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tm�_ - --- - - i 'lli.ua i�■ �e� ° 1. , 1 l i , L__j _ ..� 11'_ � � - - - - - ' !w! lw��l we��a-«ee, t�� to up 11w Rw nwww ra�eesw�u��ee a �� w u r +.. i 1. 1-1- -�-1 .LEI 11 - , fl PIPIn rr 3 0 v 0 U U CV 0 CV C CV STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX. 411 2x BLOC 9NG AT SHEATHING 2x RIBBON BOARD ATTACHED EDGES w/ (3) 8d NAILS INTO TRUSS TO TRUSS w/ (3) 1Od NAILS, 24' CONTNUOUS STRUCTURAL O.C. CENTER MAX SPACING SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING DETAIL SHEATHING NAIL PER TYPICAL TYPICALTAUSS SHEATHING DETAIL ANCHOR PER PLAN DETAIL AT TRUSS HEEL> 91/4' TYPICAL TRUSS ANCHOR PER PLAN NOTE REFER TO ARCHITECTURAL DRAWNGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE INFORMATION. Le. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX TRUSSANCHOR PER PLAN FASCIA, (SEE ARCH DWGS) BOND BEAM PER PLAN DETAILATTYPICAL.TRUSS w/ HEEL < 91/9 ROOF TRUSS ON MASONRY - - V Scale: 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 3'-6" TO 6'-6' USE ONE 2z4 'L° BACK. 2. AT VERTICALS OVER 6'-6" TO 8'-4' USE (2) 2x4 BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3. AT VERTICALS OVER 8'-4' TO 13'-0" USE ONE 2x4 . • O "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. AEFEA TO ARCHITECTURAL DRAWINGS AND/OR TRUSSSTRUCTURAL SHEATHING SEE PLANAND MANUFACTURER DRAWINGS FOR SPECIFIC TRUSS PROFILE DETAILS FOR ATTACHMENT INFORMATION. 4 HEEL HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED WOOD N TRUSSES AT//��24' O.C. MAX. OR " N BLOCKING AT SHEATHING EDGES w/ 2x RIBBON BOARD ATTACHED TO (3) 8d NAILS INTO TRUSS TRUSS w/ (3)10d NAILS, WO.C. CONTNUOUS STRUCTURAL SHEATHING CENTER MAX SPACING NAIL PER TYPICAL SHEATHING DETAIL CO UOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL FRAMING PER PLAN FRAMING PER PLAN STRUCTURAL SHEATH, DETAILATTRUSS HEEL > 9114' SEE PLAN AND DETAILS FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES AT 24'O.C. MAX. TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHING DETAIL DETAIL AT TYPICAL TRUSS w1 HEEL < 9114' TRUSSATTACHMENT: ALL TRUSS ENDS ARE TO BE SECURED TO THE WALL BELOW USNG ONE OF THE BELOW METHODS. ONE FULL OPTION MUST BE USED FOR CONTINUOUS LOAD PATH: L INSTALL TYPICAL TRUSS ANCHOR THROUGH DTM SHEATHING. EXT. SHEATHING IS CONTINUOUS AND WLL TRANSFER COMBINED SHEAR 8 UPLIFT. b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON MR OF THE WALL wi H2.5A Q EVERY OTHER STUD TO TOP PLATE EXT. SHEATHING IS CONTINUOUS AND WILLTRANSFER COMBINED SEEM & UPLIFT. a INSTALLANCHOR AS CA1.0 FOR ON THE PLANS. TWIST STRAPS ARE TO BE INSTALLEDON THE NSDE 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 6 CONTNUOUS AND WILL TRANSFER COMBINED SHEAR & UPLIFT. ROOF TRUSS ON FRAMING ..,L Scale: RWM-010 1 /2"=1'-0" -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. • 9C=10%HOUSE WIDTH 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO " BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE O O 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. X (2) SIMPSON A23 w/ (8) 10d x 1-1/2' RIDGE (ONE ON EACH SIDE OF BRACE TO TOP PLATE). GABLE END 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 z 10" STRUCTURAL SHEATHING I (�MI ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. C v 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' O.C. CONDITION, SEE PLAN AND DETAIL. / CONT. 20 \ 2x4 NAILED FLAT TO TOP OF BRACE ('T' x6 NAILED CONTINUOUS / BRACE) NAILED TO DIAG, w/ 10d GUN 22 TOP STRUCTURAL NAILS 0 8" 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 T 8" 0 C' \ 2x4 BLOCKING A 4 .. - 3 TRUSS BAYS