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STRlCTURAL SHEATHING, SEE PLAN AND DETAILS r"" "T'^""r"' <br />PRE-ENGINEERED WOOD <br />ROES MAX. <br />OR, <br />2x BLOCKING AT SHEATHING EDGES w/ N RIBBON BOARDATTACHEDTO <br />0) 8d NAILS INTO TRUSS TRUSS wl (3)10d NAILS, 29O.C. <br />CONTINUOUS STRUCTURAL CENTER MAX SPACING <br />SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL. SHEATHIN( <br />SHEATHING DETAIL NAIL PER TYPICAL SHEATHING DETAI <br />TYPICAL TRUSS ANGHOFi <br />PER PLAN DETALAT TRUSS HEF�>91/4' 'ryp X ,,,",,,,, <br />ANCHOR PER PLAN <br />NOTE: <br />REFER TO ARCILTTECTURAL DRAWINGS AN01011 TRUSS MANUFACTURER DRAWINGS FOR <br />SPECEICTRUSS PROFILE INFORMATION. (Le. HEEL HEIGHTS, SLOPE, OVERHANGS) <br />STRUCTURAL SHEATHING, <br />SEE PLAN AND DETAILS FOR <br />ATTACHMENT <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 24' O.C. MA)L <br />TRUSS ANCHOR PER PLAN <br />FASCIA, (SEE ARCH DWGS) <br />BOND BEAM PER PLAN <br />DETAIL AT TYPICAL TRUSS wl HEEL < 9114' <br />ROOF TRUSS ON MASONRY <br />1 lV 1 Scale: Flo Noma <br />RWM-010 <br />STRUCTURAL <br />SHEATHING PER PLAN <br />PRE ENGINEERED - <br />TRUSSES AT 24' O.C. <br />TRUSS ANCHOR <br />PER PLAN <br />BOND BEAM PER PLAN SHEATHING <br />AND SCHEDULE PER PLAN <br />R08B WALLMRACING AT BEARINGVALL <br />"X" = 10% <br />HOUSE WIDTH <br />0 <br />RIDGE --/ <br />OO GABLE END <br />BOSTON HIP <br />"X" = 10% <br />HOUSE WIDTH <br />Q1 Q2 3 <br />RIDGE <br />Q1 GABLE END -� <br />GABLE x � <br />20 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />1 x6 wA3) 8d <br />EA. OUTLOOKER <br />20 OUTLOOKER <br />PER DRAWINGS <br />2x4 FASCIA <br />0511n. 111100mma]wL! <br />GABLE TRUSS - OR - <br />PER PLAN <br />20 BETWEEN EA. <br />OUTLOOKER wA2) <br />10d TOENAILS <br />'EDIMENT BLOCKING @ GABLE <br />VALLEY SET TRUSSES <br />AT 24' O.C. <br />SHEATHING PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />ROOF SHEATHING VALLEY SET TRUSSES <br />PER PLAN I �AT 24" O.C. <br />MIN. 9" LONG 20 GA. ROOF SHEATHING <br />FLAT STRAP w/ (8) 10d PER PLAN <br />SHEATHING PER SHEATHING PER <br />PLAN ' -OR- <br />OR_ - - - PLAN. -OR- <br />2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW <br />ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW <br />w/ (3) 10d EACH END. <br />DrIO VALLEY SET OVER FRAME <br />1 1 V V IN" <br />PRE-ENGINEERED ROOF <br />TRUSSES 0 MAX. 24" O.C. STRUCTURAL SHEATHING PER PLAN <br />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT <br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS <br />TOP CHORD w/ (2)-16d NAILS AT 24" O.C. <br />CONT. 2x4 w/ (2) 12d NAILS <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 'L" BACK. <br />SHEATHING PER ARCH 10 FURRING AT <br />INSTALLED PER MANUF. MAX. 16' O.C. w/ 2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 2x4 'L' <br />(3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />S01 EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'-4" TO 13'-0' USE ONE 20 <br />SCALE N.T.S."L° BACK AND AN ADDITIONAL DIAGONAL BRACE IS <br />REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL <br />MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID <br />HEIGHT AND TO THE BLOCKING BELOW THE ROOF <br />SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO <br />THE SECOND DIAGONAL, A STRONGBACK IS ALSO <br />REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED <br />TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON H5 <br />CONNECTOR. <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />PLAN. <br />SHEATHING SEE PLAN <br />FOR ATTACHMENT <br />PRE ENGINEERED <br />TRUSSES