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6U L J ~ z Si1iUCTURAL SHEATHING, SEE PLAN AND DETAILS E"° .rr1/W\1[.R 714 16 171, V / 1 l • 1 1 i1. ..� : ,. 1.14 • ti\ }, 1 jr �k3!Yl :r NOTE: FEBTO AL DRAWINGS ANDA7R11RlSS STRUCTURAL SHEATHING SEE PLAN MMfUFACTUTIBi DRAWL POR SPER�IC 1'IIUSS PROFIE AND DETAILS FOR ATTACHMENT NfD�111110N ae HEB HEKifiS SLOPE O4ET&fIING5) PRE-ENGINEERED WOOD N TRUSSESAT2CO.C.MAX. OR, 2x BLOCIWG AT SHEATHING EDGES w/ 2x RIBBON BOARD ATTAJO.C. (3) 8d NAILS INTO TRUSS TRUSS w/ 0)10d NALSCONTINUOUS STRUCTURAL SHEATHING CENTER MAX. NALPERTYPICALSHEATHINGDETAILPERTYPICAL.SHEATHINFRAMING PER PLAN FRAMING P DETALATTRUSS HEEL.> 91/4' SEE PLAN AMID DETAILS FOR ATTACHMENT PRE•ENGIN� WOOD TRUSSES AT 24.O.C. MAX TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL SHEATHNG NAIL PER TYPICAL. SHEATH DETAIL. DETALATTYPICALTRUSS0 HEEL < 91/0 TRUSS ATTACHMENT: AIL TW ENDS ARE TO BE SECURED TO THE WAIL BELOW USING ONE OF THE BELOW METHODS. ONE RILLOPTION If UST iiE LISED TOR CONTi I)OUS LOAD PATH: L NSTALLTYPICATIiUSSANCHORTHRDUGHEXT6YDRSHEAATHING. Eff SOTHN ISOW idUOUSAIOWUTRMISFHiCOMBMS'MBAR& uw. b NSTAILTYPIGLTiISS CONECT08 FROM TABS TO TOP PLATE ON MR OF THE WALL w/ H25A @ EVENT' OTHER S LID M TOP PLATE EXT. SHEATHING IS CONTIAI AND WUTRAIWER COMBINED SNEAK & LIM. c. NSTALLANCIIORAs GLL®RNi oN T}E PLANS TWST STRAPS ARE TO BE NSTIi O ON THE NSDE OF TFE WALL AMl51AAPS FROM TIE SiTIDSTO THE UNDERLYNG STRUCTURE WLL BE CAUL FOR ON THE PLANS. d. ISTALLTYPIGIL TRUSS SCRBNS FROM TM TO TOP PUTS EXT SIfFATHNG N CONTIAIOIS AND WUTRANM COY O SNEAK & M FT. R01 ROOF TRUSS ON MASONRY n ROOF TRUSS ON FRAMING scow ROG % RWM-010 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'-e USE (2) 2x4 "I! 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 RANG. 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 51 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. 1D APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 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'-0' O.C. MAX. w/2'x2' PL SEE PLAN FOR ATTACHMENT �+ �+ 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' x6 NAILED CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN 22 TOP STRUCTURAL NAILS 0 e 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 G • 0 \ 2x4 BLOCKIN AT 48 C. - 3 TRUSS BAYS FRAMING 2x6 NAILED f3 BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R, GABLE END TRUSS BRACING DETAIL — GABLE END 2x4 LOU FRAMING AT 24 O.C. READ AT (8) 10d NAILS EACH `. OVERHANGS 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 O.C. MAX CMU WALL STRUCTURAL SHEATHING PER PLAN 2x BLOCKING BETWEEN EA TRUSS MEMBER OR TRUSS WEB. (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 G RECORD FOR APPROPRIATE SOLUTION. R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) 2x LEDGER w/2-10d 0 EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING x=10%HOUSE WIDTH RIDGE I X 10 GABLE END BOSTON HIP 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 wA3) 8d i EA. OUTLOOKER 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 2x4 BETWEEN EA. OUTLOOKER wA2) 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) 1Od EACH END. RWW-020 (Qn VALLEY SET OVER FRAME x=10%HOLE WIDTH X � X* O O © x x - RDGE 10 GABLE END ::q GABLE 14 x =1096 HOUSE WIDTH ROOF SHEATHING NAIS ROOF FASTENING ZONES rx O.1l3' x23/8' 1 2 3 SHNfa'I E 7ArSPAN RATED SHEATHING OFFSET DIMENSION x =10% HOUSE WIDTH x x TILE 15ia2' SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) fT'O.C. 8' O.C. 4' 0 C. METAL•15J32'SPANRATEDSHEATH PAJaFEID (1) 8'OC. roc. roc. NOTES.