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q CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING DETAIL AT RAISED HEEL SEE PLAN AND DETAILS FOR ATTACHMENT 7 PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. 7MAAX. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH. DRAWINGS o * Z¢ 2x BLOCKING AT ; -d SHEATHING EDGES NOTE: STRUCTURAL SHEATHING CONTINUOUS REFER TO ARCHITECTURAL AT TRUSS HEEL, w/ SHEATHING EDGE DRAWINGS AND/ OR TRUSS NAILING REQUIRED. MANUFACTURER DRAWINGS FOR FRAMING PER PLAN SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL WHEN 9-1/4' < "D" < 15-1/4": HEIGHTS, SLOPE, OVERHANGS). SOLID 2x BLOCKING BETWEEN o TRUSSES ATTACHED TO TOP Q PLATES w/ 8d NAILS @ 6" O.C. ,� Z ALONG LENGTH OF BRACED N WALL PANELS ^ a v - SHEATHING PER PLAN BOND BEAM PER PLAN R01ROOF TRUSS ON MASONRY STRUCTURAL SHEATHING PER PLAN 2x4 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 20 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 20 "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. 2x4 OUTLOOKER PER DRAWINGS 2x BLOCKING BETWEEN TRUSSES w/ 2x6 FASCIA (3) 8d INTO SUPPORT ® EA END TO ADJACENT TRUSS OR TO TOP PLATES SHEATHING PER PLAN 1x6 w/(3) 8d EA. OUTLOOKER TRUSS SCREW THRU LOCATION OF BRACING AT TOP PLATES TO TRUSS VAULTED TRUSS. DETAIL AT RAISED HEEL /I TRUSS SCREW O O NOTE: PER PLAN CONTINUOUS BRACING TRUSS MANUF. REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). FRAMING PER PLAN 0 TRUSS SCREW THRU TOP PLATES TO TRUSS �2 TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL R02 ROOF TRUSS ON FRAME 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 "X" - 10% FROM GABLE TRUSS. HOUSE WIDTH WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. ,< — " O1 ®7r x X 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" RIDGE X O.C. @ APPROX. 45-DEG ANGLE. OO GABLE END SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP x NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C.::E� t�s (2) SIMPSON A23 w/ (8)10d x 1-1/2" BOSTON HIP X (ONE ON EACH SIDE OF BRACE TO TOP PLATE). O 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 CMU ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2%2" PL. WASHERS AND 7" EMBEDMENT. SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w/ 12d's AT 4" O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL. CONT. 2x4 / CONTINUOUS / v 2x4 NAILED FLAT TO TOP OF BRACE ("T" 22 x6 NAILED BRACE) NAILED TO DIAG. w/ 10d GUN TOP STRUCTURAL NAILS @ 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN FOR ATTACHMENT (48' MIN MEMBER LENGTH), BRACED REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING 1 BRACE SPLICE SHOWN PER PLAN " \ 20 BLOCKING AT 48 O.C. - 3 TRUSS BAYS FRAMING 2x6 NAILED ® BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE END TRUSS BRACING DETAIL GABLE END 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS EDIMENT BLOCKING @ GABLE VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN MIN. 9" LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER _OR_ PLAN. UNDER TRUSS TRUSS CHORDS CH END. Dt),2)IVALLEY SET OVER FRAME Ilvv I= "X" = 10% HOUSE WIDTH O 02 3 RIDGE GABLE END GABLE X "X" = 10% OF HOUSE WIDTH C� RIYDGE HIP X 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" 5/32" SPAN RATED PLYWOOD OR OSB 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. NOIES: 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 R11 ROOF SHEATHING ATTACHMENT DIAGRAM 2x4 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 —\ 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. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32" MAX. SPACING SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN THING PER _OR_ (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW STRUCTURAL SHEATHING PER PLAN 2x4 OUTLOOKER FRAMING AT 24" O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. — CONT. 2x4 w/ (2) 12d NAILS —� SIMPSON H10A w/(16)8d NAILS MIN. - STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLAN FASCIA SEE ARCH. DRAWINGS CMU VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. :_---,----,- _--- - - - - -- RAL JG SEE PLAN ACHMENT INEERED AT 24" O.C. 2x4 BLOCKING AT 2'- O.C. w/ (2) 12d TOE EACH END TO TRUSS SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' MAX. GAP FROM TOP OF 8' CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING FOR VERT, REINF. pn-7WALL BRACING AT NON -BEARING EXTERIOR WALL 2x4 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 ® 8" O.C. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. ° 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 2x SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0' USE ONE 2x4 BLOCKING "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 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 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. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO — BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN R09B UTCH HIP GABLE TRUSS BRACING DETAIL WDROPPED GABLE BOSTON HIP —� 26 MUG AT DIAGONALS ONLY. ATTACH AT EACH END TOENAILS NAIL SHEATHING TO STRUCTURAL SHEATHING PER PLAN STRUCTURAL SHEATwNG PER PUN AT ' O.C. / 4 8d NAILS BLOCK 4 BAYS BACK S BACK (8) 10d NAILS EACH STRAP ENGINEERED WOOD 2x4 LADDER FRAILNG AT 24' O.C. REOb AT FROM GABLE SS. o „ ROOF TRUSS AT 24 2x BLOCKING BETWEEN EA. OVERHANGS GREATER THAN If. ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE O.C. MAX. TRUSS MEMBER OR TRUSS WEB. TOP CHORD w/ (2)-16d NAILS AT 24' O.C. SIDE OF BLOCKING. o IF LENGTH IS LESS THAN 4'-0" USE 2x4 'L' BACK, CANT. 2x4 w/ (2)12d NAILS IF LENGTH IS GREATER THEN 4'-0" USE (2) 20 "L' 2x LEDGER w/ 2-10d 0 EA. BACKS. NAIL "L" BACKS w/12d 012"O.C.(NOTCHED STRUCTURAL SHEATHING 0 CROSSING TRUSS MEMBER 0 TOP w/2-12d TOENAILS SEE PLAN FOR ATTACHMENT TYPICAL CMU WALL FOR ROOF SHEATHING "L" BACK —EXTEND 6' PAST 1. AT VERRCALS S-6' TO V4 USE ONE 2x4 V BACK 4 NAILING LOWER ROOF SHEATHING 2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 2x4 'L' 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BACKS (1 EA SIDE) (OR FRAME PER CASE 3 BELOW). BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE GQ ONE BRACE NEAR THE PEAK AND THE REMAINDER AT e 1 AT VERTICALS OVER 8'-4' TO 1S-O' USE ONE 2x4 � O.C. 0 APPtOx 45-DEG ANGLE 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS zi SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP REQUIRED AT THE PEAT( AND AT EVERY OTHER VERTICAL NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. MEMBER IN THIS RANGE ATTACH THE DIAGONAL AT MIT SHEATHING PER PLA HEIGHT AND TO THE BLOCKING BELOW THE ROOF (2) SIMPSON A23 w/ (B) tOd x THE SECOND DIAGONAL A STROAND MU IS ALSO REQUIRED D DIAGONAL, ESE , A STRONGBACK GB MUST BE ATTACHED (ONE ON EACH SIDE OF BRACE TO TOP PLATE). PARTIAL GABLE END TRUSS DETAILTO 5AWIm (2)12ds AND ONE SIMPSON Ln R0 9 C PARTIAL GABLE SIDE NAIL ALL 'L' BACKS AND STRONGBACKS w/ 12d's' x= o (4) 1/4" 0 c 2-1/4" MASONRY AT 6' Q.C. NOTCH 'L' BACKS AT TOP AND BOTTOM. SHEATHING PER PLAN cu SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 PROVIDE CONT. 2x12 P.T. PLATE w/ 1/2' f x 10' U COND110NS OF USE: (OR APPROVED EQUAL) (2)PT 2x4 w/ I/2' QSB OR ,' ANCHOR BOLTS AT 4'-0' O.C. MAI w/2'x2' PL AT EACH MISSED PLYWOOD SPACER 0 TOP d -' WASHERS AND i EMBEDMENT. WK 3 REQ.) 0 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. BOTTOM OF LINTEL w/ 114'x5' g N 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. TAPCONS 0 6' Q.C. EDGE NAIL MASONRY LINTEL PER PLAN ,-; 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. SHEATHING PER PLAN. `'4 I IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR w R13 an uj (TYPICAL CMU WALL CONNECTION) 0 a DAnkA GABLE END TRUSS BRACING DETAIL PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24" O.C. SHEATHING PER ARCH , IIA FURRING AT INSTALLED PER MANUF. MAX. 16" O.C. w/ (3)10d AT EA TRUSS sot EXTERIOR CEILING FURRING SCALE: N.T.S. C.Q.A.# ARCHITECTURE: AA26002802 C.O.A,# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 10/26/20 DATE Ll�`willlff J 411 No. 86 STAT ORtK>'p' . 2w4 •,, Q O O M 1 00 O 0 V J` a, U� cq O V � w 0 bA S� r c,* co N o 1- z N• v •� g v o_ 00 < M C� rq co L\ ce�l 00 w cry .ic�ti 0 � -> Q M 43 H O w � � w M CO PRODUCT MANAGER I RELEASE I DATE: xx Ax /xxxx PROJECT TYPE Srn le Famil SPECIFICATION LEVEL Pulte PLAN NAME S ru -e NPC ILO NUMBER 2116.501 SHEET S4w1