AT 24" O.C. <br />2x4 BLOCKING AT 2'-0" - <br />O.C. w/ (2) 12d TOE NAILS <br />EACH END TO TRUSS <br />` SHEATHING PER PLAN <br />BOND BEAM PER <br />PLAN AND SCHEDULE META16 AT BLOCKING w/1/4" <br />MAX. GAP FROM TOP OF <br />8' CMU WALL SEE PLAN WALL TO BOTT. OF BLOCKING <br />:JU <br />FOR VERT. REINF. <br />Dn7 WALL BRACI�GAON-BEARINGE XTERIOR WALL <br />1 IV 1 'xs <br />2x4 PURLIN ® EA VALLEY <br />TRUSS. NAIL TO COMMON <br />TRUSS w/(3) 16d GUN NAILS <br />BOTTOM CORD OF VALLEY <br />TRUSS NAILED TO PURLIN <br />w/ 10d GUN NAIL 0 8' O.C. <br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />STRUCTURAL SHEATHING PER PLAN <br />AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK <br />2x4 LADDER FRAMING AT 24' O.C. REQ'D AT <br />FROM GABLE TRUSS. <br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS <br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />TOP CHORD w/ (2)-16d NAILS AT 24" O.C. <br />SIDE OF BLOCKING. <br />CONT. 2x4 w/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 2'-0` O.C. MAX. <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48' <br />TRUSS ANCHOR <br />O.C. @ APPROX. 45-DEG ANGLE. <br />SEE CONN. CHART <br />3 <br />°T" <br />� SPLICE DETAIL FOR DIAGONAL 4' LAP WITH LAP <br />BOND BEAM PER P <br />NAILED w/ (2) ROWS 10d GUN NAILS 0 8' O.C. <br />(2) SIMPSON A23 w/ (8) 10d x 1-1/2° <br />(ONE ON EACH SIDE OF BRACE TO TOP PLATE). <br />FASCIA 2x SHTG. <br />SEE ARCH. BLOCKING <br />DRAWINGS <br />SIDE NAIL ALL 'L" BACKS AND STRONGBACKS w/ 12d's SHEATHING PER PLAN <br />"X" = 10% OF AT 6' O.C. NOTCH "L' BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10" <br />HOUSE WIDTH <br />3 I I ANCHOR BOLTS AT 4'-0° O.C. MAX. w/2"z2" PL <br />STRUCTURAL SHEATHING CM <br />SEE PLAN FOR ATTACHMENTy WASHERS AND 7° EMBEDMENT. <br />7 NAIL BOTTOM CHORD Of GABLE MASONRY WALL w/ HORIZ JOINT REINF 0 16' O.C. <br />x TRUSS w/ 12d's AT 4" O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER <br />2 CONT. 2z4 PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE <br />PLAN AND DETAIL <br />2x4 NAILED FLAT TO TOP OF BRACE ('T' NAILED <br />CONTINUOUS BRACE) NAILED TO DIAG. w/ 10d GUN 2 2x6 TOP <br />RIDGE I STRUCTURAL NAILS 0 8" O.C. BUTT JOINT ALLOWED <br />O \ I SHEATHING SEE PLANNI (48' MIN MEMBER LENGTH), BRACED <br />FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. <br />FIELD NAILING % BRACE SPLICE SHOWN <br />PER PLAN 20 BLOCKING AT 48' O C - <br />HIP <br />ROOF SHEATHING <br />NAILS <br />ROOF FASTENING ZONES <br />SHINGLE: <br />7/16" SPAN RATED PLYWOOD OR OSB <br />8d RING SHANK <br />0.113" x 2-3/8" <br />1 <br />2 <br />3 <br />OFFSET DIMENSION "X" = 10% HOUSE WIDTH <br />"X" <br />"X" <br />TILE 15/32' SPAN RATED PLYWOOD <br />OR OSB <br />PANEL EDGES SUPPORTS (1) <br />6" O.C. <br />6" O.C. <br />4" O.C. <br />PANEL FIELD 1 <br />6" O.C. <br />6" O.C. <br />6" O.C. <br />METAL: <br />15/32' SPAN RATED PLYWOOD w/24 GA <br />19/32' SPAN RATED PLYWOOD w/26 GA. <br />NOTES: <br />1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. <br />2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. <br />3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE. <br />30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE <br />I�ROOF SHEATHING ATTACHMENT DIAGRAM <br />\ 3xTRUSS BAYS <br />2x6 NAILED 0 BOTTOM <br />FRAMING <br />WOOD <br />PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09GABLE END TRUSS BRACING DETAIL <br />GABLE END <br />2x4 LADDER FRAMING AT 24" O.C. REO'D AT (8) 10d NAILS EACH `. <br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS 20 BLOCKING AT DIAGONALS ONLY. ATTACH AT <br />TOP CHORD w/ (2)-16d NAILS AT 24' O.C. EACH END w/ (2) 12d TOENAILS NAIL SHEATHING <br />TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. <br />CONT. 2x6 w/ (2) 12d NAILSBLOCK 8'4 BACK FROM GABLE TRUSS. <br />/ NAILS DIAGONAL <br />EAE4ND 0 BRACING <br />MAX.