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STRUCTURAL SHEATHING, SEE PLAN AND DETAILS CAA ATTA! L111[AIT <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 24' O.C. MAX. <br />-OR- <br />2x BLOCKING AT SHEATHING EDGES w/ 2x RIBBON BOARD ATTACHED TO <br />(3) 8d NAILS INTO TRUSS TRUSSw/ (3)1Od NAILS, 24- O.C. <br />�_4 <br />CONTINUOUS STRUCTURAL CENTER MAX SPACING <br />SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING <br />SHEATHING DETAIL NAIL PER TYPICAL SHEATHING DETAIL <br />TYPICAL TRUSS ANCHOR <br />PER PLAN DETAIL AT TRUSS HE > 9114' TYPICAL i i,,,,,, <br />ANCHOR PER PLAN <br />NOTE: <br />REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS 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. MAX. <br />TRUSS ANCHOR PER PLAN <br />FASCIA, (SEE ARCH DWGS) <br />BOND BEAM PER PLAN <br />DETAIL AT TYPICAL TRUSS wl HEEL < 91/40 <br />�OOFTRUS�ON MASONRY <br />kale: <br />1 /2"=1'-0" <br />"X" - 10% <br />HOUSE WIDTH - <br />O <br />"X" = 10% <br />HOUSE WIDTH <br />x - <br />�l O2 3 <br />u <br />RZFlle Namc <br />-010 <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />1 x6 w/(3) 8d <br />EA. OUTLOOKER <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />20 FASCIA <br />SHEATHING PER PLAN. <br />GABLE TRUSS _ OR _ <br />PER PLAN <br />20 BETWEEN EA. <br />OUTLOOKER w/(2) <br />10d TOENAILS <br />IEDIMENT BLOCKING @ GABLE <br />s <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />SHEATHING PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />ROOF SHEATHING <br />VALLEY SET TRUSSES <br />PER PLAN <br />AT 24" O.C. <br />MIN, 9" LONG 20 GA. <br />ROOF SHEATHING <br />PER PLAN <br />FLAT STRAP w/ (8) 1Od <br />SHEATHING PER <br />SHEATHING PER <br />PLAN. -OR- <br />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 />ona�VALLEY SET OVER FRAME <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />PLAN. <br />TEE PLAN <br />MENT <br />RED <br />24" O.C. <br />2x4 BLOCKING AT 2'- <br />O.C. w/ (2) 12d TOE <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 />FOR VERT. REINF. <br />pn7 WALL BRACI�GAON-BEARING EXTERIOR WALL <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 ® 8' O.C. <br />PRE -ENGINEERED ROOF <br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />TRUSSES 0 MAX. 24" O.C. <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />STRUCTURAL SHEATHING PER PLAN <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 />20 LADDER FRAMING AT 24" O.C. REQ'D AT <br />FROM GABLE TRUSS. <br />OVERHANGS GREATER THAN 12". ATTACH TO 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 />TOP CHORD w/ (2)-16d NAILS AT 24" O.C. <br />SIDE OF BLOCKING. <br />CONT. 2x4 w/ (2) 12d NAILS <br />CONT. 2x4 w/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK. <br />10 FURRING AT <br />SHEATHING PER ARCH MAX. 16" O.C. w/ <br />2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" <br />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 2'-0' O.C. MAX. <br />INSTALLED PER MANUF <br />(3)10d AT EA TRUSS <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />3 <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />ONE BRACE NEAR THE PEAK AND THE REMAINDER T 48" <br />TRUSS ANCHOR <br />(Sol EXTERIOR CEILING FURRING <br />J. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 <br />O.C. APPROX. 