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" 3 0 r7 cn 0 a`� 0 U 0 N 0 N 0 L Q7 Cu U 0 W J d CONTINUOUS STRUCTURAL SHEATHING -f 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. TRUSS ANCHOR PER PLAN FASCIA SEE ARCH. DRAWINGS BOND BEAM PER PLAN 0 X Z 2x4 OUTLOOKER PER DRAWINGS 2x BLOCKING BETWEEN TRUSSES w/ /; 2x6 FASCIA (3) 8d INTO SUPPORT @ EA END TO ADJACENT TRUSS OR TO TOP PLATES 2z BLOCKING AT SHEATHING EDGES SHEATHING PER PLAN 1 x6 w/(3) 8d @ NOTE: STRUCTURAL SHEATHING CONTINUOUS EA. OUTLOOKER AT TRUSS HEEL, w SHEATHING EDGE LOCATION OF BRACING AT REFER TO ARCHITECTURAL NAILING REQUIRED./ TRUSS SCREW THRU VAULTED TRUSS. DRAWINGS AND/ OR TRUSS TOP PLATES TO TRUSS MANUFACTURER DRAWINGS FOR FRAMING PER PLAN DETAIL AT RAISED HEEL SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL WHEN 9-1/4" < "D" < 15-1/4": HEIGHTS, SLOPE, OVERHANGS). SOLID 2x BLOCKING BETWEEN Z TRUSSES ATTACHED TO TOP PLATES w/ 8d NAILS @ 6" O.C. - >� z ALONG LENGTH OF BRACED N WALL PANELS a TRUSS SCREW O O PER PLAN NOTE: CONTINUOUS BRACING TRUSS MANUF. REFER TO ARCHITECTURAL DRAWNGS AND/ OR TRUSS MANUFACTURER SHEATHING PER PLAN DRAWINGS FOR SPECIFIC TRUSS PROFILE STUD PER PLAN INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS). FRAMING PER PLAN SHEATHING PER PLAN 1�. TRUSS SCREW THRU TOP PLATES TO TRUSS 0 TRUSS ANCHOR ATTACHED TO TOP PLATES ON EXT. SIDE OF WALL R01ROOF TRUSS ON MASONRY ROOF TRUSS ON FRAME R02 au STRUCTURAL SHEATHING PER PLAN 2A 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 20 "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). 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 "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 "X" = 10% AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK HOUSE WIDTH FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE x SIDE OF BLOCKING. 0 0 x 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. @ APPROX. 45-DEG ANGLE. O 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. 2z8 R.T. PLATE w/ 1/2" 0 x 10" STRUCTURAL SHEATHING CMU 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 TRUSS w/ 12d's AT 4" O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE PLAN AND DETAIL. / CONT. 2x4 2x4 NAILED FLAT TO TOP OF BRACE ("T" CONTINUOUS , \ BRACE) NAILED TO DIAL. w/ 10d GUN 2x6 NAILED @TOP STRUCTURAL NAILS @ 8" O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAL. / BRACE SPLICE SHOWN FIELD NAILING PER PLAN \ 2z4 BLOCKING AT 48" O.C. - 3 TR FRAMING BAYS 2x6 NAILED @ BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 GABLE END TRUSS BRACING DETAIL GABLE END CTD"CTURAL THING SEE PLAN ATTACHMENT 7NGINEERED SES AT 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 8" CMU WALL. SEE PLAN WALL TO BOTT, OF BLOCKING FOR VERT. REINF. ROl WALL BRACING AT NON -BEARING EXTERIOR WALL x,s RIDGE--/ 0 GABLE END BOSTON HIP 2x4 OUTLOOKER PER DRAWINGS 2x4 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR PER PLAN 2x4 BETWEEN EA. OUTLOOKER w/(2) 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 _OR_ D PLAN. 2x4 BLOCKING UNDER TRUSS ENDS. NAIL TO TRUSS CHORDS w/ (3) 10d EACH END. onn1VALLEY SET OVER FRAME "X" = 10% "X" = 10% OF HOUSE WIDTH HOUSE WIDTH T / 0 T3 RIDGE-' 0 GABLE END GABLE Mir 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 "X" = 10% HOUSE WIDTH "X" "X" 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 w/24 GA. 19/32' SPAN RATED PLYWOOD w/26 GA. NOTES: 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, DIMENSION "X" 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 2z4 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. 