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CONTINUOUS STRUCTURAL SHEATHING 17. TRUSS ANCHOR PER PLAN STRUCTURAL SHEATHING DETAIL AT RAISED HEEL SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 2'-0* O.C. MAX. 777 0 7CMAX. TRUSS ANCHOR PER PLM--------,- FASCIA SEE ARCH. DRAWINGS BOND BEAM PER PLAN F== 15 F= C ,,e-2x BLOCKING AT �; --4- SHEATHING EDGES NOTE: STRUCTURAL SHEATHING CONTINUOUS REFER TO ARCHITECTURAL AT TRUSS HEEL, w/ SHEATHING EDGE DRAWINGS AND/ OR TRUSS NAILING REQUIRED. MANUFACTURER DRAWINGS FOR FRAMING PER PLAN SPECIFIC TRUSS PROFILE WHEN 9-1/4' < "D' < 15-1/4'. INFORMATION. (i.e. HEEL SOLID 2x BLOCKING BETWEEN HEIGHTS, SLOPE, OVERHANGS). TRUSSES ATTACHED TO TOP PLATES w/ 8d NAILS 0 6' D.C. ALONG LENGTH OF BRACED WALL PANELS r r DAI WOF TRUSS ON MASONRY I IV I 1U.S. STRUCTURAL SHEATHING PER KAN 20 LADDER FRAMING AT 2e O.C. REQ'D AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24" D.C. CONT. 20 w/ (2) 12d NAILS 1. AT VERTICALS S-15" TO 6'-6' USE ONE 20 T BACK.—\ 2. AT VERTICALS OVER 6'-6* TO 8'-4! USE (2) 20 T BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4* TO IS-O' USE ONE 20 TZ 17 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 17 BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. PER PLAN 2x4 OUTLOOKER PER DRAWINGS ;;-2x BLOCKING BETWEEN TRUSSES W/ 2x6 FASCIA (3) 8d INTO SUPPORT 0 EA END TO ADJACENT TRUSS OR TO TOP PLAIS _--SHEATHING PER PLAN lx6 wA3) 8d 0 EA. OUTLOOKER *"�TRU OCATION OF BRACING AT SS SCREW THRU VAULTED TRUSS. TOP PLATES TO TRUSS DETAIL AT RAISED HEEL A TRUSS SCREW NOTE- PER PLAN CONTINUOUS BRACING TRUSS MANU-. 'rwT REFER TO ARCHITECTURAL DRAWINGS SHEATHING PER PLAN AND/ OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). FRAMING PER PLAN QTRUSS SCREW THRU TOP PLATES TO TRUSS Q)TRUISS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL ROOF TRUSS ON FRAME R02 au 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END wl (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 OIAGONAL 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 � LAP NTH 'r LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 e D.C. (2) SIMPSON A23 w/ (8) 10d x 11-1/2' (ONE ON EACH SIDE OF BRACE TO TOP PLATE). SHEATHING PER PLAN SIDE NAIL ALL mL7 BACKS AND STRONGBACKS w/ 12d's AT 6' O.C. NOTCH V BACKS AT TOP AND BOTTOM. PROVID ANCHOR BOLTS AT �-O* D.C. MAX. w/2'x2' PL E CONT. 2x8 P.T. PLATE wl 1/2' 0 x 10" STRUCTURAL SHEATHING cmu WASHERS AND 7' EMBEDMENT. SEE PLAN FOR ATTACHMENT 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" D.C. CONDITION, SEE PLAN AND DETAIL CONT. 2x4 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILM CONTINUOUS BRACE) NAILED TO DIAG. w/ 1 Od GUN 0 TOP STRUCTURAL NAILS 0 Ir 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' D.C. 3 T� TRUSS BAYS FRAMING 2x6 NAILED 0 BOTTOM WOOD PER KAN GABLE EM DIAGONAL BRACE TYPICAL ME GABLE END TRUSS BRACING DETAIL rR09 XTS GABLE END (8) 10d NAILS EACH ENGINEERED WOOD ROOF TRUSS AT 24' D.C. MAX CMU WALL (4) 1/4' 0 c 2-1/4' MASONRY SXWS AT EACH STRAP. (1) SIMPSON HTSM16 (OR APPROVED EQUAL) CONDTIONS OF USE: AT EACH MISSED QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. LOCATION. 1. CD 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UIPLIFT. 3. NOT ACCEPTABLE ON MULTI -PLY TW APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. MISSED TRUSS STRAP REPAIR R13 = "M CMU Wa CME00N) ox, 10% HOUSE WIDTH GABLE END BOSTON HIP 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS OR - PER PLAN 2x4 BETWEEN EA. OUTLOOKER wA2) 10d TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 2x4 BLOCKING AT 2'-Ow O.C. w/ (2) 12d TOE NAILS EDIMENT BLOCKING GABLE EACH END TO TRUSS —SHEATHING PER PLAN -VALLEY SET TRUSSES AT 24' D.C. -ROOF SHEATHING VALLEY SET TRUSSES VALLEY SET TRUSSES BOND BEAM PER PLAN AND SCHEDULE — META16 AT BLOCKI NG w/l/4* �'-�AT 24' D.C. ROOF SHEATHING 24' O.C. ROOF SHEATHING 8' CMU WALL SEE PLAN MAX. GAP FROM TOP OF WALL TO BOTr. OF BLOCKING -MIN. 9' LONG 20 GA. PER PLAN PER PLAN FOR VERT. REINF. FLAT STRAP w/ (8) 10d