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WE Lw C� C) C14 C) Lu 0 --I CL CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING SEE PLAN AND DETAILS FOR ATTACHMENT DETAIL AT RAISED HEEL PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR PER PLAN-------, FASCIA SEE ARCH. DRAWINGS BOND BEAM PER PLAN CD F== 2x BLOCKING BETWEEN TRUSSES w/ (3) 8d INTO SUPPORT 0 EA END TO 2x BLOCKING AT fE ADJACENT TRUSS OR TO TOP PLATES �rSHEATHING EDGES --SHEATHING PER PLAN NOTE: REFER TO ARCHITECTURAL STRUCTURAL SHEATHING CONTINUOUS---Z---` DRAWINGS AND/ OR TRUSS AT TRUSS HEEL, w/ SHEATHING EDGE *__�TRUSS SCREW THRU LOCATION OF BRACING AT MANUFACTURER DRAWINGS FOR NAILING REQUIRED. A ULTED TRUSS. -I\V TOP PLATES TO TRUSS SPECIFIC TRUSS PROFILE DETAIL AT RAISED HEEL FRAMING PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). WHEN 9-1/4" < "D" < 15-1/4" SOLID 2x BLOCKING BETWEEN TRUSSES ATTACHED TO TOP PLATES wl 8d NAILS @ 6" O.C. F�— ALONG LENGTH OF BRACED WALL PANELS q< r--) TRUSS SCREW PER PLAN NOTE: 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). —SHEATHING PER PLAN FRAMING PER PLAN (DTRUSS SCREW THRU TOP PLATES TO TRUSS Q) TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL R01 —�W �FT �RU S "0 "M �AS 0 �NR Y� STRUCTURAL SHEATHING PER PLAN 2A 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, 2A w/ (2) 12d NAILS 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2A "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). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 "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 V BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. ROOF TRUSS ON FRAME R02 ILU 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING "X" = 10% AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK HOUSE WIDTH — FROM GABLE TRUSS. rWHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO 3 BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" O.C. @ APPROX. 45-DEG ANGLE. Q r SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8' O.C. SIMPSON A23 w/ (8) 10d x 1-1/2" (ONE . 0 , N EACH SIDE OF BRACE TO TOP PLATE). SHEATHING PER PLAN SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. '�'��PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. STRUCTURAL SHEATHING SEE PLAN FOR ATTACHMENT Cmu WASHERS AND 7" EMBEDMENT. MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED NAIL BOTTOM CHORD OF GABLE BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w/ 12d's AT 4" O.C. CONT. 2x4 CONDITION, SEE PLAN AND DETAIL. /1' 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS BRACE) NAILED TO DIAG. w/ 10d GUN STRUCTURAL @ TOP NAILS @ 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN N (48' MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING BRACE SPLICE SHOWN PER PLAN 20 BLOCKING AT 48" O.C. - 3 T� TRUSS BAYS FRAMING 2x6 NAILED @ BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE IL PA�LE END TRUSS BRACIN.G �T� rRO9 2 4 LADDER FRAMING AT 24" O C REQ'D AT (8) 10d NAILS EACH ENGINEERED WOOD ROOF TRUSS AT 24 O.C. MAX. . . OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" D.C. CONT. 2x6 w/ (2) 12d NAILS---\ CMU WALL STRUCTURAL SHEATHING PER PLAN A BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. A LEDGER w/2-10d 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING (4) 1/4' 0 c 2-1/4' MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 (OR APPROVED EQUAL) CONDTIONS OF USE: AT EACH MISSED 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. LOCATION. 