- 1. LONG SIDE OF SHEATH TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL 2. EDGE SPACING ALSO APPLES OVER GABLE END WALLS OR TRUSSES 3. FASTENNG ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION 7P OFFSET FROM ROOF EDGE. 3 YWDE HOUSE = 3'ZONE, 40WIDE HOUSE = 4'ZONE, 50'WDE HOUSE = 5'ZONE, VWDE HOUSE = SZONE o♦ ♦ ROOF SHEATHING ATTACHMENT DIAGRAM xxx x sow« 1 /2"=1'-0" SHEATHING PER 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. 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND 0 32' MAX. SPACING IF LENGTH IS LESS THAN 4'-0' USE 20 'L' BACK, IF LENGTH IS GREATER THEN 4'—O' USE (2) 2x4 'L' BACKS NAIL 'L' BACKS w/12d 012'O.C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L' BACK —EXTEND 6' PAST LOWER ROOF SHEATHNG R09CWRTIAL GABLE END TRUSS DETAIL PARTIAL GABLf SHEATHING PER PLAN. GABLE TRUSS PER PLAN 20 BLOCKING AT 2'- O.C. w/ (2) 12d TOE EACH END TO TRUSS IL SEE PLAN :HMENT EERED �T 24' O.C. SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE METAt6 AT BLOCKING w/1/4' MAX. GAP FROM TOP OF PER PLAN 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. ROR PPSHEATHING ROOF H THING R07 ,WALL BRACING AT NON -BEARING EXTERIOR WALL SHEATHING PER SHEATHING PER PLAN. PLAN. -OR- ---------- ----------- 1 SDWC15600 TRUSS SCREW 2x4 PURUN 0 EA VALLEY STRUCTURAL () TRUSS. NAIL TO COMMON SHEATHING PER PLAN TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS PRE ENGINEERED BOTTOM CORD OF VALLEY TRUSSES AT 24" O.C. TRUSS NAILED TO PURLIN TRUSS ANCHOR w/ 10d GUN NAIL 0 8' O.C. 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. 2x4 w/ (2) 12d NAILS —t SIMPSON H10A wA16)8d NAILS MIN.— STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLA�\ FASCIA SEE ARCH. DRAWINGS CMU 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM Bd 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 2x4 '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). SHTG. 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 20 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 REWIRED 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. 0 APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP NAILED w/ (2) ROWS 10d GUN NAILS 0 8" O.C. TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN CH HIP GABLE TRUSS BRACING DETAIL WDROPPED GABLE ROOF TRUSS PER MANUFACTURER 2x6 LEDGER TO FRAME w/(2) 1/4' x 3' WOOD SCREW 016' 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 2x4 FIELD FRAMED RAFTER 016' 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/ 10d x 1 1/2' NAILS. CONNECT TOP AND BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS ��• � - FASCA CUT FRAME PER SPECS w/ (2) w/ 1/4' x 3' WOOD SCREW 0 16' O.C. SUSPENDED RAFTER sod« 1 /2"=1'-0" BOSTON HIP BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN R08B WALL BRACING AT BEARING WALL C.O.A.# ARCHITECTURE: AA26002802 C.O.A.# ENGINEERING: 29349 O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 4/20/21 DATE,,�tlillt •� ST IF AL. 0C `:' //ftif1111I�� N N CD 0 U oc Q) � 1 o~O M pop IT AL 4-4 0� a) V1% 0 co • >� ;miil '" ' w tt �Ell N � *PultoGroup- RODUCT MANAGER IRELEASE I f)ATF- Xx /Xx /xxXx PROJECT TYPE n• 1 T SPECIFICATION LEVEL Pulte PLAN NAME VVWtestone NPC CHILD NUMBER 2117.501 SHEET S4.1