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STRUCTURAL SHEATHING, SEE PLAN AND DETAILS rnn " n""""' <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 TRUSS w/ (3)1 Od NAILS, 24' O.C. <br />CONTINUOUS STRUCTURAL CENTER MAX. SPACING <br />SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING <br />SHEATHING DETAIL NAIL PER TYPICAL SHEATHING DETAI <br />TYPICALTRUSS ANCHOR <br />PER PLAN DETAIL AT TRUSS HEEL > 91/4' TYPICAL ........ <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 />FETAL AT TYPICAL TRUSS w/ HEEL < 91 /4' <br />or,�OOF TRUSS ON MASONRY <br />1 IV 1 Seale: File Name: <br />1 /2"=1'-0" 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 <br />AND SCHEDULE SHEATHING <br />AM PER PLAN <br />R08B WALL �BRAOIN[GAT BEARING WALL <br />"X" = 10% <br />HOUSE WIDTH - <br />0 <br />RIDGE <br />OO GABLE END <br />BOSTON HIP <br />"X" = 10% <br />® HOUSE WIDTH <br />tv/ <br />x O O 3 <br />x_ <br />2 <br />x <br />RIDGE <br />><I GABLE END <br />GABLE X <br />20 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />1 x6 w/(3) 8d 0 <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 />SHEATHING PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />'EDIMENT BLOCKING GABLE <br />an <br />-VALLEY SET TRUSSES <br />AT 24" O.C. <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 />FLAT STRAP w/ (8) 10d <br />PER PLAN <br />-SHEATHING PER <br />SHEATHING PER ` <br />PLAN. _ O R_ <br />PLAN. - O R- <br />2x4 BLOCKING UNDER TRUSS <br />(1) SDWC15600 TRUSS SCREW <br />ENDS. NAIL TO TRUSS CHORDS <br />TO EVERY TRUSS BELOW <br />w/ (3) 10d EACH END. <br />VALLEY SET OVER FRAME <br />I 1 V V I= <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 />- L <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L' BACK. <br />� SHEATHING PER ARCH 10 FURRING ATMAX. 16" O.C. w/ 2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L" <br />INSTALLED PER MANUF. (3)10d AT EA TRUSS BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />sot EXTERIOR CEILING FURRING 3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4 <br />SCALE N.T.S. I" 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 />"X" = 10% OF <br />HOUSE WIDTH ----- \ <br />'r <br />OD 0 7 <br />X / <br />C� <br />RIDGE <br />0 <br />HIP X] <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />PLAN. <br />-- -- - - -- <br />- <br />1E PLAN <br />MENT <br />:RED <br />24" O.C. <br />20 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/l/4" <br />MAX. GAP FROM TOP OF <br />8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING <br />FOR VERT. REINF. <br />R07 "WALL BRACING AT NON -BEARING EXTERIOR�W ALL <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 />20 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. 20 w/ (2) 12d NAILS <br />F7 <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 SHT6 <br />SEE ARCH. BLOCKING <br />DRAWINGS <br />SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's �-SHEATHING PER PLAN <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 />1-9 ('�MI ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"x2" PL. <br />STRUCTURAL SHEATHING <br />�+ u WASHERS AND 7" EMBEDMENT. <br />SEE PLAN FOR ATTACHMENT <br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF 016' O.C. <br />x TRUSS w/ 12d's AT 4" O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER <br />nl AAI rnn nAVCn ❑G11 AT \/Alll Trn nnAINTnAI crr <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' _...