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STRUCTURAL SHEATHING, SEE PLAN AND DETAILS [AD ATTA/'LI\I[AR 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 w1(3)1 Od NAILS, 24' O.C. CONTINUOUS STRUCTURAL CENTER MAX. SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING SHEATHING DETAIN NAIL PER TYPICAL SHEATHING DETAIL TYPICAL TRUSS ANCHOR PER PLAN DETAIL AT TRUSS HEEL > �91/4' TYPICTRUSS ANCHOR PER PLAN NOTE: REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. CO. 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 w/ HEEL < 91/4' NOTE REFER TO ARCHRECIRAL DRAWINGS AND10R TRUSS STRUCTURAL SHEATHING SEE PLAN MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE AND DETAILS FOR ATTACHMENT INFORMATION. (La. HEEL HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED WOOD N TRUSSES AT 24' O.C. MAX. -OR- 2x BLOCKING AT SHEATHING EDGES WI 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS w1(3)10d NAILS, 24' O.C. CONTINUOUS STRUCTURAL SHEATHING CENTER SPACING NAB. PER TYPICAL SHEATHING DETAIL CO TINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL. SHEATHING DETAIL FRAMING PER PLAN FRAMING PER PLAN STRUCTURAL SHEATHING, DETALATTRUSS HEEL >91/4' SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' D.C. MAX. TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL SHEATHING NAL PER TYPICAL SHEATHING DETAIL DETAIL AT TYPICAL TRUSS w.1 HEEL < 91/4' TRUSS ATTACHMENT: ALL TRUSS ENDS ARE TO BE SECURED TO THE WALL BELOW USING ONE OF THE BELOW METHODS. ONE FULL OFU MUST BE USED FOR CONTINUOUS LOAD PATH: a INSTALL TYPICAL TRUSS ANCHOR THROUGH EXTM SHEATHING. EXT. SHEATHING G CONTINUOUS AND WLl TRANSFER COMBINED SHEAR & UPLFT. b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL w/ HMA @ EVERY OTHER STUD TO TOP PLATE. EXT. SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLFT. c. INSTALL ANCHOR AS C40 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. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP PLATE. EXT SHEATHING N CONTINUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. DROOF TRUSS ON MASONRY ROOF TRUSS ON FRAMING R01 Saale: R02 saalc 1 /2"=1'-0" RWM-010 1 /2"=1'-0" STRUCTURAL SHEATHING PER PLAN 2x4 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. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS S-6" TO 6'-6" USE ONE 2x4 "L" BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 ° 0 "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. -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 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" I ANCHOR BOLTS AT 4'-0" O.C. MAX, w/2"x2" PL STRUCTURAL SHEATHING CMu SEE PLAN FOR ATTACHMENT WASHERS AND 7" EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w 12d's AT 4' O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED / CONT. 2x4 CONDITION, SEE PLAN AND DETAIL. / \ 20 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. l HELD 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 R09 "GABLE END TRUSS BRACING DETAIL GAR/ F FIND 20 LADDER FRAMING AT 24 O.C. REQ D 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. 2x LEDGER w/2-10d 0 EA, CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING N (4) 1/4" 0 c 2-1/4" MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 COND110NS OF USE: (OR APPROVED EQUAL) <D AT EACH MISSED 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. LOCATION. 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. N IF FIR D CONDITIONS FXCFFO CONDITIONS OF USF. CONTACT FNGINFFR OR ARCHITECT OF RFCORD FOR APPROPRIATF SOLUTION. T MISSED TRUSS STRAP REPAIR W R13 '� (TYPICAL CMU WALL CONNECTION) 0 J *P =10% HOUSE WIDTH 0 RAGE X O GABLE END BOSTON HIP C4 2x4 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1x6 w/(3) 8d @ EA. OUTLOOKER 20 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS _ OR _ PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN EDIMENT BLOCKING @ GABLE -VALLEY SET TRUSSES AT 24" O.C. -ROOF SHEATHING PER PLAN -MIN. 9" LONG 20 GA. FLAT STRAP w/ (8) 1Od -SHEATHING PER PLAN. -OR- 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. RWW-020 (,,,,�VALLEY SET OVER FRAME '(' =10% HOUSE WIDTH X x 1� 02 3 RIDGE 0 GABLE END f GABLE X T =10% HOUSE WIDTH ROOF SHEATHING NAILS ROOF FASTENING ZONES 8d RING SHANK 0.113'x2-3/8' 1 2 3 SHINGLE: 7116'SPAN RATED SHEATHING OFFSET DIMENSION T =10% HOUSE WIDTH x TILE: 15132'SPAN RATED SHEATHING PANEL EDGES @ SUPPORTS (1) 6'D.C. 6'O.C. 40O.C. METAL•15/32'SPANRATEDSHEATHING PANEL (1) 6. O.C. 6'O.C. 6-O.C. NOTES: "DESIGNED WITH ENGINEERING 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. RATIONAL THAT MEETS ASCE7-16 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 T OFFSET FROM ROOF EDGE. 30'WIDE HOUSE = 3'ZONE, 4VWIDE HOUSE = 4' ZONE, 50'WIDE HOUSE = VZONE, 60'WIDE HOUSE = 6'ZONE ROOF SHEATHING ATTACHMENT DIAGRAM lR 11 Same: A 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 IT 32" MAX. SPACING -'--IF LENGTH IS LESS THAN 4'-O" USE 20 "L" BACK, IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 "L" BACKS. NAIL 'L" BACKS w/12d 012"0.C.