FRAMING 2x6 NAILED 0 BOTTOM WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09 "GABLE END TRUSS BRACING DETAIL GABLE END SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 2x4 BLOCKING AT 2'-0" - O.C. w/ (2) 12d TOE NAILS 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. WALL BRACING AT NON -BEARING EXTERIOR WALL R07 x,� RWW-020 20 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 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 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. QAp VALLEY SET OVER FRAME I lvv /"" 3 9(' =10% HOUSE WIDTH X - X x 1Q 02 3 X x RIDGE GABLE END f x BOSTON HIP - X 3 GABLE 4 x=10%HOUSE WIDTH Mir ROOF SHEATHING NAILS ROOF FASTENING ZONES 8d RING 0.113'0-3r 1 2 3 SHINGLE: 7/1rSPAN RATED SHEATHING OFFSET DIMENSION 9(' =10% HOUSE WIDTH TILE: 15r3YSPAN RATED SHEATHING PANEL EDGES Q SUPPORTS (1) 61O.C. 6'O.C. 4'O.C. METAL:15W SPAN RATED SHEATHING PANEL FELD (1) r O.C. r O.C. r O.C. NOTES: 1. LONG SIDE OF SHEATHING M BE PERPENDICULAR TO TRUSSES OR RAFTEAS•TYPICAL. 2. EDGE SPACING ALSO APPLIES OVER GABLE END WAILS OR TRUSSES. 3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10%OF TOTAL HOUSE WDTH, DMENSION TOFFSET FROM ROOF EDGE. 30'WIDE HOUSE =,'ZONE, 40 YADE HOUSE = 4'ZONE, 5LYWDE HOUSE = VZONE, WWDE HOUSE = VZONE ROOF�SHATHIN�GAff ACHMENT�DIAGRAM 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. 2x6 w/ (2) 12d NAILS 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 icals: 1 /2"= V-0" (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. �'j�2A 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 SHEATHING PER PLAN. GABLE TRUSS PER PLAN VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN.-OR- (1) SDWC15600 TRUSS SCREW TO EVERY TRUSS BELOW PRE-ENGINEERED ROOF TRUSSES 0 MAX. 24" O.C. SHEATHING PER ARCH 10 FURRING AT INSTALLED PER MANUF. MAX. 16" O.C. w/ (3)10d AT EA TRUSS soy EXTERIOR CEILING FURRING SCALE: N.T.S. VALLEY SET TRUSSES AT 24" O.C. ROOF SHEATHING PER PLAN SHEATHING PER PLAN. -�---.----.- �- ---- � --_ _1 20 PURLIN 0 EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL 0 8" O.C. 20 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. 2x4 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 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 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 S' 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 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 FRAMING PER PLAN R09B ITCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE BOSTON HIP ENGINEERED WOOD ROOF TRUSS AT 24' O.C. MAX. CMU WALL i1-11 t LOWER ROOF SHEATHING (4) 1/4" 0 c 2-1/4' MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDITIONS 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 Ibs. UPLIFT. R09C PARTIAL GABLE END TRUSS DETAIL 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. PARTIAL GABLE IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. R13 MISSED TRUSS STRAP REPAIR su (TYPICAL CMU WALL CONNECTION) STRUCTURAL SHEATHING PER PINT 20 LADDER FRAMING AT 24' O.C. REQU AT OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 24' O.C. CONT. 2x4 w/ (2)12d NAILS STRUCTURAL SHEATHING SEE PLAN FOR ATTACHMENT 1. AT VERTICALS 7-6' TO 6'-e USE ONE 201' BACK. 2 AT VERTICALS OVER 6'-6' TO 6-4' USE (2) 20 T BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BEL016 3. AT VERTICALS OVER V-4' TO IS-O' USE ONE 24 1' BACK AND AN ADO110NAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER N 14S RANGE ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12ds AT EACH END. N ADDITION TO THE SECOND DIAGONAL, A STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED TO EACH 1' BACK " (2)12ds AND ONE SIMPSON H25A CONNECTOR. SIDE NAIL ALL 1' BACKS AND STRONGBACKS w/ 12d's AT 6' all NOTCH 1' BACKS AT TOP AND BOTTOM. (1)PT 20 w/ 1/2' OSB OR PLYMOO) SPACER 0 TOP d BOTTOM OF LINTEL w/ 1/4'x5' TAPCOS 0 6' O.C. EDGE NAIL SME/1THNG PER PLAN. 