6316 Bradford Woods Dr - Laserfiche WebLink

Browse Search

ij 0 2x BLOCKING AT SHEATHING EDGES NOT: REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER DRAWINGS FOR CONTINUOUS STRUCTURAL SHEATHING SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR DETAIL AT RAISED HEEL ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH. DRAWINGS BOND BEAM PER PLAN V SHEATHING PER PLAN R01 ROOF TRUSS ON MASONRY KTS STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED - TRUSSES AT 24' O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE SHEATHING _ff)"L PER PLAN R08B WALL BRACING AT BEARING WALL 'X' = 10% HOUSE WIDTH � C X 7r O O X X O z X RIDGE X 0 GABLE END ,1 X - BOSTON HIP X l N/T 'X'=10% HOUSE WIDTH Qi Q2 3 X - - x RIDGE �/ Qi GABLE END GABLE Ix 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 2x4 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN EDIMENT BLOCKING GABLE -VALLEY SET TRUSSES AT 24' O.C. -ROOF SHEATHING VALLEY SET TRUSSES PER PLAN AT 24' O.C. -MIN. 9' LONG 20 GA. ROOF SHEATHING FLAT STRAP w/ (8) tOd PER PLAN -SHEATHING PER - OR- SHEATHING PER -OR- PLAN. PI AN 20 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. Rna 1VALLEY SET OVER FRAME 1 IVV I- PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24' O.C. STRUCTURAL SHEATHING PER PLAN 20 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6' USE ONE 2x4 °L° BACK. SHEATHING PER ARCH J 10 FURRING AT INSTALLED PER MANUF. MAX. 16' O.C. w/ 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" (3)IOd AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). S01 EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'-4" TO 13'-0' USE ONE 20 SCALE N.T.S."L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. "X" = 10% OF POI I'ZF uenTI4 Mir (1) SDK15600 TRUSS SCREW TO EVERY TRUSS BELOW 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. O SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T" LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. (2) SIMPSON A23 w/ (8) lOd x 1-1/2" (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SIDE NAIL ALL "L' BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN AT 6' O.C. NOTCH 'L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10" STRUCTURAL SHEATHING MI ANCHOR BOLTS AT 4'-0° O.C. MAX. w/2°x2° PL. SEE PLAN FOR ATTACHMENT v v WASHERS AND 7' EMBEDMENT. MASONRY WALL w HORIZ JOINT REINF 016' O.C. ,< NAIL BOTTOM CHORD OF GABLE TRUSS w/ 12d's AT 4' O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER -® PLAN. FOR RAKED BEAM AT VAULTED CONDITION. SEE / CONT. 20 PLAN AND DETAIL \ 2x4 NAILED FLAT TO TOP OF BRACE ('T' 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN ®TOP STRUCTURAL SHEATHING SEE PLAN NAILS ®8' O.C. BUTT JOINT ALLOWED FOR ATTACHMENT (48' MIN MEMBER LENGTH), BRACED " I REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING / BRACE SPLICE SHOWN PER PLAN 2 4 BLOCKING AT 48' 0 6 ROOF SHEATHING NAILS ROOF FASTENING ZONES SHINGLE: 7/16' SPAN RATED PLYWOOD OR OSB 8d RING SHANK 0.113" x 2-3/8" 1 2 3 OFFSET DIMENSION "X" = 10% HOUSE WIDTH "X" "X" OR OSBS/32' SPAN RAZED PLYWOOD PANEL EDGES @ SUPPORTS (1) 6" O.C. 6" O.C. 4" O.C. PANEL FIELD 1 6" O.C. 6" O.C. 6" O.C. METAL: 15/32' SPAN RATED PLYWOOD w/24 GA. 19/32' SPAN RATED PLYWOOD w/26 GA. NU I L5: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE. 30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE ROOF SHEATHING ATTACHMENT DIAGRAM R11 \ x .C. - 3 TRUSS BAYS FRAMING 2x6 NAILED 0 BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R 0 9 "GABLE �END TRUSS BRACING DET��lL GABLE 20 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x6 w/ (2) 12d NAILS STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING SHEATHING PER 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 8'-0' BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32" MAX SPACING IF LENGTH IS LESS THAN 4'-O' USE 2x4 "L" BACK, IF LENGTH IS GREATER THEN 4'-O' USE (2) 20 'L' BACKS. NAIL 'L' BACKS w/12d 012"O.C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L' BACK -EXTEND 6' PAST LOWER ROOF SHEATHING R09nVARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE (8) 10d NAILS EACH ' VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O,C. 20 BLOCKING AT 2'-0' - O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS SHEATHING PER PLAN ��=MET BOND BEAM PER PLAN AND SCHEDULE MAX. GAP ITBLOCKING FRQM TOP OF1/4" 8' CMU WALL SEE PLAN WALL TO BOTT. OF BLOCKING FOR VERT. REINF. RO7 "WALL�BRCIN�GA �TN ON -BEARING EXTERIOR�WALL 20 PURLIN ® EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL 0 8' O.C. 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING STRUCTURAL SHEATHING PER PLAN AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK 20 LADDER FRAMING AT 24' O.C. REQ'D AT FROM GABLE TRUSS. OVERHANGS GREATER THAN 12". ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE TOP CHORD w/ (2)-16d NAILS AT 24" O.C. SIDE OF BLOCKING. CONT. 20 w/ (2) 12d NAILS STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. TRUSS ANCHOR SEE CONN. CHART 3 1. AT VERTICALS 3'-6" TO 6'-6' USE ONE 2x4 V BACK. BOND BEAM PER P 2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 2x4 'L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). FASCIA 2x SHTG. 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 2x4 SEE ARCH. BLOCKING "L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS DRAWINGS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8" CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED CMU TO EACH 'L' BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL "L' BACKS AND STRONGBACKS w/ 12d's AT 6' O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. - 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE 'L" BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND THE REMAINDER AT 48" O.C. DIAGONALS OVER a-O' MUST HAVE AN ADDITIONAL "T" BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6" O.C.. 'T° BRACE LENGTH TO BE THE DIAGONAL'S LENGTH MINUS 12' FROM EACH END, TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN Rto) 9B UTCH HIP GABLE TRUSS BRACING DETAIL BOSTON HIP ENGINEERED WOOD ROOF TRUSS AT 24' O.C. MAX. CMU WALL (4) 1 /4' 0 c 2-1/4' MASONRY -� SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDTIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. nRlMISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) CONNECTOR FASTENERS ALLOWABLE LOADS CITY TYPE GRAVITY (I bs ca)1.0 UPLIFT(Ibs) @ 1.6 LATERAL Ibs P L6 META16 8 0.148"xl-1/2" -- 1450 F1:340 F2:770 HETA16 9 0.148"xl-1/2" - 1810 F1:340 F2: 770 (2 META16 1-ply 10 0.148"x1 1/2" -- 1875 F1: 6� F2:770 (2) META16 2- 4r 3-pi 14 0.162"x3-1/2" 1795 F1:1285 F2: 1080 (2) H ETA 1610 1- I 0.148"x1-1/2" -- 1920 F 1: 680 F2 : 770 (2) HETA16 2- or 3- ply 12 0.162"x3-1/21' -- 2365 F1:1350 F2: 1430 HSTM16 8 0.148"xl- 2" 1110 F 1:120 4 1/4"x1-3/4" Titen 2 F2: 90 MTS12 14 0.148"xl-1/2" -- 990 -- MTS16 14 0.148"xl- 2" -- 990 -- HTS16 16 0.148"xl-1/2" -- 1310 -- 11TS20 24 0.148"xl-1/2" 1310 -- LSTA12 10 0.148"x2-1/2" -- 925 -- LSTA18 14 0.148"x2- 2" -- 1235 -- LSTA30 22 0.14E"x2-1/2" -- 1640 -- MSTA30 22 0.148"x2-1/2" 2050 -- MSTC52 62 0.14811x3-1/4" 4735 - MSTCM40 10 4"x2- 4' Titen 2 -- 2800 14 0.148"x3-1/4" MGT 22 0.148"x3" -- 396E F1:775 1 5/8" ATR F2: 525 VGTR or L 1 5 8" ATR -- 2225 F1: 650 16 1/4"'x3" SDS F2: 630 VGTR/L 2 5/8" ATR -- 5545 F1: 650 32 1/47x3" SDS F2: 630 VGT 1 5 8"ATR -,- 4940 F1.1185 16 1/4°'X3°' $Ek5 F2: 590 (2) VGT 2 5/87ATR 7185- 2piy 8890 3 I F 1:1185 32 1/4"x3" SDS F2. 590 DTT2Z 1 8 1,/2" ATR l/4"x3" SDS 1825-2x4 min 2145- 2 2x4min -- HTT4 1 5/81" ATR -- 3610 -- 18 0.148"x3-1/2" HTTS 1 5 8" ATR -- 4670 -- 26 0.14E"'x3" Hi15I�T 1 5/8"' ATR -- 5445 - 26 SD##lOx2-1 j2", ABU44Z 1 5/e ATR 7570 1900 - 12 0.162"x3'1/2 i1 ABU66Z 1 5/8"' ATR 18205 2475 -- 12 0.162"x3-1/2E1 H2.5A 10 0.131"x2-1/2" -- 565 F1:110 F2: 110 Hl A 18 0.148"xl-1/2" -- 1340 F1:565 F2:285 H10A-2 18 Ir "" 0.14E xl-1/2 -- 1080 F1:680 F2:260 HUC48 14 1/4"'x2-3/4" Titen 2 3500 1135 -- 6 0.148!'x3C1 WS26 4 0.148"'x3" 865 1165 -- SPH4 12 0.148"xl-1/2" Side: 640 - Center :1280 DTC clips 4 3/16" x2-3/4"/ Titen 2 -- -- F1: 85 2 0.131"x2-1/2" F2:135 A35 12 0.131"xl-1/2"° _._ _ F1:650 F2: 670* SDWC156W 1 SDWC15600 -- 615 F1: F2:22525 SDW501 1 SDWC15450 -- 295 F2:150 C.O.A.# ARCHITECTURE: AA26002802 0 M co v 00 45 M O 0 O � A� �••1 O v� U M c� O t� bA N a�a lkPlulte g . N •!■� V v C © N 1Ll M a `-� �fl � v Ei co 0 ^cs 1� C�s O o Q w � � �o 0 PRODUCT MANAGER �l I RELEASE I DATE: xx/xx/xxxx C.O.A.# ENGINEERING: PROJECT TYPE 29349 Single Famil O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86026 FLORIDA Pulte 12/3/20 DATE```,t111111// 1`��`��0►11111 I /�i�� PLAN NAME F Cedar NPC CHILD NUMBER $60 = 2810.500 STATE D ��` SHEET Al S4.1 AI.