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STRUCTURAL SHEATHING, SEE PLAN AND DETAILS ono ArrerUkAC rr PRE-ENGINEERED WOOD TRUSSES AT24'O.C. MAX. .OR. 2x BLOCKING AT SHEATHING EDGES w/ 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS w/ (3)1 Od NAILS, 24' O.C. CONTINUOUS STRUCTURAL CENTER MAX. SPACING SHEATHING NAIL PER TYPICAL. CONTINUOUS STRUCTURAL SHEATHING SHEATHING DETAIL NAL 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. (Le. 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 DETAL AT TYPICAL TRUSS w/ HEEL < 9114' NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/ORTRUSS STRUCTURAL SHEATHING SEE PLAN MANUFACTURER DRAWNGS FOR SPECIFIC TRUSS PROFLE AND DETAILS FOR ATTACHMENT INFORMATION. (�e. HEEL HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED WOOD N TRUSSES AT 24' O.C. MAX -OR 2x BLOCKING AT SHEATHING EDGES w/ 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS KTO TRUSS TRUSS w/ (3)1 Od NAILS, 24' O.C. CONTINUOUS STRUCTURAL SHEATHING CENTER MAX. SPACING NAL PER TYPICAL SHEATHING DETAIL COTINUOUS STRUCTURAL SHEATHING NAL 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 DWCS) CONTNUOUSSTRUCTURALSHEATHNG NAL 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/ H2M @ EVERY OTHER STUD TO TOP PLATE EXT. SHEATHING N CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. c. NSTALLANCHOT 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. NSTALLTYPICAI. TRUSS SCREWS FROM TRUSS TO TOP PLATE. EXT SHEATHING S CONTINUOUS AND WLLTRANSFER COMBINED SHEAR & UPLIFT. ROOF TRUSS ON MASONRY ROOF TRUSS ON FRAMING R01 Sale: R02 Seal 1 /2"=1'-0" RWM-010 1 /2"=1'-0" 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. 20 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 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. —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 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" STRUCTURAL SHEATHING ('!MI I ANCHOR BOLTS AT 4'—O" O.C. MAX. w/2%2" PL. SEE PLAN FOR ATTACHMENTyy WASHERS AND 7" EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED TRUSS w/ 12d's AT 4" O.C. 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. FIELD NAILING BRACE SPLICE SHOWN PER PLAN \ 2x4 BLOCKING AT 48" O.C. — \ / 3 TRUSS BAYS 2x6 NAILED @BOTTOM WOOD FRAMING PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE GABLE END TRUSS BRACING DETAIL R09 GABLE END 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS (8) 10d NAILS EACH STRAP ENGINEERED WOOD TOP CHORD w/ (2)-16d NAILS AT 24" O.C. ROOF MTRUSS AT 24" CONT. 2x6 w/ (2) 12d NAILS A, CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d U 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. 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. R13 MISSED TRUSS STRAP REPAIR Ra (TYPICAL CMU WALL CONNECTION) 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d @ EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA �:III►:rru��e��;a�Bm� GABLE TRUSS — OR — PER PLAN 2x4 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 rDrip VALLEY SET OVER FRAME i tvv I— x' =10% HOUSE WIDTH 3 T=10%HOUSE WIDTH X x 7r ::4 0 T 1Q T 3 O x — x RIDGE X RIDGE 1O GABLE END 1 GABLE END 1 X BOSTON HIP "X3 GABLE X 9P =10% HOUSE WIDTH X 3 T T / / 2 <T T V HIP X 3 ROOF SHEATHING NALS ROOF FASTENING ZONES 8d RING SHAN 0.113'x2-W 1 2 3 SHINGLE: 7/1 U SPAN RATED SHEATHING OFFSET DIMENSION T =10% HOUSE WIDTH TILE: 15/32'SPANRATED SHEATHING PANEL EDGES @ SUPPORTS (1) 610.C. 6'O.C. 4'O.C. METAL: 15132'SPAN RATED SHEATHING PANEL FIELD (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 9C OFFSET FROM ROOF EDGE. 30' WIDE HOUSE = 3'ZONE, 40'WIDE HOUSE = 47ONE, 5VWIDE HOUSE = 5 ZONE, 60'WIDE HOUSE = 6' ZONE /ROOF SHEATHING ATTACHMENT DIAGRAM balm 1 /2"=1'-0" SHEATHING PER PLAN. GABLE TRUSS PER PLAN 24 BLDCKING AT 2'— O.C. w/ (2) 12d TOE EACH END TO TRUSS TEE PLAN NENT RED 24" O.C. ` SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" 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 NTS. SHEATHING PER SHEATHING PER PLAN. PLAN. -OR- --------------------- (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 2x4 PURUN @ EA VALLEY TRUSS. NAIL TO COMMON TRUSS /(3) 16d GUN NAILS STRUCTURAL SHEATHING PER PLAN 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. 20 w/ (2) 12d NAILS SIMPSON H10A w/(16)8d NAILS MIN. — STRUCTURAL SHEATHING PRE—ENGINEERED WOOD TRUSSES AT 2'—O" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLA FASCIA SEE ARCH. DRAWINGS w PRE ENGINEERED BOTTOM CORD OF VALLEY TRUSSES AT 24" O.C. TRUSS NAILED TO PURUN TRUSS ANCHOR w/ 10d GUN NAIL @ 8" O.C. PER PLAN 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. 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) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 2x WTG. 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 PUT�CH�HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE BOSTON HIP CMU 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 0 32" MAX. SPACING 1/4" 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 PER 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'—O" USE (2) 2z4 "L" LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE BACKS. NAIL "L" BACKS w/12d 012"O.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) R09C EA�RTIA�LG�ABLE�EN�DTR�USS DETAIL PARTIAL LE w/ (2) w/ 1/4 x 3" WOOD SCREW @ 16" O.C. SUSPENDED RAFTER R40 ale: 1 /2"=1'-0" BOND BEAM PER PLAN SHEATHING AND SCHEDULE PER PLAN R08B WALL BRACING AT BEARING WALL G.O.A.# ARCHITECTURE* AA26002802 C.Q.A.# ENGINEERING: 29349 EIT TrHOMAS A. WEBER, PE P.E. # 73242 FLORIDA BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 3/9/21 DA'fE`��1litilttl � �WI 1NIi " Y 'STATEfit 1"t S• o O M C� � r--a oo M � O 0 Uf) o 00 vcn U44 � 0 c%3 -O 0 l" cz N t PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Sin le Famfl SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.1