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2)12d TOENAILS NAIL SHEATHING TO ROC(NG AT 6' at w/ MINIMUM Bd NAILS, BLOCK 4 BAYS BACK on GABLE TRUSS. CONNECTOR FASTENERS ALLOWABLE LOADS QTY TYPE GRAVITY Ibs @ 1.0 UPLIFT (Ibs) @ 1.6 LATERAL Ibs 1.6 META16 8 0.148"xl-1,/2" -- 1450 F1:340 F2: 770 HETA16 9 0.148 "xl-1/2" - 1810 F1:0 77 F2: 770 (2) META16 CcD 1-joly 10 0.148"xl-1/2" -- 1875 F1: 680 F2:770 (2) META16 2- or3-plyF2 14 0,162"x3-1/2" __ 1795 F1:1285 : 1090 (2) HETA16 1-ply 10 0.148"xl-1/21" -- 1920 Fl : 680 F2.770 (2) HETA16 2- or 3- I 12 0.162"x3-1/2"' -- 2365 F1: 1350 F2: 1430 HSTM16 8 0.148"xl-1/2" -- 111fl F1:120 4 4"xi-3 4" Titen 2 F2: 90 MTS12 14 0.14811x1-12" -- 990 -- MTS16 14 0.148"xl-1/2" -- 990 -- HTS16 16 0.148"xl-12" -- 1310 -- HTS20 24 0.148"xl- 2" -- 1310 -- LSTA12 10 0.148"x2-1/2" -- 925 LSTA18 14 0.148"x2-12" -- 1235 -- LSTA30 22 0.148"x2- 2" -- 1640 -- MSTA30 22 0.148"x2-1/2" -- 2050 -- MSTC52 62 0.148"x3- 4" -- 4735 -- MSTCM40 10 1/4"x2-1/4" Titen 2 -- 2800 -- 14 fl.148"x3-1/4"' MGT 22 0.148"x3" 3965 F1:775 1 5/8" ATR F2: 525 VGTR or L 1 5/8" ATR -- 2225 F l : 650 16 4"x3" SDS F2: 630 VGTR/L 2 5/8" ATR -- 5545 F1: 650 32 1/4"x3" SDS F2: 630 VGT 1 5/8" ATR 4940 Fl : 1185 16 1/4"x3" SDS F2: 590 (2) VGT 2 5/8" ATR - 7185-2pfy 8890..Fl 3 IV : 1185 32 4NN' SDS F2: 590 DTTZZ 1 8 1/2" ATR 1/4"x3" SDS -- 1825-2x4 min 2145- 2 2x4 min -- HTT4 1 5 8" ATR -- 3610 -- 18 0.148"x3-1/2"' HITS 1 5/8' ATR -- 4670 -- 26 0.148"x3" HTT5KT 1 5/8" ATR -- 5445 -- 26 SD #10x2-1/2" ABU442 1 5/8" ATR 7570 1900 -- 12 0.162"x3-1/2" ABU66Z 18205 2475 -- 12 0.162"x3-112 " H2.5A 10 0.131"x2-1/2"' -- 565 F1:110 F2: 110 H10A 18 0.148"x1-2" 1/ -- 1340 F1: 565 F2: 285 H10A-2 18 0.148"xl-1/2" -- 1080 F1:680 F2: 260 HUC48 14 1/4"x2-3/4"' Titen 2 3500 1135 -- 6 0.148"x3" LUS26 4 0.14811x3'4 865 1165 -- SPH4 12 0.148 xi-1/2" -- Side: 640 -- Center:1280 DTC clips 4 3/16"x2-3/4" Titen 2 F1: 85 2 0.131"x2-1/2" F2:135 A35 12 0.131"xl-1/2" -- -- F1.650 F2 : 670* SDWC15600 i SDWC15600 -- 615 F1:130 F2: 225 SDWC15450 1 SDWC15450 -- 295 F2:150 WEN SECOND BRACE IS REQUNED, NAIL TO OPPOSITE SIDE OF BLOC ILK STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED - TRUSSES AT 24" O.C. TRUSS ANCHOR PER PLAN BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN 3 2x6 DIAGONAL BRACING w/ (5)10d COMMON NAILS TO WALL BRACING AT BEARING WALL BLOCKING.UNLESS NOTED OTNFRINSE ON PLANS, PROVIDE ROBB ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 0 ® ac o APPacoc. 45-oEc ANOE N C.O.A.# ARCHITECTURE: SPLICE DETAIL FOR DIAGONAL 4' LAP II1H i LAP NAILED w/ (2) ROWS 10d LAIN NAILS 0 8' O.C. AA26002802 C.O.A.# ENGINEERING: (2) SIMPSON A23 w/ (8)10d x 1-1/2' 29349 (OE ON EACH SIDE OF BRACE TO TOP PLATE). 0 THOMAS A. WEBER, PE L--%BTHNG PER PLAN PROVIDE CONT. 242 P.T. PLATE w/ 1/2' 0 x IT ANCHOR BOLTS AT 4-O' O.C. MAX. w/2'x2' PL wASHERs AND r Boma (MIN. 3 REQ.) MASONRY LINTEL PER PLAN o�GABLE END TRUSS BRACING DETAIL nvvi� P.E. # 73242 FLORIDA ■ BENJAMIN NIESE, PE P.E. # 86025 FLORIDA 2/1/21 DATE 0. �Q TE Illlllti O c 00 07-4 0 IT cYj It 9 45 rea+ " c� a N 0 lkPu Ite C� u p us N v o a a O N L� 00 11� rti My MHO N 3 ��-+ I t� 8 H �2: w o Q We, w C4 O �&o I PRODUCT MANAGER RELEASE DATE: XX /XX /XXXX PROJECT TYPE Single Famfl SPECIFICATION LEVEL Pulte PLAN NAME S ruce NPC THILD NUMBER 2116.501 SHEET S4.1