2x6 w/ (2) 12d NAILS STRUCTURAL SHEATHING PER PLAN A BLOCKING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDGER w/2-10d @ EA. CROSSING TRUSS MEMBER FOR ROOF SHEATHING NAILING (8) 10d NAILS EACH 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. r2A DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA. E4ND @ 32" MAX. SPACING ° IF LENGTH IS LESS THAN 4'-0" USE 2x4 "L' BACK, ° IF LENGTH IS GREATER THEN 4'-0' USE (2) 2x4 'L' BACKS. NAIL "L" BACKS w/12d @ 12"O.C.(NOTCHED @ TOP w/2-12d TOENAILS "L" BACK -EXTEND 6" PAST LOWER ROOF SHEATHING (4) 1/4" 0 c 2-1/4" MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 COND110NS OF USE: (OR APPROVED EQUAL) 1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE () 5 CONSECUTIVE LOCATIONS. AT EACH MISSED SHEATHING PER PLANJ LOCATION. 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. EMRTIAL GABLE END TRUSS DETAIL 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. R09C PARTIAL GABLE IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. nR1MISSED TRUSS STRAP REPAIR ku (TYPICAL CMU WALL CONNECTION) SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER _OR_ PLAN. (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW PRE-ENGINEERED ROOF TRUSSES @ MAX. 24" O.C. SHEATHING PER ARCH -� 10 FURRING AT INSTALLED PER MANUF. MAX. 16" O.C. w/ (3)1Qd AT EA TRUSS soi EXTERIOR CEILING FURRING ��j SCALE: N.T.S. VALLEY SET TRUSSES AT 24" Q.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. 20 PURLIN @ EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURLIN w/ 10d GUN NAIL @ 8" O.C. 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH 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 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 TRUSS TOP CHORD w/ (2)-16d NAILS. SIDE OF BLOCKING. CONT. 20 w/ (2) 12d NAILS SIMPSON H10A w/(16)8d NAILS MIN. STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. TRUSS ANCHOR 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. SEE CONN. CHART BOND BEAM PER PLAN 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 X "L' BACK AND AN 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 nLu1 x TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL ALL I" BACKS AND STRONGBACKS w/ 12d's AT 6" O.C. NOTCH I" 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. @ APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C. TRUSS ANCHOR SEE CONN. CHART FRAMING PER PLAN UTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE R70 !9 B ILU BOSTON HIP 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS: NAIL SHEATHING TO BLOCKING STRUCTURAL SHEATHING PER PLAN AT 6' D.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK ENGINEERED WOOD 20 LADDER FRAMING AT 24' O.C. REQD AT FROM GW TRUSS. ROOF TRUSS AT 24" OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS / WHEN SECOND BRACE IS REQURED, NAIL TO OPPOSITE O.C. MAX. TOP CHORD w/ (2) 16d NAILS AT 24' O.C. -� / SIDE OF BLOCKING. FASTENERS ALLOWABLE LOADS CONNECTOR QTY TYPE GRAVITY !bs 1.0 UPLIFT (Ibs) @ 1.6 LATERAL Ibs @ 1.6 META16 8 0.148"xl-1/2" -- 1450 F1:340 F2 : 77 HETA16 9 0,148"x1-1/2" 1810 F1:340 F2: 770 (2) META16 E 1.- - ), 10 0.148`x1-1/2,;" - 1875 F1:680 2 : 770 (2) META16 r S- I 14 0.162' x3-1/2"' -- 1795 F1: 1295 F2 :.1080 .21 (2) HETA16 1- 1 10 0.148'x1-1/2 - 1920 F1: 690 F2: 770 (2) HETAIIa 2 3-oly 12 0.162"x3-1/2" - 2365 Fl . 