45-DEG ANGLE. <br />SEE CONN. CHART <br />"L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS <br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP <br />BOND BEAM PER PLAN <br />SCALE: N.T.S. <br />REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL <br />NAILED w/ (2) ROWS 10d GUN NAILS ®8 O.C. <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 />(2) SIMPSON A23 w/ (8) 10d x 1-1/2" <br />(ONE ON EACH SIDE OF BRACE TO TOP PLATE). <br />FASCIA / <br />SEE ARCH <br />RIDGES ' x RIDGE-' <br />GABLE END I L <br />, �i GABLE END -� <br />BOSTON HIP <br />GABLE X <br />"X" = 10% OF <br />HnI NF WII)TH <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 />LSHEATHING PER PLAN <br />SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's <br />AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10' <br />CMU ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. <br />STRUCTURAL SHEATHING WASHERS AND 7" EMBEDMENT. <br />SEE PLAN FOR ATTACHMENT <br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF ®16" O.C. <br />x TRUSS w/ 12d's AT 4" O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER <br />Ha) PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE <br />/ CONT. 2x4 PLAN AND DETAIL. <br />2x4 NAILED FLAT TO TOP OF BRACE ('T" 2x6 NAILED <br />CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP <br />STRUCTURAL NAILS 8" O.C. BUTT JOINT ALLOWED <br />SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED <br />x FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. <br />FIELD NAILING <br />BRACE SPLICE SHOWN <br />PER PLAN \ 2x4 BLOCKING AT 48" O.C. - <br />\ / 3 TRUSS BAYS <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 />NU ILS: <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 />Qii ROOF SHEATHING ATTACHMENT DIAGRAM <br />FRAMING 2x6 NAILED ® BOTTOM <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 "GABLE END TRUSS BRACING DETAIL <br />GABLE END <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. 2x6 w/ (2) 12d NAILS --\ <br />STRUCTURAL SHEATHING PER PLAN <br />2x BLOCKING BETWEEN EA <br />TRUSS MEMBER OR TRUSS WEB. <br />2x LEDGER w/2-10d 0 EA. <br />CROSSING TRUSS MEMBER <br />FOR ROOF SHEATHING <br />NAILING <br />SHEATHING PER <br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT <br />EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING <br />TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS. <br />BLOCK 8'-0" BACK FROM GABLE TRUSS. <br />20 DIAGONAL BRACING w/ (5) 12d COMMON <br />NAILS EA. E4ND 0 32" MAX. SPACING <br />IF LENGTH IS LESS THAN 4'4 USE 20 "L" BACK, <br />IF LENGTH IS GREATER THEN 4'-0' USE (2) 2x4 "L" <br />BACKS. NAIL 'L' BACKS w/12d @ 12"0.C.(NOTCHED <br />0 TOP w/2-12d TOENAILS <br />'L" BACK -EXTEND 6' PAST <br />LOWER ROOF SHEATHING <br />R09r1PARTIAL GABLE END TRUSS DETAIL <br />PARTIAL GABLE <br />(8) 10d NAILS EACH <br />DRAWINGS <br />^R AI I <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 />3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L" BACK. <br />2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />�2x 5SH TIG3. AT VERTICALS OVER 8'-4" TO 13'-0' USE ONE 2x4 <br />BLOCKING "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 />- 2x4 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 />LU 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 FIVE (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 />R13 �11ED TRUSS STRAP REPAIR <br />(TYPICAL CMU WALL CONNECTION) <br />FASTEN E S <br />ALLOWABLE LOADS <br />CONNECTOR <br />CLTV <br />YFE <br />GRAVITY <br />(1bs) @1.0 <br />U LIFT(1 s) @ <br />1.6 <br />LATERAL <br />Iles 1.6 <br />IETA:16 <br />8 <br />0.148"x1-1/2" <br />1450 <br />Flu 340 <br />F2:770 <br />HETA16 <br />0.148"x,l-1/2" <br />- <br />1810 <br />F1:370 <br />F2; 70 <br />(2) META 16 <br />I <br />10 <br />0.149"x1-1/2"' <br />- <br />1875 <br />F1. 