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-�!— STRUCTURAL SHEATHING, SEE PLAN AND DUALS ono ArrArDurDr PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX -OR- 2x BLOCKING AT SHEATHING EDGES wl 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS wl (3)1 Od NALS, 24' O.C. CONTINUOUS STRUCTURAL CENTER MAX SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING SHEATHING DETAIL NAL PER TYPICAL SHEATHING DUAL TYPICALTRUSSANCHOR PER PLAN DETALATTRUSSHEEL>9114' TYPICAL TRUSS ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS ANDIOR 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 DETAIL AT TYPICAL TRUSS wl HEEL < 9 Ile /ROOF TRUSS ON MASONRY nv i sealer 1 /2"=1'-0" R 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) 20 BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 20 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 AND10R TRUSS STRUCTURAL SHEATHING SEE PLAN MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE AND DETAILS FOR ATTACHMENT INFORMATION. (Le. HEEL HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED WOOD TRUSSES AT24'O.C. MAX. 7 �. 2x BWC1 NG AT SHEATHING EDGES wl 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS wl (3)1 Od NAILS, 20 O.C. CENTER MAX. SPA' CONTINUOUS STRUCTURAL SHEATHING NAL PER TYPICAL SHEATHING DETAIL COI ITINUOUS STRUCTURAL SHEATHING NAL PER TYPICAL SHEATHING DUAL 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 DINGS) CONTINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL DETAL AT TYPICAL TRUSS wl HEEL < 9114' 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. SHEATHNG IS CONTNUOUS AND WLL TRANSFER COMBINED SHEAR & LPLFT. b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL wl H2.5A @ EVERT OTHER STUD TO TOP PLATE. EXT. SHEATHING 6 CONTNM AND WILL TRANSFER COMBINED SHEAR & UPLIFT. c. INSTALL ANCHOR AS CALLED FOR ON THE PLAINS. TWIST STRAPS ARE TO BE INSTALLED ON THE ME OF THE WALL. ANY STRAPS FROM THE STUDS TO THE UNDERLYING STRUCTURE WILL BE CALLED FOR ON THE PLANS. d. INSTALLTYPICAL TRUSS SCREWS FROM TRUSS TO TOP PLATE. EXT SHEATHING IS CONTINUOUS AND WLLTAANSFER COMBINED SHEAR & UPLIFT. R02 ROOF TRUSS ON FRAMING -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 COAT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' CMU ANCHOR BOLTS AT 4'-0' O.C. MAX. w/2'x2' PL STRUCTURAL SHEATHING SEE PLAN FOR ATTACHMENT WASHERS AND 7' EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WAU, BOND BEAM, UNTEL BEAM OR RAKED 12d's AT 4` O.C. BEAM PER PLAN, FOR RAKED BEAM AT VAULTED TRUSS w/ CONDITION, SEE PLAN AND DETAIL / CONT. 20 20 NAILED FLAT TO TOP OF BRACE ("T' CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN 2x6 NAILEDTOP 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 FRAMING 2x6 NAILED @BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE /'_� GABLE END TRUSS BRACING DETAIL R 0 9 N L5 _ - — — GABLE END 20 LADDER FRAMING AT 24" O.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS 1�7 TOP CHORD w/ (2)-16d NAILS AT 24' O.C. (8) 10d NAILS EACH STRAP ENGINEERED WOOD a ° ROOF MA TRUSS AT 24° COAT. 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 Ell)(4) 1/4' 0 c 2-1/4' MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 E COND110NS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED HVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. o I J. NUI ACCLPIAULL ON MULTI —PLY IRUS5 APPLICAIIUN5. 04 IF RELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. 0 75 R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) RWW-020 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 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 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. WWI VALLEY SET OVER FRAME I lvv 1' T =10% HOUSE WIDTH T =10% HOUSE WIDTH T =10% HOUSE WIDTH X —X X 1(D 2O 3 O O / x © X x C RIDGE X RIDGE RIDGE OO GABLE END 1D GABLE END rl BOSTON HIP X GABLE HIP"X ROOF SHEATHING NAILS ROOF FASTENING ZONES I 1 2 3 SHINGLE: OFFSET DNENSION T =10% HOUSE WIDTH 7116' SPAN RATED SHEATHNG 8d RING SHANK 0.113'x24? TILE: 10? SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) 6' O.C. 6' O.C. 4' O.C. METAL 15132'SPANRATED SHEATHING PANEL FELD (1) 61O.C. 6'O.C. 6'O.C. NOTES: 'DESIGNED WITH ENGINEERING 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR FUSERS -TYPICAL. RATIONAL THAT MEETS ASCE7-16 2. EDGE SPACING ALSO APPLES OVER GABLE END WAILS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION 9L' OFFSET FROM ROOF EDGE 3VWIDE HOUSE = 37ONE, 40'WIDE HOUSE = 4'ZONE, 50'WIDE HOUSE = 5'ZONE, 6VWIDE HOUSE = 6'ZONE ROOF SHEATHING ATTACHMENT DIAGRAM ri R 11 scd« 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 8'-0' BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32" MAX SPACING IF LENGTH IS LESS THAN 4'-O' USE 2x4 'L' BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 'L' to BACKS. NAIL 'L' BACKS w/12d @ 12'O.C.(NOTCHED 0 TOP w/2-12d TOENAILS T---°L' BACK -EXTEND 6' PAST LOWER ROOF SHEATHING SHEATHING PER PLANJ PARTIAL GABLE END TRUSS DETAIL R09C - SHEATHING PER PLAN. GABLE TRUSS PER PLAN 20 BLOCKING AT 2'-0" D.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. PEAR F SHEATHING PEOOF BATHING RO7 WALL BRACING AT NON -BEARING EXTERIOR WALL SHEATHING PER SHEATHING PER PLAN. PLAN. -OR- --------------------- 20 PURLIN @ EA VALLEY STRUCTURAL (1) SDWC15600 TRUSS SCREW TRUSS. NAIL TO COMMON SHEATHING PER PLAN TO EVERY TRUSS BELOW TRUSS /(3) 16d GUN NAILS 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. 20 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 PLA VFASCIA SEE ARCH. DRAWINGS CMU w PRE ENGINEERED — BOTTOM CORD OF VALLEY TRUSSES AT 24' O.C. TRUSS NAILED TO PURLIN w/ 10d GUN NAIL @ 8' O.C. UPT DLWIN111V Al UInUVPInLJ UIlLI. nlIMW nl Ln%,n 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. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE SHEATHING Am PER PLAN R08B WALL BRACING AT BEARING WALL 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. ' 3 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 2x4 °L' BACK. STRUCTURAL SHEATHING PER SHEDULE 2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 2x4 'L" wIEDGE NAILING PER DETAIL BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). x SHTG. 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 2x4 (2)1OdNAILS _;, BLOCKING 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS @� OUTRIGGER 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 2x4 OUTRIGGERS ° 8' CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO @12'O.C. 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 2x BLOCKING BETWEEN TRUSSES, TOENAL @EA END CONT. 2xFASCIA WI(2)16d NAILS AT EACH OUTLOOKER nl2'(MIN) CONCRETE RAKE BEAM wl(2)#5 @TOP & BOTTOM FILL CELLS ACCORDING TO DETAL CALLOUT ON STRUCTURAL DRAWINGS 2x4 PT. LEDGER ATTACHED TO WALL w/lAW-3I4' TAPCONS @ 24' o c. ONE BRACE NEAR THE O.C. @ APPROX. 45-DEG AK THE REMAINDER AT 48 GABLE END DETAIL @ CONCRETE RAKE BEAM SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP R33 �2"-1'-0" RWM-330 NAILED w/ (2) ROWS 10d GUN NAILS @ 8' O.C. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN R09B DUTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE 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' O.C. AND 4' O.C. TO RAFTER/SUB—FASCIA 2 PER PLAN 2x4 RELD 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 do RAFTER w/ tOd x 1 1/2' NAILS. CONNECT TOP AND BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS 2x4 LEDGER TO FASCIA CUT FRAME PER SPECS w/ (2) w/ 1/4' x 3' WOOD SCREW @ 16' O.C. SUSPENDED RAFTER _j t t J seal« 1 /2"=1'-0" C.O.A# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 E BENJAMIN NIESE, PE P.E.# 86025 ❑ IAN MCCULLOUGH, PE P.E.# 80956 08/04/2021 DATE7li1{11 i No. 8602 STA IF !V 0 to Illllll O O M r-+ 00 45 O 0 o i� 00 NA 01% �C_l� UM c1cs N � liPulteG. �1 o N v o s i O O co cn � w L\ � 00 �U plc � � N w 2 Q o � r� w 0 O 00�NN PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET S4.1