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siRUCTURAL SHEATHING, SEE PLAN AND DETALS Mn "T"""""M r �l 1 I: I� r- �• r I:M r i ir'i r 1• 1 �• r � ••J 1'' Y i : C � 1. 1 �. r' 7 :1 III r r • r r � �l MR STRUCTURAL SHEATHING SEE PUN REFER M ARCIIiECTI1RAL DRAWINGS ANDA7R TAV,SS AND DETAILS FOR ATTACHMENT WiI�ACTIIH81 DAAWN(S FOA SPC•CFiC TRUSS PAOFI.E NFORMATiON ae HEEL HEI>t{fS SLOPE OVTRINANGSj PRE8008 WOOD N TAISSESAT2fO.C.MAX. OR, 2x BLOCKING AT SHEATHING EDGES 0 2K RIBBON BQAAD ATTACHED TO A Id NAILS INTO TfL1SS TtIISS wl (3) tOd NAILS, 24' O C. CONTINUIOUS STWCi UPAL SHEATHNG CWS MAX. SPACING NAIL PER TYPICAL SHEATHING DETAIL STRtN,"tURALSHEATHNG NAL PER TYPICAL SHEATHING DETAL FRAMING PER PLAN HWANG PER PUN Si�JCRM SHEATHING, DETAILAT TRUSS HEEL > 91/4' SEE PLAN APO DETALS FOR ATTACHMENT PWOODTRUSSESAT WO.C. MAX TRUSS ANCHOR PER RAN FRAMING PER PLAN FASCIA (SEE ARCH VA% CONTINUOUS STRUCTURAL SHEATHING NAL PER TYPICAL SHEATHING DETAL DETAILAT TYPICAL TRO wl H EEL < 91 W TRUSS ATTACHMENT: ALLTRUSS ENDSARE MBE SEfXMMTIEWALLBELOW USNG D EOFTIEUM METHODS. ONE RI LOPTION MUST M USED FOR CMINUOUS LOAD PATIt L NFALL TYPIA TRUES ANWOR THIIOUGf1 DQBNOR SHEATHING. EXT. SHEATHING IS CM MIOUS AND WI IWGIB COMM SITAR & Mug. b. INSTALLlYP1'M CONNEM FROM TROMTOP PLATE ON MIDE OF THE WALLY# H2JA@ EM ORIER SUM TOP PLATE W. SHEATHING 8 CONTINUOUS AND WLLTRANSFER COiIBKD ffM & LRE. G FWALLARCINORAS CALLED FOR ON THE PLANS. 7 MST STRAPS ARE M BE NS ALIFD ON THE NSDE OFTHE WAIL ANY STRAPS FROM TIE STUDS M THE UIMYNG SMUCTA WLL BE CALLED FOR ON THE PIANS. d. NFALLTYPI'A TRIES SCREWS FROM TRUSS M TOP PLATE. EXT SIBMW S (XINTMIOIISAND WILLTRANSR31 COMBINED SHEAR & UPLIFT aRolROOF TRUSS ON MASONRY ROOF TRUSS ON FRAMING R02/2"=1'-0" RWM-010 1/2"=1'-0" 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. 2x4 w/ (2) 12d NAILS 1. AT VERTICALS 3'-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 'L' BACK AND N 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 STRONGBAC K IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED 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 Sd 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 3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48' O.C. 0 APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP LATH '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/ 1/27 0 x 10" CMU ANCHOR BOLTS AT 4'-O' O.C. MAX. w/2'x2' PL STRUCTURAL SHEATHING WASHERS AND 7' EMBEDMENT. SEE PLAN FOR ATTACHMENT NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL 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. 2x4 20 NAILED FLAT TO TOP OF BRACE ('T' 2x6 NAILED CONTINUOUS ! \ BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP STRUCTURAL NAILS 0 8' O.C. MITT 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 rRO, GABLE END TRUSS BRACING �UtIL 2x4 LADDER FRAMING AT 24. O.C. FWD AT BLE (8) 10d NAILS EACH ' (4) 1/4' 0 c 2-1/4' Mi OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2Y16d 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 BETMEEN EA TRUSS MEMBER OR TRUSS VIEB. SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 COND11(NNS OF USE: (OR APPROVED EQUAL) AT EACH 1. QUNiiTY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. LOCATION �ISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. 