680 <br />F2: <br />2: 770 <br />(2) META 16 <br />D 2- or 3- I. <br />14 <br />0.162@3-1/2 <br />1795 <br />$l. 1295 <br />F2: 101 <br />(2) HETA 16 <br />C& 1 1 <br />10 <br />0.148"x1-1/2"E <br />-- <br />1920 <br />F1:680 <br />F2:770 <br />(2)1-11 fA16 <br />2- or - tal, <br />12 <br />0.162"x3-1/2" <br />2365 <br />1350 <br />F2: 1430 <br />HSTI416 <br />8 <br />0.148" 1- 2" <br />_.- <br />1110 <br />F 1: 120 <br />4 <br />4"`x1-3/ &' Titers 2 <br />F2: 90 <br />fa1LTS12 <br />14 <br />0.148"x1-1/2" <br />990 <br />-- <br />S16 <br />14 <br />0.148"x1- 2" <br />990 <br />-- <br />HTS16 <br />16 <br />0.148"x1-1/2" <br />1310 <br />-'- <br />HTS20 <br />24 <br />0.148`.x:1.-1/2" <br />1310 <br />-- <br />LSTA12 <br />10 <br />0.148"ac2,-1/2" <br />-- <br />925 <br />-'- <br />LSTA18 <br />14 <br />0.148`x2-12" <br />1235 <br />L>STA30 <br />22 <br />0.148"x2-1/2" <br />164:0 <br />-- <br />I�aSTA30 <br />22 <br />0.148"x2-1/2" <br />-- <br />2050 <br />-- <br />MSTC52 <br />62 <br />0.148"P:x3-1/4"` <br />- <br />4735 <br />I ST 40 <br />10 <br />4'.x2-1 W'' The n 2 <br />-- <br />2800 <br />14 <br />0.148"x3-1/4"' <br />MGT <br />22 <br />0.148"x3" <br />3965 <br />F1:775 <br />1 <br />5/8-ATR <br />F2:525 <br />CTR car I. <br />1 <br />8 <br />5 " ATR <br />-- <br />2225 <br />Fl : 650 <br />16 <br />1/4", ", <br />x3 SIDS <br />F2:630 <br />'tZ1TR/L <br />2 <br />5/8" ATE <br />-- <br />5SA5 <br />Fl : 650 <br />32 <br />1/4"'x3"" SIDS <br />F2: 630 <br />VGT1 <br />58- ATR <br />- <br />4:940 <br />Fl:1185 <br />16 <br />1/4"x3" SDS <br />F2, 590 <br />D2) VGT <br />(2) � <br />2 <br />5/8"' ATR <br />-- <br />7185-2piy 8890 <br />3P IV <br />F1:1195 <br />32 <br />1/4'x3" SIDS <br />F2: 590 <br />IDTT2Z <br />1 <br />8 <br />1/2" ATR <br />1/4'x3" S AS <br />1825-2x.4 m ire <br />2145- 2 2x4m!n <br />H1T4 <br />1 <br />5/87ATR <br />3610 <br />18 <br />0.148"x3-1/2" <br />HTT5 <br />1 <br />5/8"ATR <br />-- <br />4670 <br />-- <br />26 <br />0.148"x3"' <br />HTT5KT1 <br />5/8" ATR <br />-- <br />5445 <br />-- <br />6 <br />SID1€2-1/2"' <br />ABU44Z <br />1 <br />5/ 8 ATR <br />7570 <br />1900 <br />-- <br />1.2 <br />0.162"x3-1/2- <br />rOLIS6 <br />1 <br />5/8" TFt <br />18205 <br />2475 <br />-- <br />12 <br />0..162"ix3-1 <br />[+'§ - <br />H2.5A <br />10 <br />0.131"x2- 2 " <br />-- <br />565 <br />F1: 110 <br />F2: 110 <br />1-110A <br />18 <br />0.148"x1-1/2" <br />1340 <br />F1:565 <br />F2: 285 <br />H10A-2 <br />18 <br />0.148"x1-1/2" <br />-- <br />1080 <br />F1:680 <br />F2:260 <br />H C48 <br />14 <br />1/4"x2-3/4"' Tten 2 <br />3500 <br />1135 <br />-- <br />6 <br />t� <br />a 14W' 3"E <br />WS26' <br />4 <br />0.148"x3" <br />865 <br />1165 <br />-- <br />SPIH4 <br />12 <br />0.148"x1-1/2" <br />-_ <br />Side: 640 <br />Center. ; 1280 <br />IDTC 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 />F1; 650 <br />F2: 670* <br />SD' C15600 <br />1 <br />STD C1560K) <br />-- <br />615 <br />F1:130 <br />F2. 225 <br />SIDWC1.5450 <br />1 <br />SC C154 <br />-- <br />295 <br />F2:150 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />71 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />1/6/21 <br />DATE %%I111111 <br />r STA IF a <br />e RID <br />ff11111110% <br />C5 <br />m <br />0 <br />N <br />0 <br />N <br />a- <br />0 <br />U <br />0 <br />w ` <br />0 <br />0 <br />1<v <br />MC <br />00 <br />•�r^1+ <br />o <br />L <br />V , <br />0 <br />0 <br />0111 <br />a� <br />U <br />`Y' <br />c� <br />c$ <br />T'1 <br />� <br />w <br />0 <br />bJD <br />N <br />I� <br />1 <br />• <br />i <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />