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STRUCTURAL SHEATHING, SEE PLAN AND DETAILS cnD Arr" uurkrr PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. -OR- 2x BLOCKING AT SHEATHING EDGES w/ 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS wl (3) 1Od NAILS, 24' O.C. CONTINUOUS STRUCTURAL CENTER MAX SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING SHEATHING DETAIL NAIL PER TYPICAL SHEATHING DETAIL TYPICAL TRUSS ANCHOR PER PLAN DETAIL AT TRUSSEEL>9114' TYPICAL TRUSS ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS ANDIOR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. TRUSS ANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN DETAILAT TYPICAL TRUSS w/ HEEL < 91/9 ROOF TRUSS ON MASONRY � ► V � scale: 1 /2„_1'-0" R 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 2x4 "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 2x4 O "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. NOTE: REFER TO ARCHITECTURAL DRAWINGS ANDTRUTRUSS STRUCTURAL SHEATHING SEE PLAN MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE AND DETAILS FOR ATTACHMENT INFORMATION. (Le. HEEL HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED WOOD ---a TRUSSES AT 24' O.C. MAX. -OR- 2x BLOCKING AT SHEATHING EDGES WI 2x RIBBON BOARD ATTACHED TO (3) Bd NAILS INTO TRUSS TRUSS w/ (3)1Od NAILSS, 24- O.C. CONTINUOUS STRUCTURAL SHEATHING CENTER MAX. SPACING NAIL PER TYPICAL SHEATHING DETAIL CO UOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL FRAMING PER PLAN FRAMING PER PLAN STRUCTURAL SHEATHING, DETAIL AT TRUSS HEEL>9114' SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24'O.C. MAX. TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL DETAIL AT TYPICAL TRUSS w/ HEEL < 91/4' TRUSS ATTACHMENT: ALL TRUSS ENDS ARE TO BE SECURED TO THE WALL BELOW USING ONE OF THE BELOW METHODS. ONE FULL OPTION MUST BE USED FOR CONTINUOUS LOAD PATH: a INSTALL TYPICAL TRUSS ANCHOR THROUGH EXTERIOR SHEATHING. EXT. SHEATHING N CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL W/ H25A @ EVERY OTHER STUD TO TOP PLATE EXT. SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. c. INSTALL ANCHOR AS CALLED FOR ON THE PLANS. TWIST STRAPS ARE TO BE INSTALLED ON THE INSIDE OF THE WALL ANY STRAPS FROM THE STUDS TO THE UNDERLYING STRUCTURE WILL BE CALLED FOR ON THE PLANS. d. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP PLATE. EXT SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. ROOF TRUSS ON FRAMING R02 wale: WM-010 1 /2"=1'-0" -2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" D.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 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. (2) SIMPSON A23 w/ (8) 10d 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 T' BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" STRUCTURAL SHEATHING ('vEMI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. SEE PLAN FOR ATTACHMENT y WASHERS AND 7" EMBEDMENT. 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 \ 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN @TOP STRUCTURAL NAILS @ 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. / BRACE SPLICE SHOWN FIELD NAILING PER PLAN \ 2x4 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 SABLE END 2 4 LADDER FRAMING AT 24" 0 C REUD 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' O.C. CONT. 2x6 w/ (2) 12d NAILS CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d @ EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING \ (4) 1/4" 0 c 2-1/4" MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 COND110NS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. 