(5) 12d SPACINGCOMMOr! <br />STRUCTURAL SHEATHING PER PLAN <br />2z BLOCKING BETWEEN EA. <br />TRUSS MEMBER OR TRUSS WEB. <br />IF LENGTH IS LESS THAN 4'-0' USE 20 'L' BACK, <br />IF LENGTH IS GREATER THEN 4'-0' USE (2) 2x4 'L' <br />2x LEDGER w/2-10d 0 EA <br />BACKS. NAIL 'L' BACKS w/12d 012'O.C.(NOTCHED <br />CROSSING TRUSS MEMBER <br />0 TOP w/2-12d TOENAILS <br />FOR ROOF SHEATHING <br />'L' SACK -EXTEND 6' PAST <br />NAILING <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLAN• <br />EAMTIAMG�ABLE�ENUTRWSSRO9C PARTIAL GABLE <br />�w,v.yl. <br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK <br />FROM GABLE TRUSS. <br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />SIDE OF BLOCKING. <br />3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL <br />SHEATHING. <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 'L" BACK. <br />2. AT VERTICALS OVER 6'-6° TO 8'-4" USE (2) 20 'L' <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 <br />"L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS <br />REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL <br />MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID <br />HEIGHT AND TO THE BLOCKING BELOW THE ROOF <br />8' CMU WALL OR LINTEL, SHEATHING PER SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO <br />SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO <br />REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED <br />TO EACH 'L' BACK WITH (2) 12d's AND ONE SIMPSON <br />H2.5A OR ONE USP RT5 CONNECTOR. <br />SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's <br />AT 6' O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. <br />- 20 DIAGONAL BRACING w/ (5) 12d COMMON NAILS TO BLOCKING AND TO THE 'L" <br />BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND <br />THE REMAINDER AT 48' O.C. DIAGONALS OVER 8'-0" MUST HAVE AN ADDITIONAL "T" <br />BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6" O.C.. 'T" BRACE LENGTH <br />TO BE THE DIAGONAL'S LENGTH MINUS 12' FROM EACH END. <br />TRUSS ANCHOR <br />SEE CONN. CHART <br />FRAMING PER PLAN <br />R09B DUTCH HIP GABLE TRUSS BRACING DETAIL <br />BOSTON HIP <br />ENGINEERED WOOD <br />ROOF TRUSS AT 24" <br />O.C. MAX. <br />CMU WALL <br />(4) 1/4' 0 c 2-1/4" MASONRY --/ <br />SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 <br />CONDTIONS OF USE: (OR APPROVED EQUAL) <br />1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED <br />2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION. <br />3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS. <br />IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. <br />nR13 MISSED TRUSS STRAP REPAIR <br />(TYPICAL CMU WALL CONNECTION) <br />CONNECTOR <br />FASTENERS <br />ALLt7WABLE LOADS <br />QTY <br />TYPE <br />GRAVITY <br />I bs @ 1.+0 <br />LIPLIFT(Ibs) @ <br />1.6 <br />LATERAL <br />Ibs @ 1.6 <br />METTA16 <br />8 <br />0.148"x1-1/2" <br />-- <br />1450 <br />F1:340 <br />F2:770 <br />HETA16 <br />9 <br />0.148"xl-1/2" <br />_ <br />1810 <br />F1:340 <br />F 2: 770 <br />(2) META16 <br />1-ply <br />10 <br />0.148""x1-1/2" <br />-- <br />1875 <br />F1: 680 <br />F2:770 <br />(2) MEfA16 <br />2- or 3-ply <br />14 <br />0.162"x3-1/2" <br />_- <br />1795 <br />F1:1285 <br />F2: 1080 <br />(2) H ETA 16 <br />1- I <br />10 <br />0.148""x1-1/2" <br />-- <br />1920 <br />F 1: 6$B <br />F2: 770 <br />(2) HETA16 <br />2 or 3- ply <br />12 <br />0.162"x3-1/2" <br />-- <br />2365 <br />F1:1.350 <br />F2: 1430 <br />HSTM16 <br />8 <br />0.148"xl- 2" <br />_- <br />1110 <br />F1:120 <br />4 <br />1/4."x1 3/4"' Titen 2 <br />F2: 90 <br />WS12 <br />14 <br />0.148"x1-1,/2`I <br />-- <br />990 <br />MTS16 <br />14 <br />0.148"x1 2" <br />-' <br />990 <br />-_ <br />HTS16 <br />16 <br />0.148"x1-1/211' <br />-- <br />1310 <br />- <br />HTS20 <br />24 <br />0.148"x1-1/2" <br />'_ <br />1310 <br />- <br />LSTA12 <br />10 <br />0.148"x2-1/2" <br />-- <br />925 <br />-- <br />LSTA18 <br />14 <br />0.148"x2- 2" <br />1235 <br />- <br />LSTA30 <br />22 <br />0.148"x2-1/2" <br />_ <br />1640 <br />_- <br />WTA30 <br />22 <br />0.148"x21/2" <br />-- <br />2050 <br />-- <br />KSTC52 <br />62 <br />M148"x3-1/4" <br />-- <br />4735 <br />- <br />I TCI1A40 <br />10 <br />4""x2- 4" Titen 2 <br />_ <br />2800 <br />- <br />14 <br />0.148""x3-1/4" <br />MGT <br />22 <br />0.148°"x3"' <br />-- <br />35 <br />F1:775 <br />1 <br />5/8" ATR <br />F2: 525 <br />VGTR or L <br />1 <br />5 8" ATR <br />2225 <br />F1: 650 <br />16 <br />1/4"x3" SDS <br />F2 630 <br />VGTR/L <br />2 <br />5/8"ATR <br />-- <br />5545 <br />F1:650 <br />32 <br />1/4!'x3" SDS <br />F2: 630 <br />1dGT <br />1 <br />5 8" ATR <br />_.- <br />4940 <br />F1:1185 <br />16 <br />1/4''x3" SINS <br />F2: 590 <br />(2) VGT <br />2 <br />5/8" ATR <br />-- <br />7185-2ply 8 <br />3P Iv <br />F1:1185 <br />32 <br />1/4!'x3" SDS <br />F2: 590 <br />I3TT22 <br />1 <br />8 <br />112" ATR <br />1/4"'x3" SDS <br />- <br />1825-2x4 m in <br />214,5- 2 2x4 m in <br />- <br />HTT4. <br />1 <br />5/8" ATR. <br />-- <br />3610 <br />-- <br />18 <br />0.148"x3-1/2" <br />HT175 <br />1 <br />5 8" ATR <br />4670 <br />- <br />26 <br />0.14W'x3" <br />HTT5IGT <br />1 <br />5/8" ATR <br />-- <br />5445 <br />- <br />26 <br />SD#1Cx2-1/2" <br />ABU44Z <br />1 <br />5/8" ATR <br />7570 <br />1900 <br />- <br />12 <br />0.162"x3-1/2" <br />AI3L166Z <br />1 <br />5/8"' A`TR <br />182{?S <br />2475 <br />-- <br />12 <br />10.162""x3-1/2" <br />H2.5A <br />10 <br />0.131"x2-1/2" <br />__ <br />565 <br />F1:110 <br />F2:110 <br />H10A <br />18 <br />0.148"x1-1/2" <br />13410 <br />F1.565 <br />F2 : 285 <br />HILGA-2 <br />18 <br />0.148"x1-1/2"' <br />-- <br />1090 <br />F1:680 <br />F2:260 <br />HUG48 <br />14 <br />1/4"x2-3/4" Titen 2 <br />36500 <br />1135 <br />6 <br />j1 1 p�F87x3"" <br />WS26 <br />4 <br />0..1�F+F87x33" <br />865 <br />1165 <br />SPH4 <br />12 <br />0.148"x1-1/2°' <br />-- <br />Side: 640 <br />- <br />Center :1280 <br />1JTC dips <br />4 <br />3/16"x2-3/4" Titen 2 <br />_- <br />- <br />F1: 85 <br />2 <br />0,131"x2-1/2" <br />F2: 135 <br />A35 <br />12 <br />0.131"x1-1%2" <br />_.- <br />-_ <br />F1.650 <br />F2: 670* <br />SDWC156M <br />1 <br />SDWC15600 <br />-- <br />615 <br />F1:130 <br />F2:225 <br />SDWC15450 <br />1 <br />S[DWC 5450 <br />-- <br />295 <br />F2:1St) <br />C.OA.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />LEI THOMAS A. WESER, PE <br />P.E. ;1I 73242 FLORIDA <br />BENJAMIN NIESE, PE <br />RE, # 86026 FLORIDA <br />617/21 <br />DATE\�tI►1i1 1 � <br />E5 <br />a <br />N <br />O <br />N <br />IZ <br />0 <br />0 <br />C? <br />1 <br />r-+ <br />v <br />°O <br />0 <br />VJ <br />00 <br />1113 <br />v <br />C3 <br />n <br />v� <br />UM <br />cd <br />• <br />v <br />:� <br />O <br />;mill <br />W-4 <br />0 <br />b�D <br />N <br />I� <br />*PulteGroup- <br />RODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />P <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />