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CONTINUOUS STRUCTURAL SHEATHING TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING DETAIL AT RAISED HEEL SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOIDD TRUSSES AT 2'-0* D.C. MAX. TRUSS ANCHOR PER PLAN--------,- 77; W !'-070.C. MAX. FASCIA SEE ARCH. DRAWINGS C> F= 15 F= 2x BLOCKING AT ;�'SHEATHING EDGES NOTE: REFER TO ARCHITECTURAL STRUCTURAL SHEATHING CONTINUOUS DRAWINGS AND/ OR TRUSS AT TRUSS HEEL, w/ SHEATHING EDGE MANUFACTURER DRAWINGS FOR NAILING REQUIRED. SPECIFIC TRUSS PROFILE FRAMING PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). WHEN 9-1/4' < 'D' < 15-1/4": SOLID 2x BLOCKING BETWEEN PLATES W/ 8d NAILS 0 6' O.C. r= c-,,j !� M ALONG LENGTH OF BRACED =E W. TRUSSES ATTACHED TO TOP F= WALL PANELS BOND BEAM PER PLAN ------ X LSHEATHING PER PLAN ROOF TRUSS ON MASONRY— R01 OLM STRUCTURAL SHEATHING PER PLAN 2X4 LADDER FRAJANG AT 24" D.C. RM AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 2e O.C. CONT. 20 w/ (2) 12d NAILS 1. AT VERTICALS S-6' TO 6' 6' USE ONE 20 *L" BACK. Z 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 20 V 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 wl (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) 12ds AND ONE SIMPSON H5 CONNECTOR. SIDE NAIL ALL *L* BACKS AND STRONGBACKS vi/ 12ds AT 6' D.C. NOTCH *L" BACKS AT TOP AND BOTTOM. STRUCTURAL SHEATHING SEE PLAN FOR ATTACHMENT ::7:7/ NAIL BOTTOM CHORD OF GABE TRUSS w/ 12d's AT 4' O.C. CONTINUOUS STRUCTURAL SHEATHING SEE PLAN FOR ATTACHMENT _'K FIELD NAILING PER PLAN \1 WOOD, -2x BLOCKING BETWEEN TRUSSES w/ (3) 8d INTO SUPPORT 0 EA END TO ADJACENT TRUSS OR TO TOP PLATES -SHEATHING PER PLAN OCATION OF BRACING AT TRUSS SCREW THRU VAULTED TRUSS. ��TOP PLATES TO TF USS DETAIL AT RAISED HEEL TRUSS SCREW f-r PER PLAN NOTE: 4ONTINUOUS BRACING TRUSS MANUF. REFER TO ARCHITECTURAL DRAWINGS AND/ OR TRUSS MANUFACTURER \—SHEATHING PER PLAN DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, STUD PER PLAN SLOPE, OVERHANGS). FRAMING PER PLAN Q TRUSS SCREW THRU TOP PLATES TO TRUSS (D TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL no ROOF TRUSS ON FRAME Ru22 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING ox, = 10% AT 6" D.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK HOUSE WIDTH FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. (D . / N 1 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" D.C. 0 APPROX. 45-DEG ANQL SPLICE DETAIL FOR DIAGONAL � LAP NTH "r LAP NAILED W/ (2) ROWS 10d GUN NAILS 0 8' O.C. -1/2' (ONE ON EACH SIDE OF BRACE TO TOP PLATE). (2) S1 . M . PSON A23 w/ (8) 1 Od x 1 LSHEATHING PER PLAN PROVIDE CONT. 2X8 P ANCHOR BOLTS AT 4` cmul WASHERS AND r EM MASONRY WALL BON .T. PLATE wl 1/2' 0 x 10' 4 D.C. MAX. w/2"x2' PIL BEDMENT. D BEAM, LINTEL BEAM OR RAKED BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL CONT. 2x4 20 NAM FLAT TO TOP OF BRACE (*T* M NAILED BRACE) NAILED TO DAG. w/ 10d GUN 0 TOP NAILS 0 8' O.C. BUTT JOINT ALLOWED ID (48' MIN MEMBER LENGTH), BRACED REQUIRED TO BE CONTINUOUS OVER DIAG. BRACE SPILICE SHOWN 2x4 BLOCKING AT 48" O.C. - 3 TRUSS BAYS FRAMING M NAILED 0 BOTTOM PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE GABLE END TRUSS BRACING DETAIL Km R09 (8) 10d NAILS EACH GABLE END 20 LADDER FRAMING AT 2e D.C. REQ`D AT OVERHMGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C, ENGINEERED WOOD ROOF TRUSS AT 24" CONT. 2x6 w/ (2) 12d NAILS D.C. MAX. CMU WALL STRUCTUIRAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA. — TRUSS MEMBER OR TRUSS VIEEL 2x LEDGER w/2-10d 0 EA. OWN TRUSS MEMBER FOR ROOF SHEATHING NALING (4) 1/4' 0 c 2-1/4' MASONRY u SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 (OR APPROVED EQUAL) CONOTIONS OF USE: AT EACH MISSED CD 1. QUAN1ITY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. LOCATION. C*4 2. UPLIFF VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIff. C) C14 c; 3. NOT ACCEPTABLE ON MULII-PLY TRUSS APPLICATIONS. C14 IF FIELD COMMONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR R13 "ICAL CMU WALL CIMNEINON) & RIDGE--' J, GABLE END BOSTON HIP 20 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 X6 w/(3) 8d 0 EA. OUTLOOKER 20 OUITLOOKER PER DRAWINGS 20 FASCIA SHEATHING PER PLAN. GABLE TRUSS PER PLAN OR - 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS EDIMENT BLOCKING @ GABLE an VALLEY SET TRUSSES AT 24' D.C. ROOF SHEATHING SET TRUSSES PER PLAN .,---VALLEY AT 24' O.C. MIN. 9' LONG 20 GA. ROOF SHEATHING FLAT STRAP w/ (8) 10d PERPLAN SHEATHING PER -OR- SHEATHING PER -OR- PLAN. PLAN. 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. CMIRVALLEY SET OVER FRAME 1 1%0 v ox, = 10% *X" = 10% OF HOUSE WIDTH HOUSE WIDTH (D (D 7 0 < (D RIDGE (D GABLE END 71 GABLE X RIDGE" HP (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW 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. 2x4 w/ (2) 12d NAILS SIMPSON H10A wA16)8d NAILS MIN. - STRUCTURAL SHEATHING PRE-ENGINEERED WOOD MAX. TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER P 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 mX' 10% HOUSE WIDTH 1SX11 "Xx TILE. 15/32' SPAN RATED PLYWOOD OR OSB PANEL EDGES @SUPPORTS (1) 6' O.C. 6' O.C. 4' O.C. PANEL FIELD (1) 6' O.C. 6' O.C. 6" O.C. METAL- 15/32' SPAN RATED PLYWOOD :/24 GA. 19131' SPAN RATED PLYWOOD /26 GA. NO 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, DIMEN90N Y OFFSET FROM ROOF EDGE. 30' WIDE HOUSE 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE 6' ZONE ROOF SHEATHING ATTACHMENT DIAGRAM R11 ILM 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT V O.C. w/ MINIMUM 8d NAILS. BLOCK e-Or BACK AM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32' MAX SPACING IF LENGTH IS LESS THAN �-O' USE 20 17 BACK, IF LENGTH IS GREATER THEN �-O' USE (2) 20 -L' BACKS. NAIL 'C BACKS w/12d 0 12"0.C.(NOTCHED 0 TOP w/2-12d TOENAILS 17 BACK -EXTEND 6' PAST LOWER ROOF SHEATHING SHEATHING PER PLAN-J )C nnr� PARTIAL GABLE END TRUSS DETAIL RON PARTIAL GABLE FASCIA 2x SHTG. SEE ARCH. BLOCKING DRAWINGS cmu SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 2e O.C. ROOF SHEATHING PER PLAN SHEATHING PER .z SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 2e D.C. 20 BLOCKING AT 2'-0' - D.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 N 8" CMU WALL SEE PLAN WALL TO BOTT. OF BLOCKING FOR VERT. REINF. A� LL B RAC ING AT No N EAR� ING EXT ERIO R W AL� R07 _B� L J" 2x4 PURLIN 0 EA VALLEY TRUSS. NAIL TO COMMON TRUSSwA3) 16d GUN NAILS BOTTOM CORD Of VALLEY TRUSS NAILED TO PURLIN wl 10d GUN NAIL 0 8' O.C. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' D.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL 3 SHEATHING. 1. AT VERTICALS 3'-6* TO 6'-6* USE ONE 20 "L" BACK. v 2. AT VERTICALS OVER 6'-6* TO �4 USE (2) 20 17 BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4* TO 13'-0* USE ONE 2x4 'I! BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL SHEATHING PER HEIGHT AND TO THE BLOCKING BELOW THE ROOF e CMU WALL OR LINTEL, 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 "L7 BACKS AND STRONGBACKS w/ 12d's AT 6' D.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 D.C. @APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8' D.C. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN WOOD UTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE R09B Lr BOSTON HIP ROOF TRUSS PER MANUFACTURER 2x6 LEDGER TO FRAMEwA2) 1/4' x 3' WOOD SCREW 0 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 20 FIELD FRAMED RAFTER 0 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 - - F PER SPECS w/ (2) w/ 1/4" x 3' WOOD SCREW 0 16" O.C. R4>0L SUSPENDED RAFTER R40 sede: F1* Namc i )—Olt 2"= STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED 'RUSKS AT 24' D.C. TRUSS ANCHOR PER PUN BOND BEAM PER PLAN Z—SHEATHING AND SCHEDULE PER PLAN WALL BRACING AT BEARING WALL R08B R08B WULL �BRA�CIN!GA�EARMING _NAUL PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24' O.C. M FURRING AT SHEATHING PER ARCH INSTALLED PER MANUF. (3)10d AT EA TRUSS MAX. 16" O.C. w/ (So_i� EXTERIOR CEILING FURRING SCALE- N.T.S. SR cl- C) 0 C) co (v p, 0 - => c' �? N;4 Lo CTN co C114 u PL4 0 PEN r .4 cl) *PulteGroup- 421 40 9 * 40, 10h, - u') Al rn �-1 0 0 -1c ;., �8 '42 M 0 PRODUCT MANAGER RELEASE DATE: xx/xx/xxxx PROJECT TYPE Single Famfly SPECIFICATION LEVEL mte Oro Fieldstone *K mc%' PLAN NAME ARCM WMEA:fENGNEOUNG ......... -k C.O.A.# ARCHITECTURE: AA26002802 ..0 Whitestone C.O.A.j ENGINEERING: 29349 NPC CHILD NUMBER 4ATOF 3400 AUBURN RD., #200 - No. - F-Ir AUBURN HILLS, MI 48325 2117.501 (248) 622-4035 THOMAS A. WEBER, PE P.E.# 73242 FLORIDA 40 SHEET 0 OF BRIAN C. FRESONKE, PE " ;ic� P.E.# 76785 FLORIDA -" ;�' -.. le -46N E ]AN P. MCCULLOUGH., PE 8/24/20 . ..... . S4,1 P.E.# 809515 FLORIDA DATE t7ll 70NAL /111111100