­'ROOF <br />IDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE <br />ROOF SHEATHING ATTACHMENT DIAGRAM <br />/ <br />CONT. 2x4 PLAN AND DETAIL <br />\ 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED <br />CONTINUOUS / <br />BRACE) NAILED TO DIAG. w/ 10d GUN @ TOP <br />STRUCTURAL <br />NAILS 0 8" O.C. BUTT JOINT ALLOWED <br />SHEATHING SEE PLAN <br />(48" MIN MEMBER LENGTH), BRACED <br />FOR ATTACHMENT <br />REQUIRED TO BE CONTINUOUS OVER DIAG. <br />BRACE SPLICE SHOWN <br />FIELD NAILING <br />PER PLAN \ <br />2x4 BLOCKING AT 48' O.C. - <br />SS BAYS <br />3 TRUSS <br />\ / <br />WOOD <br />FRAMING 2x6 NAILED 0 BOTTOM <br />PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />END <br />TRUSS BRACING DETAIL <br />R09 "GABLE <br />GABLE END <br />20 LADDER FRAMING AT 24' O.C. REQ'D AT <br />(8) 10d NAILS EACH <br />OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS <br />20 BLOCKING AT DIAGONALS ONLY. ATTACH AT <br />TOP CHORD w/ (2)-16d NAILS AT 24' O.C. <br />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 NAILS <br />BLOCK 8'-0' BACK FROM GABLE TRUSS. <br />NAL BRACING w/ (SSPACING COMMON <br />'NAILDIEA. <br />/ E4ND 0 332" MAX. <br />STRUCTURAL SHEATHING PER PLAN <br />2x BLOCKING BETWEEN EA <br />II <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) 20 "L" <br />2x LEDGER w/2-10d @ EA. <br />BACKS. NAIL "L" BACKS w/12d @ 121C.(NOTCHED <br />CROSSING TRUSS MEMBER <br />@ TOP w/2-12d TOENNLS <br />FOR ROOF SHEATHING <br />'L" BACK -EXTEND 6' PAST <br />NNUNG <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLAN-' <br />PARTIAL GABLE END TRUSS DETAIL <br />R09C PARTIAL GABLE <br />CMU <br />20 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) 2x4 "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 />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 />Be 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 />WOOD FRAMING PER PLAN <br />R09B PUT�CH�IIP 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 />COND110NS 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 MISSED TRUSS STRAP REPAIR <br />ka <br />(TYPICAL CMU WALL CONNECTION) <br />FASTEN ERS <br />ALLOWABLE LOADS <br />CONNECTOR <br />CLTY <br />TYPE <br />GRAVITY <br />(Ibs) @1.0 <br />UPLIFT(lbs) @ <br />1.6 <br />LATERAL <br />Ibs @ 1.6 <br />META16 <br />8 <br />0.148"xl-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) META 16 <br />1- IV <br />10 <br />0.148"'xl-1%2"' <br />-- <br />1$75 <br />F 1: 680 <br />F2:770 <br />(2) META16 <br />2- or 3- oly <br />14 <br />0.162"x3-1/2" <br />-- <br />1795 <br />F1:1285 <br />1080 <br />(2) HETA16 <br />1-ply <br />10 <br />0.148"x1 1/2" <br />-- <br />1920 <br />F1: 680 <br />F2:770 <br />(2) HETA16 <br />2- or 3- ply <br />12 <br />0.162"x3-1/2"' <br />-- <br />2365 <br />F1:1350 <br />F2 :1430 <br />HSTtvT16 <br />8 <br />0.148"'xi- 2" <br />-- <br />1110 <br />F1:120 <br />4 <br />9/4"xl-3/4"' Tten 2 <br />F2: 90 <br />MTS12 <br />14 <br />0.148"xl-1/2" <br />-- <br />990 <br />-- <br />MfS16 <br />14: <br />0.148"'x1- 2" <br />-- <br />990 <br />-- <br />HTS16 <br />16 <br />0.148"x1-1/2" <br />-- <br />1310 <br />-- <br />HTS20 <br />24 <br />0.148"x1-1/2" <br />-- <br />1310 <br />L.STA12 <br />10 <br />0.148"x2-1/2" <br />-- <br />925 <br />_- <br />LSTA18 <br />14 <br />0.148"x2- 2°' <br />-- <br />1235 <br />-- <br />LSTA30 <br />22 <br />0.148"x2-1/2" <br />-- <br />1640 <br />-- <br />MSTA30 <br />22 <br />0.148"x2-1/2" <br />2050 <br />-- <br />MSTC52 <br />62 <br />0.148"x3-1/4" <br />-- <br />4735 <br />- <br />MSTCM40 <br />10 <br />4"x2-1 4"' Titen 2 <br />-- <br />2800 <br />-- <br />14 <br />0.148"x3-1/4" <br />lVIGT <br />22 <br />0.148"x3" <br />_- <br />3965 <br />F1:775 <br />1 <br />5/8"' ATR <br />F2.525 <br />VGTRor L <br />l <br />5 $" ATR <br />-- <br />2225 <br />F1: 650 <br />16 <br />1/4"'x3" SOS <br />F2:630 <br />VGTR/L <br />2 <br />5/8" ATR <br />- <br />5545 <br />F1: 650 <br />32 <br />1/4"' x3" SUS <br />F 2: 630 <br />V GT <br />1 <br />S 8" ATR <br />- - <br />4940 <br />F 1: 1185 <br />16 <br />1/4'x3" SDS <br />F2: 590 <br />(2) VGT <br />2 <br />5/8' ATR <br />7185-2ply 889Ct <br />3 I <br />F1:1185 <br />32 <br />1/4"'x3" SDS <br />F2: 590 <br />DTT2Z <br />1 <br />8 <br />l/2"ATR <br />1/4"x3" SDS <br />- <br />1825-2x4min <br />2145-(2)2x4min <br />-- <br />HTT4 <br />1 <br />5/8"' ATR <br />-- <br />3610 <br />-- <br />18 <br />0.148"x3-1/2" <br />HTT� <br />1 <br />5 8" ATR <br />-- <br />4670 <br />-- <br />26 <br />1 0.1M" x3" <br />FfT iSKT <br />1 <br />5/8" ATR <br />-- <br />5445 <br />-- <br />26 <br />SD#1Ox2-1/2" <br />ABU44Z <br />1 <br />5/8" ATR <br />7570 <br />1900 <br />-- <br />12 <br />0.162"x3-1/2" <br />ABU66Z <br />1 <br />5 8 ATR <br />18205 <br />2475 <br />-- <br />12 <br />0.162"'x3-1/2'1 <br />H2.5A <br />10 <br />0.131"x2-1/2" <br />-- <br />565 <br />F1:110 <br />F 2:110 <br />H10A <br />18 <br />0.148"xl-1/2" <br />1340 <br />F1:565 <br />F2:285 <br />HDIA-2 <br />18 <br />0.148"xl-1/2" <br />-- <br />1080 <br />F1:680 <br />F2:260 <br />1ILiC48 <br />14 <br />1/4"x2-3/4"' Titen 2 <br />3500 <br />1135 <br />-- <br />6 <br />0. 8"i x3 " <br />LUS26 <br />4 <br />0.145 x3 <br />865 <br />1165 <br />-- <br />SPH4 <br />12 <br />0.148"x1-1/2" <br />SiSide: 640 <br />Center : 1280 <br />DTC clips <br />4 <br />3/16"x2-3/4" TTten 2 <br />-- <br />-- <br />F1: 85 <br />2 <br />0.131"x21/2" <br />F2:135 <br />A35 <br />12 <br />0.131"x1-1/2" <br />-- <br />-- <br />F1:650 <br />F2:670* <br />SDWC15600 <br />1 <br />SDWC15600 <br />-- <br />615 <br />F1:130 <br />F2:225 <br />SDWC15450 <br />1 <br />SDWC15450 <br />-- <br />295 <br />F2:150 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />u <br />O <br />1 <br />e-� <br />0o <br />O <br />� <br />O <br />011% <br />�j <br />UCf) <br />c3 <br />V <br />O <br />b�Dco <br />4­0 <br />N <br />� <br />tPulte <br />�1 <br />!�1 <br />N <br />m <br />OV4 <br />V <br />Co <br />00 <br />l\ <br />L\ <br />\U <br />W <br />0 <br />Cn <br />1 I_j <br />� I <br />1 ~� <br />w <br />-1c Q <br />0 <br />w <br />0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />29349 Single Famil <br />f-1 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORID Mte <br />2/16/21 <br />DAT,`',�111I!! !! <br />PLAN NAME <br />NPC CHILD NUMBER <br />.� <br />6.860 = 2810.500 <br />�Q ATE � ' SHEET <br />IDPI <br />. ........S4.1 <br />//110NAL <br />