r�<I <br />-> <br />-� Q <br />� I--� <br />O <br />� W <br />-(::I Q <br />�8 w <br />C) <br />Ln <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />
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