0 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 W R13 Lu Lu (TYPICAL CMU WALL CONNECTION) o Q- 9C =10% HOUSE WIDTH T T RIDGE X 1O GABLE END BOSTON HIP 4 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 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 PER PLAN -MIN. 9" LONG 20 GA. FLAT STRAP w/ (8) 10d -SHEATHING PER PLAN. -OR- 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. RWW-020 Dip VALLEY SET OVER FRAME T =10% HOUSE WIDTH X 1T T2 3 RIDGE 10 GABLE END x X 3 GABLE X T =10% HOUSE WIDTH X 3 T T / T I HIP X3 ROOF SHEATHING NAILS ROOF FASTENING ZONES 8d RING SHAN 0.113'x218' 1 2 3 SHINGLE: 7/16' SPAN RATED SHEATHING OFFSET DIMENSION T =10% HOUSE WIDTH x" x TILE: 15/37 SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) 61O.C. 6'O.C. 4'O.C. METAL: 15/32'SPAN RATED SHEATHING PANEL FIELD (1) 61O.C. 6'O.C. 6'O.C. NOTES: 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 T OFFSET FROM ROOF EDGE. 317WIDE HOUSE = TZONE, 40'WIDE HOUSE = 47ONE, 5LYWDE HOUSE = 6ZONE, WWIDE HOUSE = 67ONE 04 ♦ ROOF SHEATHING ATTACHMENT DIAGRAM Scale: VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN ;EE PLAN MENT 0 RED 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 VALLEY SET TRUSSES 8 CMU WALL SEE PLAN WALL TO BOTT. OF BLOCKING AT 24" O.C. FOR VERT. REINF. ROOF SHEATHING PER PLAN (p, WALL BRACING AT NON -BEARING EXTERIOR WALL 1 I IV I TNT, HEATHING PER SHEATHING PER 'LAN. PLAN. -OR- ------------- -------- 2z4 PURLIN @ EA VALLEYTRUSS. (1) SDWC15600 TRUSS SCREW NAIL TO COMMON TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL @ 8" O.C. STRUCTURAL SHEATHING PER PLAN 20 OUTLOOKER FRAMING AT 24" O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. — CONT. 24 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 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 2x4 "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), 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 WOOD FRAMING PER PLAN R09B DUTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE BOSTON HIP nI Al I 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. ROOF TRUSS PER MANUFACTURER 20 DIAGONAL BRACING w/ (5) 12d COMMON 2x6 LEDGER TO FRAME w/(2) NAILS EA. E4ND @ 32" MAX. SPACING 1 /47 x 3" WOOD SCREW @ 16' O.C. BEVEL TOP TO MATCH ROOF PITCH SHEATHING TO TOP NAILER: 8d NAILS 4" O.C. AND 4" O.C. TO RAFTER/SUB-FASCIA �1PER PLAN 2x4 FIELD FRAMED RAFTER @ 16" O.C. MAX IF LENGTH IS LESS THAN 4'-0" USE 2x4 "L' BACK, SPACING - TOE NAIL ONE SIDE OF RAFTER TO IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 "L" LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE BACKS. NAIL 'L' BACKS w/12d @ 12'0.C.(NOTCHED ,; SIDE, INSTALL A35 w/BOTTOMS BENT AND @ TOP w/2-12d TOENAILS ATTACHED TO BOTTOM OF LEDGER & RAFTER "L' BACK -EXTEND 6' PAST w/ 10d x 1 1/2" NAILS. CONNECT TOP AND LOWER ROOF SHEATHING BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS 2x4 LEDGER TO FASCIA CUT FRAME: PER SPECS SHEATHING PER PLAN) EA�RTIA�LG�ABLE�ENUTR�USSR09C PARTIAL GABLE w/ (2) w/ 1/4" x 3" WOOD SCREW @ 16" O.C. SUSPENDED RAFTER 1 1—r V I Scale: 1 /2"=1'-0" C.O.A.# ARCHITECTURE: AA26002802 O r__q 00 0 O i^^G-i 00 NF--� � a\ � a1 U `Y' di c� O w 0 bA .2 C1.4 V3 NC) tPulteGrour <� N m O'V 41 o So 00 1 � Cn OQ w ' CF_-I al O �2:i w O Q w O O �O 0 P4 PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX C.O.A.# ENGINEERING: PROJECT TYPE �� 29349 Single Famfl O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA 8 BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA Pulte 4/20/21 DATE `l w t fill /, r ��,�� • F f� PNAME Whitestone woNPC CHILD NUMBER 2117.501 •� TAT' : SHEET 7A S4.1 SfaMAt- IIIIiL1TE