135{7 F2 : 1430 HST1.15 8 0.148"xl-1/2" -- 1110 F1: 120 4 1 4"xl-3,14" Then 2 F2.90 TS12 14 0.14811x1- 2" 990 S16 14 0.148"xl-1/2" -- 990 - HTS16 16 0.148"x1-12" 1310 -- HTS20 24 0.148"x1- 2" - 1310 - LSTA12 10 0.148"x2-1/2" -- 925 LSTA18 14 0.148"x2-12" 1235 - LSTA30 22 0.148"x2-1 2" - 1640 -- MSTA30 22 0.148"x2-1/2" -- 205,0 STC52 62 0.148"x3-14" -- 4735 -- MST M40 1.0 1/4"x2-1/4" Titen 2 -- 2800 - 14 0.148"x3-1/4w" T 22 0.148"x3" -- 3965 F1:775 1 5/8" ATR F2: 525 VGTR or L 1 5/8" ATR -- 222.5 F l : 650 16 1 4""x3" SEES F2. 630 VG- F /L 2 5/8" ATR -- 5545 Fl : 650 32 1/4"x3" SDS F2: 630 VT 1 5/8" ATR - 4940 F1:1185 16 114"x3" SDS F2. 590 (2) VGT 2 5/8" ATR7185-2p1V 88 3) F1: 1185 32 /4'x3".SE1.S F2.590 I TT22 1 8 1/2" ATR1825-2x4 1/411x3" SDS -- min 21.45-(2) 2x4 rmin - HTT4 1 5/8' AT - 3610 18 0v148"x3-1/2" HTT"5 1 5/8- ATR -- 4670 -- 26 0.148"x3" F{TTSI<T 1 5/3" ATR -- 5445 -- 26 S0 1Ox2 l/2" A 8 442 1 5/8" ATR 7570 1900 12 0.162"x3-1/2" A U6 2 18205 2475 - 12 0.1628ax3 1/Z" -12.5A 10 0,:131"x2-1.e/2r! -- 565 F1:110 F2:110 H10A 18 OAA8"xl-1/2" - 1340 Fi.565 F 2 : 285 HlOA-2 18 0.148"x1-1/2" 10810 F1:680 F2 : 260 HL1C48 14 1/4"x2-3/4" Titer) 2 3500 1135 - 6 0.148"x 3'' LUS26 4 0.148"x3" 865 1165 - SPH4 12 0.148"x1-1,/2" __ Srd 640 - Center.1280 OTC clips 4 3,/16"x2-3j°4" T ter12 -- -- F1.85 2 0.131"x2-1/2" F2:135 A35 12 0.131"x1-1/2" - -- F l : 650 F2: 670* SDWC15600 l S TWC156010 -- 615 Fl.130 F2 : 225 S WC15450 l S1�'aA/C15450 - 295 F2;150 CMU WALL CONT. 2x4 w/ (2) 12d NAILS - STRUCTURAL SHEATHING SEE PLAN FOR ATTACHMENT 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 20 T BAD 2. AT VERTICALS OVER 6'-6' TO 8'4 USE (2) 20 'L' BACKS (1 EA SIDE) (OR FRAM PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 2x4 'L' BACK AND AN ADDITIONAL DIAGONAL MACE IS REWIRED 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) 12ds AT EACH END. IN ADDITION TO THE SECOND DIAGONAL, A SIRONCBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH 'L' BACK WITH (2) 12ds AND ONE SIMPSON H2.5A CONNECTOR SIDE NAIL ALL 'L' BACKS AND STRONGBACKS w/ 12d's AT 6' O.C. NOTCH 'L' BACKS AT TOP AND BOTTOM. (2)PT 20 w/ 1/2' OSB OR ^C PLYWOOD SPACER 0 TOP & BOTTOM OF UN1E1 w/ 1/45' TAPCONS 0 6' O.C. EDGE NAIL SHEATHING PER PIA L STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED - TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN 2x6 DIAGONAL BRACING w/ (5) iOd CDIWION NAILS TO Rpgg WALL BRACING AT BEARING WALL BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT e 30 O.C. @ APPROX. 45-DEG ANGLE SPUCE DETAIL FOR DIAGONAL $ LAP WITH 'T' LAP C.O.A.# ARCHITECTURE: NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. AA26002802 C.O.A.# ENGINEERING: (2) SIMPSON A23 w/ (8) 10d x 1-1/2' 29349 (ONE ON EACH SIDE OF BRACE TO TOP PLATE). ❑ THOMAS A. WEBER, PE LSHEATHING PER' PLAN PROVIDE CONT. 202 P.T. PLATE w/ 1/2' 6 x 10' ANCHOR BOLTS AT 4'-O' O.C. MAX. w/2'x2' PL WASHERS AND r EMBEDMENT. (MIN. 3 REQ.) MASONRY LINTEL PER PLAN QA�GABLE END TRUSS BRACING DETAIL nvonau P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 12/15/20 DATE o. 8602 ATE OF llljll O Q )c C'7 v00 c'n O O \ O �I d 1 Q� Itiq U r�-ya V e� CZ -C:% •O nv� V � w 0 b�D N � tPulteGrr o C N v m .� o_ oh, c^ � so O N O N i � r-4 m L\ m OQ w Lfl � v r:i O N � O w Q ' ° as I•=-1 O PRODUCT MANAGER RELEASE DATE: XX/XX>/XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME Spruce NPC-MILD NUMBER 2116.501 SHEET S4.1