3. NOT ACCEPTABLE ON MULTi-PLY TRUSS APPLICATIONS. IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF 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 RWW-020 20 OUTLOOKER PER DRAWINGS 2x6 FASCIA lx6 wA3) 8d 0 EA. OUTLOOKER 20 OUTLOOKER PER DRAWINGS 20 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 20 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) 10d EACH END. R06 VALLEY SET OVER FRAME T =10% HOUSE WIDTH T =10% HOUSE WIDTH X — + 0 RIDGE X RL)CE O GABLE END Q GABLE END BOSTON HIP GABLE .4 3 T =10% HOUSE WIDTH ROOF SHEATHING NAtS ROOF FASTENING ZONES 8d FWG SHAN C.113'x23/&" 1 2 3 ANGLE 7h6'SPAN RATED SHEATHING OFFSET DIMENSION T =10% HOUSE WIDTH T T TILE 15MT32' SPAN RATED SHEATHING PM EL EDGES @ SUPPORTS (1) roc. roc. 4' O.C. METAL'15132'SPAN RATED SHEATHING PML3 HELD (i) roc. 8'O C. roc. NOTES: 1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR * iEAS-TYP A 2. EDGE SPACING ALSO APPLES OVER GABLE END WALLS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WDTH, DIMENSION T OFFSET H OIMI WEDGE. 30'WDE HOUSE = TZONE, 4IFWLE HOUSE = 4'ZONE, WWDE HOUSE = VZONE, WWDE HOUSE = VZONE o♦ ROO�FSA�T HEING ATTACHMENT DIAGRAM 1 /2"-1'-0" _y SCOW SHEATHING PER 24 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'-O' BACK FROM GABLE TRUSS. 2x4 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) 20 'L' BACKS. NAIL 'L' BACKS w/12d 0121C.(NOTCHED 0 TOP w/2-12d TOENAILS 'L' BACK -EXTEND 6' PAST LONER ROOF SHEATHNG R09nVARTIAL GABLE END TRUSS DETAIL PARTIAL GABLE SHEATHING PER PLAN. GABLE TRUSS PER PLAN 24 BLOCKING AT 2'-0" - O.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. ROOF SHEATHING ROOF SHEATHING PER PLAN PER PLAN WALL BRACING AT NON -BEARING EXTERIOR WALL R07 ILPS 'SHEATHING PER SHEATHING PER �� PLAN. PLAN. -OR- --------------------- 1 SDWC15600 TRUSS SCREW 2z4 PURIJN 0 EA VALLEY STRUCTURAL () TRUSS. NAIL TO COMMON SHEATHING PER PLAN TO EVERY TRUSS SLOW TRUSS w/(3) 16d GUN NAILS PRE ENGINEERED BOTTOM CORD OF VALLEY TRUSSES AT 24' O.C. TRUSS NAILTO ANCHOR NAIL 0 8' O.C. PER PLAN w/ OdGUN 20 BLOCKING AT DIAGONALS ONLY. ATTA(;H AT EACH END w/ (2) 12d TOENAILS. NAIL. SHEATHING TO BLOCKING STRUCTURAL SHEATHING PER PLAN AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK 20 OUTLOOKER FRAMING AT 24' O.C. OVER FROM GABLE TRUSS. DROPPED GABLE END TRUSS. ATTACH TO WHEN SECOND BRACE IS REQUIRED, NAIL. TO OPPOSITE TRUSS TOP CHORD w/ (2)-16d NAILS. SIDE OF BLOCKING. CONT. 2x4 w/ (2) 12d NAILS SIMPSON H10A w/(16)8d NAILS MIN. STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-O' 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. BOND BEAM PER PLA 2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 2x4 "L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). FASCIA 2x SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 SEE ARCH. BLOCKING "L" BACK AND N ADDITIONAL DIAGONAL BRACE IS DRAWINGS 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 REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED t%k Al I �IIrJaV l TO EACH "L" BACK WITH (2) 12d's AND QNE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL 'L" BACKS AND STRONGBAVS 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 M 8' O.C. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN R09B DUTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE UL BOSTON HIP 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 �• — FASCIA CUT FRAME. PER SPECS w/ (2) w/ 1/4' x 3' WOOD SCREW 0 16' O.C. SUSPENDED RAFTER e x-ry mow« BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN ROSB WAL�LB RACING AT BEARING W�AL C.O.A.# ARCHITECTURE: AA26002802 *PulteGroup PRODUCT MANAGER RELEASE DATE: XX/XX/XXXX C.O.A.# ENGINEERING: PROJECT TYPE 211349 Single Famfl O THOMAS A. WEBER, PE P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE SPECIFICATION LEVEL P.E. # 86025 FLORIDA 1 /27/21 l l�lte DATE ,`%%%IIIIIj11 PLAN NAME Whitestone .. NPC CHILD NUMBER ' 2117.501 STATE 0 ((/ SHEET S4,1 At. �l►►ilillli��`