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STRUCTURAL SHEATHING, SEE PLAN AND DETAILS IfAn ATTA PL111[\R PRE-ENGINEERED WOOD TRUSSES AT 24, O.C. MAX. -OR. 2x BLOCKING AT SHEATHING EDGES wlf- RIBBON BOARD ATTACHED TO (3)2x 8d NAILS INTO TRUSSTRUSS w/ (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 TRUSS HEEL > 91 /4' TYPICAL TRUSS ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/OR 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, (SEARCH DWGS) BOND BEAM PER PLAN DETAIL AT TYPICAL TRUSS w/ HEEL < 91/4' PROOF TRUSS ON MASONRY w I Scale: I,.,-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 S-6" TO 6'-6" USE ONE 2x4 "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 0 "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: STRUCTURAL SHEATHING SEE PLAN REFER TO ARCHITECTURAL DRAWINGS ANDIOR TRUSS AND DETAILS FOR ATTACHMENT MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (Le. HEEL HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED WOOD N TRUSSES AT W O.C. MAX. -OR- 2x BLOCKING AT SHEATHING EDGES wl 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS WI (3)1 Od NAILS, 24' O.C. CONTINUOUS STRUCTURAL SHEATHING CENTER MAX. SPACING NAIL PER TYPICAL SHEATHING DETAIL CO TINUOUS 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 wl 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 S CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLFT. b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL w/ H2LA @ EVERY OTHER STUD TO TOP PLATE. EXT. SHEATHING S 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 S CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. ROOF TRUSS ON FRAMING R029aa�e: 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" 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 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 "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" (''MI I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. STRUCTURAL SHEATHING v y 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 \ 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 \ / WOOD FRAMING 2x6 NAILED @BOTTOM PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE GABLE END TRUSS BRACING DETAIL R09 GABLE END 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. (8) 10d NAILS EACH STRAP ENGINEERED WOOD i A / / O.C. MAX. ROOF TRUSS AT 24" 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 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 CONDTIONS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. LOCATION. AT EACH MISSED 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 ItiW R 13 �g (TYPICAL CMU WALL CONNECTION) 0 20 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 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 PLAN. -OR- 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. RWW-020 rp,;VALLEY SET OVER FRAME T= Iho HOUSE WIDTH 3 X 7r RIDGE X 1O GABLE END BOSTON HIP "X3 IIvV IRu T =10% HOUSE WIDTH �\ T 20 3Ilk RIDGE 1Q GABLE END GABLE X T =10% HOUSE WIDTH ROOF SHEATHING NAILS ROOF FASTENING ZONES 8d RING SHAN 0.113,x2-W 1 2 3 SHINGLE: 7/16'SPAN RATED SHEATHING OFFSET DIMENSION T =10% HOUSE WIDTH T T TILE:15/32' SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) 61O.C. 6'O.C. 4'O.C. METAL 15/32' SPAN RATED SHEATHING PANEL FELD (1) 6' O.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. 30'WIDE HOUSE = 3'ZONE, 9WIDE HOUSE = 4' ZONE, WWIDE HOUSE = T ZONE, 617WIDE HOUSE = YZONE PROOF SHEATHING ATTACHMENT DIAGRAM Scale: 1 /2"=1'-0" 24 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. 2A DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND • 32" MAX. SPACING IF LENGTH IS LESS THAN 4'-0" USE 2A "L" BACK, IF LENGTH IS GREATER THEN 4'-0" 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 SHEATHING PER PLAN' EAR�TIAL�GA�BLE�END�TRU�SS��ET!�l�R09C SHEATHING PER PLAN. GABLE TRUSS PER PLAN 2x4 BLOCKING AT 2'-0" — O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. ` SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/l/4" MAX. GAP FROM TOP OF VALLEY SET TRUSSES VALLEY SET TRUSSES 8' CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING AT 24" O.C. AT 24" O.C. FOR VERT. REINF. ROOF SHEATHING ROOF SHEATHING PER PLAN PER PLAN WALL BRACING AT NON -BEARING EXTERIOR WALL R07 U.S. SHEATHING PER SHEATHING PER PLAN. — — — — PLAN. -OR- -------------- — — — 2x4 PURLIN @ EA VALLEY STRUCTURAL (1) SDK15600 TRUSS SCREW TRUSS. NAIL TO COMMON SHEATHING PER PLAN TO EVERY TRUSS BELOW TRUSS 3 16d GUN NAILS w/( ) 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 STRUCTURAL SHEATHING PER PLAN AT 6" O.C. w/ MINIMUM 8d NAILS, BLOCK4 BAYS BACK 2x4 OUTLOOKER FRAMING AT 24" O.C. OVER FROM GABLE TRUSS. DROPPED GABLE END TRUSS. ATTACH TO WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE TRUSS TOP CHORD w/ (2)-16d NAILS. SIDE OF BLOCKING. 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. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. TRUSS ANCHOR 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2z4 "L" BACK. SEE CONN. CHART BOND BEAM PER PLAN 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 ^1 Al I 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, 26 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 DUTCH HIP GABLE TRUSS BRACING DETAIL WDROPPED GABLE R09B BOSTON HIP ROOF TRUSS PER MANUFACTURER 2x6 LEDGER TO FRAME w/(2) 1/4" x 3" WOOD SCREW @ 16" O.C. BEVEL TOP TO MATCH ROOF PITCH SHEATHING TO TOP NAILER : 8d NAILS 4" 12 O.C. AND 4" O.C. TO RAFTER/SUB—FASCIA —1PER PLAN 20 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 w/ 10d x 1 1/2" NAILS. CONNECT TOP AND BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS 20 LEDGER TO FASCIA CUT FRAME: PER SPECS w/ (2) w/ 1/4" x 3" WOOD SCREW @ 16" D.G. oS US PE N DE D RAFTER 1 1'iv 1 Scale: ,-,_ 1 /2"=1'-0" C.O.A.# ARCHITECTURE": AA26002802 C.O.A.# ENGINEERING: 29349 ❑ THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ® BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20/21 DATE ,X11111111 025 E 'rl�IIII��t ('WJ C? e-_A 00 O 0 000 ;-I o v� cM 4 cri O `� bA r-i CIO��4 -n3 N � *PulteGroup- PRODUCT MANAGER IRELEASE DATE: XX/XX/XXXX PROJECT TYPE Single Famil SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.1