WALL BRACING AT NON -BEARING EXTERIOR WALL -SHEATHING PER OR- EATHING PER OR- SHEATHING PER 1-1��PLAN. R007 PLAN. P1 AN m T 2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END. DnQ),VALLEY SET OVER FRAME I lvV Im *X* 10% HOUSE WIDTH RIDGE GABLE END >< GABLE 'X' 10% OF HOUSE WIDTH 3 — 7 2 >< 0 < 0 HP 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 *x" "X" TILE 15/32' SPAN RATED PLYWOOD OR OSB PANEL EDGES @SUPPORTS (1) 6' D.C. 6" O.C. 4' O.C. ELD (1) 6' D.C. 6' O.C. 6' O.C. METAL 1513r SPAN RATED PLYWOOD w/24 GA. 19/32* SPAN RATED PLYWOOD w/26 GA. 17 NOTES. -TYPICAL 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS 2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 107. OF TOTAL HOUSE WIDTH, DIMENSION 'Y' OFFSET FROM ROOF EDGE. 30' WDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE -- 'ROOF SHEATHING ATTACHMENT DIAGRAM Rll ALM 24 LNM FRAMING AT 24' O.C. RE0 AT OVERHMGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 2e O.C. CONT. 2x6 w/ (2) 12d NAILS --\ STRUCTURAL SHEATHING PER PLAN 2K BLOCKING BETWO Ek TRUSS MEMBER OR TRUSS VAR 2x LBO w/2-1 Od 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING 2A 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 8'-Cr BACK FROM GABLE TRUSS. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32' MAX SPACING -*--IF 00 IS LESS THAN �-O' USE 2x4 -I! BACK, IF LENGTH IS WATER THEN �-O` USE (2) 20 '1! BACKS. NAIL 'I! BACKS w/12d 0 12-O.C.(NOTDiED 0 TOP w/2-12d TOENAILS 'I! BACK-DMD 6' PAST LOO ROOF SIGTHING SHEATHING PER PLAN-J PARTIAL GABLE END TRUSS DETAIL RvcV jw PARTIAL GABLE STRUCTURAL SHEATHING PER PLAN 2x4 LADDER FRAMING AT 24� D.C. REQ'D AT OVERHANGS GREATER THAN 12". ATTACH TO TRUSS TOP CHORD wl (2)-16d NAILS AT 24! D.C. CONT. 2A w/ (2) 12d NAILS STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT �-O' O.C. MAX. TRUSS ANCHOR M A X. 7—\ SEE CONN. CHART BOND BEAM PER P N� FASCIA SEE ARCH. DRAWINGS 2x4 PURUN 0 EA VALLEY TRUSS. NAIL TO COMMON TRUSS wA3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL 0 8' D.C. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 68 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. 3 1. AT VERTICALS 3'-6- TO 6'-6- USE ONE 20 V BACK. 2. AT VERTICALS OVER 6'-6- TO 8'-4- USE (2) 2x4 17 BACKS (I EA. SIDE) (OR FRAME PER CASE 3 BELOW). �2x TG. 3. AT VERTICALS OVER e-4' TO 13'-0' USE ONE 2x4 V BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING PER CMU WALL OR LINTEL, SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO PLAN SEE PLAN FOR THE SECOND DIAGONAL, A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED H2.5A OR ONE USP RT5 CONNECTOR. MASONRY TO EACH V BACK NTH (2) 12d's AND ONE SIMPSON SIDE NAIL ALL "I! BACKS AND STRONGBACKS w/ 12d's AT 6' D.C. NOTCH 17 BACKS AT TOP AND BOTTOM. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE V BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND THE REMAINDER AT 48* D.C. DIAGONALS OVER 8'-0' MUST HAVE AN ADDITIONAL *To BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6' D.C.. "T* BRACE LENGTH TO BE THE DIAGONACS LENGTH MINUS 12� FROM EACH END. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN WOOD UTCH HIP GABLE TRUSS BRACING DETAIL R09B STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24' O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN �B�ING W A �LL �BR A 01 N �GAUE A R� W A L4 R08B PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24! O.C. lx4 FURRING AT SHEATHING PER ARCH MAX. 16' D.C. w/ INSTALLED PER MANUF. (3)10d AT EA TRUSS EffERIOR CEILING FURRING ('Sol SCALL N.T.S. C.OJL# ARCHITECTURE: AA26002802 C.OA.# ENGINEERING: 29U9 rl THOMAS A. WEBER, PE P.E. # 73242 FLORIDA N BENJAMIN NI ESE, PE P.E.#86025 FLORIDA 9/3/20 DATE -% .86 wz: N -Z STATE �zl % Ill/Iit it CD C14 CD C14 1-= sD- 95 C-> 0 co Q) 0 CD 00 N (ON U Q) as -cl "Id 0 . liPulteGroup- v If I ozz ME 1010 cel) 60 %%0 -1c 1� R4) 0 U.) P-4 cis -1c M C)f--4 0 PRODUCT MANAGER-----] RELEASE DATE: xx Ax Am IPROJECT TYPE Sinoe Famfly SPECIFICATION LEVEL Ptflte 1PLAN NAME Highgate NPC WED NU 2811.5m SHEET S41