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR R13 U& 13 (rYPICAL CMU WALL CONNECTION) 0 T — —1 X RIDGE--/ GABLE END BOSTON HIP 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 wA3) 8d @ EA. OUTLOOKER VALLEY SET TRUSSES AT 24" O.C. PER PLAN MIN. 9" LONG 20 GA. FLAT STRAP w/ (8) 10d SHEATHING PER -OR PLAN. 20 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. VALLEY SET OVER FRAME I 1vv "X" 10% "X" = 10% OF HOUSE WIDTH HOUSE WIDTH ----\ 3 RIDGE7/ GABLE END GABLE X 7 0 T Xx < RIDGE , t7 l� (1) 1 R X HIP 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS OR — PER PLAN 2x4 BETWEEN EA. OUTLOOKER wA2) 10d TOENAILS EDIMENT BLOCKING GABLE VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. —OR— (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW STRUCTURAL SHEATHING PER PLAN /-(D 20 OUTLOOKER FRAMING AT 24" O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. CONT. 2A 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 MAX.7 BOND BEAM PER PLAN:�\ 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 "Xff "XII TLE: 15/32' SPAN RATED PLYWOOD OR OSB PANEL EDGES @ SUPPORTS (1) 6" O.C. 6" O.C. 4" D.C. PANEL FIELD (1) 6" D.C. 6" O.C. 6" O.C.- METAL: 15/32' SPAN RATED PLYWOOD w/24 GA. 19/32' SPAN RATED PLYWOOD w/26 CA NU I L�: 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 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. BLOCK 8'-0" BACK FROM GABLE TRUSS. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32" MAX. SPACING -'--IF LENGTH IS LESS THAN �-O' USE 20 *L' BACK, IF LENGTH IS GREATER THEN �-O' USE (2) 20 '1! BACKS. NAIL "L" BACKS w/12d @ 12"O.C.(NOTCHED 0 TOP w/2-12d TOENAILS V BACK -EXTEND 6" PAST LOWER ROOF SHEATHING SHEATHING PER PLAN--J P�R T I �AL �GA B �LE E�ND T�RUS�S[��Ttl�� R09)C ^L Al I SEE ARCH. DRAWINGS SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. ------------- SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED SES AT 24" O.C. TRUS 2x4 BLOCKING AT 2'-0' - O.C. W/ (2) 12d TOE NAILS EACH END TO TRUSS SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' MAX. GAP FROM TOP OF — ___' __` JLE 7WALL TO BOTT. OF BLOCKING 8" CMU WALL. SEE PLAN FOR VERT. REINF. LL BRACING AT NON —BEARING EXTERIOR WALL 20 PURLIN @ EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN wl 10d GUN NAIL @ 8" O.C. 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. 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 11-1 SHEATHING. 3 L 1. AT VERTICALS 3'-6" TO 6'-60 USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2A "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 2x SHTG.. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2A BLOCK "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 V 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 V BACKS AT TOP AND BOTTOM. 2A 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 WOOD UTCH HIP GABLE TRUSS BRACING DETAIL WDROPPED GABLE 0 '7 IIJ jku R V %9 )B. BOSTON HIP ROOF TRUSS PER MANUFACTURER 2x6 LEDGER TO FRAME w/(2) 1/4" x 3" WOOD SCREW @ 16" 0 O.C. BEVEL TOP TO MATCH ROOF PITCH SHEATHING TO TOP NAILER : 8d NAILS 4" 2 O.C. AND 4" O.C. TO RAFTER/SUB-FASCIA IPER PLAN 2A FIELD FRAMED RAFTER @ 16' O.C. MAX SPACING - TOE NAIL ONE SIDE OF RAFTER TO LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE SIDE, INSTALL A35 w/BOTTOMS BENT AND ATTACHED TO BOTTOM OF LEDGER & RAFTER PER PLAN R S 0 2 Sj Li SI A w w 10d x 1 1/2" NAILS. CONNECT TOP AND BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS Irnr 'rr� To 29,x44 LEDGER TO FASCIA CUT FRAME: PER SPECS w/ (2) w/ 1/4" x 3" WOOD SCREW 0 16" O.C. S �US �PE N�D E �DR �AF7 �ER � 'D A �n I I-TW J Scale: _�/2"=V-0" File Name: STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — RUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN 1#4- f: L #1 AND SCHEDULE SHEATHING PER PLAN R08B VALL B.RACING A. BEARIN... PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24" O.C. 1x4 FURRING AT SHEATHING PER ARCH MAX. 16" O.C. w/ INSTALLED PER MANUF. (3)10d AT EA TRUSS ETERIOR CEILING FURRING SCALE: N.T.S. C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 0 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 0 BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 9/3/20 DATE 602 4. . '41- 'Z* TE 0 4 ...... '01VA1. C) C*-4 C) C�4 F= C) cn C? r__q 00 :v N Lf� 011% C-4 I. —I u 14 Cn as 6 PIC$ 0 r.� reell tPulteGroupr "C CAI 7=4 C So 0 1 1 Lo Ln C-4 r_q C*n 00 ic -4--b Cn .2 cc$ (D 0 PRODUCT MANAGER - - - - RELEASE DATE: xx Ax /xxxx PROJECT TYPE Smg1eramily SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.1