(NOTCHED @ TOP w/2-12d TOENAILS 'L' BACK -EXTEND 6' PAST LOWER ROOF SHEATHING SHEATHING PER PLANJ R09C EAR�TIAL�GA�BLE�END TRUSS DETAIL PARTIAL GABLE VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN ;EE PLAN MENT :RED 24" O.C. 2x4 BLOCKING AT 2'- O.C. w/ (2) 12d TOE EACH END TO TRUSS ` SHEATHING PER PLAN BOND BEAM PER PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" MAX. GAP FROM TOP OF VALLEY SET TRUSSES 8" CMU WALL. SEE PLAN WALL TO BO1T. OF BLOCKING AT 24" O.C. FOR VERT. REINF. ROOF SHEATHING PER PLAN WALL BRACING AT NON —BEARING EXTERIOR WALL R07 KTs SHEATHING PER SHEATHING PER PLAN. --------- -------- ---- PLAN. -OR- 2x4 PURLIN @ EA VALLEY (1) SDWC15600 TRUSS SCREW TRUSS. NAIL TO COMMON TO EVERY TRUSS BELOW TRUSS 0) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL @ 8" O.C. STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED — TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN 2x4 ULUUKING AI UTAGUNALS UNLY. AI IAUH AI LAUH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING STRUCTURAL SHEATHING PER PLAN AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK 2x4 OUTLOOKER FRAMING AT 24" O.C. OVER FROM GABLE TRUSS. DROPPED GABLE END TRUSS. ATTACH TO WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE BOND BEAM PER PLAN TRUSS TOP CHORD w/ (2)-16d NAILS. SIDE OF BLOCKING. AND SCHEDULE SHEATHING CONT. 2x4 w/ (2) 12d NAILS PER PLAN SIMPSON H10A w/(16)8d NAILS MIN. WALL BRACING AT BEARING WALL STRUCTURAL SHEATHING R08B m PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. TRUSS ANCHOR SEE CONN. CHART 3 1. AT VERTICALS 3'-6" TO 6'-6° USE ONE 2x4 "L" BACK. STRUCTURAL SHEATHING PER SHEDULE BOND BEAM PER PLA 2. AT VERTICALS OVER 6'-6' TO 8'-4" USE (2) 2x4 "L" w/EDGE NAILING PER DETAIL BLOCKING BETWEEN BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). TRUSSES, TOENAIL@EA END FASCIA 2x SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 "L" (2)10dNAILS CONT. 2xFASCIA WI(2)16d SEE ARCH. BLOCKING BACK AND AN ADDITIONAL DIAGONAL BRACE IS @EA.OUTRIGGER NALSATEACH OUTLOOKER 4DRAWINGS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID 2x40UTRIGGERS HEIGHT AND TO THE BLOCKING BELOW THE ROOF 8" CKE MU 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 BEAMMIIN)CO@TOP&BNCRETE BEAM w/(2)#5 @TOP &BOTTOM TT REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON CMU H2.5A OR ONE USP RT5 CONNECTOR. . FILL CELLS ACCORDING TO DETAIL CALLOUT ON STRUCTURAL DRAWINGS SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's 2x4 PT. LEDGER ATTACHED TO WALL AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. ( w11/45Q-314'TAPCONS@240o.c. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE / ONE BRACE NEAR THE O.C.@ APPROX. 45-DEGANGLE PEAK AND THE REMAINDER AT 48" GABLE END DETAIL @ CONCRETE RAKE BEAM R33 SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP 1 /2"=1'-0" RWM-330 NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN DUTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE R09B 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 2x4 FIELD 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 & RAFTER w/ 10d x 1 1/2" NAILS. CONNECT TOP AND BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS - FASCIA CUT FRAME:V PER SPECS w/ (2) w/ 1/4" x 3" WOOD SCREW @ 16" O.C. SUSPENDED RAFTER I - TV scale: 1 /2" =1'-0" C.O.A.# ARCHITECTURE: A A26002802 C.O.A.# ENGINEERING: 29349 C3 THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 07/08/2021 DATE 11 I I I I I I I/ I No. 86025 STATE OF �r�Sis�QIVA1. I11lIt a c c FL L2 a c c O ? � -+ o0 cn 0 o 00 Q� � Cr o � Cr .I.� N "o a� U�' r-+ ` dV cf) as •� c w 0 bb S=L4 co N � e., p �o N ' z ! v o 4 <M => m c� � w L� oc � N �p 4� 0 s H cu as E...� w � � Q o � w O O o00 w M PRODUCT MANAGER IRELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Family SPECIFICATION LEVEL Pulte PLAN NAME Whitestone NPC CHILD NUMBER 2117.501 SHEET S4.1