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y <br />cr <br />r :1 oil <br />Dk7A1LAT7YPICALTI v#HEEL<011C <br />ROOF TRUSS ON MASONRY <br />Scab: <br />1 /2"=1'-0" <br />2x4 BLOCKING AT 2'-0' — <br />O.C. w/ (2) 12d TOE NAILS <br />EACH END TO TRUSS <br />Fie Nanw: <br />RWM-010 <br />SHEATHING SEE PLAN <br />FOR ATTACHMENT <br />PRE ENGINEERED <br />TRUSSES AT 24' O.C. <br />BOND BEAM PER SHEATHING PER PLAN <br />PLAN AND SCHEDULE <br />��META`16 AT BLOCKING w/1/4" <br />8" CMU WALL. SEE PLAN MAX. GAP FROM TOP OF <br />FOR VERT. RELINE, WALL TO BOTT. OF BLOCKING <br />R07 NWALL BRACING AT NON -BEARING EXTERIOR WALL <br />(8) 10d NAILS EACH <br />ENGINEERED WOOD <br />ROOF TRUSS AT 24" <br />O.C. MAX. <br />CMU WALL <br />(4) 1 /4' b 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 MISSED TRUSS STRAP REPAIR <br />{TYPICAL CMU WALL CONFECTION) <br />STRUCTURAL SHEATHING PER PLAN <br />20 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. 20 w/ (2) 12d NAILS <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 1" 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 />'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 />SIDE NAIL ALL "L' BACKS AND STRONGBACKS w/ 12d's <br />AT 6" O.C. NOTCH 'L" BACKS AT TOP AND BOTTOM. <br />STRUCTURAL SHEATHING <br />SEE PLAN FOR ATTACHMENT <br />NAIL BOTTOM CHORD OF GABLE / <br />TRUSS w/ 12d's AT 4' O.C. <br />CONTINUOUS <br />STRUCTURAL <br />SHEATHING SEE P <br />FOR ATTACHMENT <br />FIELD NAILIN <br />PER PLAN <br />WOOD <br />R09 qMBL.UENVDTM <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />26 FASCIA <br />1 x6 w/(3) 8d @ <br />EA. OUTLOOKER <br />20 OUTLOOKER <br />PER DRAWINGS <br />2x4 FASCIA <br />rW VLAN 2x4 BETWEEN EA. <br />OUTLOOKER w/(2) <br />10d TOENAILS _ <br />EDIMENT BLOCKING @ GABLE <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />MIN, 9" LONG 20 GA. <br />FLAT STRAP w/ (8) 10d <br />SHEATHING PER _ OR <br />_ <br />PLAN. <br />2x4 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />RnVALLEY SET OVER FRAME <br />�-- <br />PRE-ENGINEERED ROOF <br />TRUSSES @ MAX. 24" O.C. <br />SHEATHING PER ARCH - 10 FURRING AT <br />MAX. 16" O.C. w/ <br />INSTALLED PER MANUF. (3)10d AT EA TRUSS <br />sot EXTERIOR CEILING FURRING <br />SCALE N.T,S. <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER —OR— <br />PLAN. <br />(1) <br />SDWC15600 TRUSS SCREW <br />TO EVERY TRUSS BELOW <br />2x4 BLOCKING AT DIAGONALS ONLY. <br />2z4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />ATTACH AT EACH END w2 12dTOENAILS. <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />NAIL SHEATHING TO <br />AT 6" O.C. w/ MINIMUM 8d NAILS, BLOCK 4 BAYS BACK <br />STRUCTURAL SHEATHING PER PLAN <br />BLOCKING AT 6" O.C. w/ MINIMUM <br />FROM GABLE TRUSS. <br />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT <br />8d NAILS. BLOCK4 BAYS BACK <br />FROM GABLE TRUSS. <br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS <br />WHEN SECOND BRACE IS REQUIRED, <br />SIDE OF BLOCKING. <br />TOP CHORD w/ (2)-16d NAILS AT 24" D.C. <br />NAIL TO OPPOSITE SIDE OF BLOCKING. <br />CONT. 2z4 w/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />PRE-ENGINEERED WOOD <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />3 <br />TRUSSES AT 2'-0" Q.C. MAX. 3 <br />SEE PLAIN FOR ATTACHMENT OF ALL <br />ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48 <br />/Z <br />STRUCTURAL SHEATHING. <br />O.C. @ APPROX. 45-DEG ANGLE, <br />TRUSS ANCHOR 3 <br />SEE CONN. CHART <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE <br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP <br />2x4 "L" BACK. <br />NAILED w/ (2) ROWS 10d GUN NAILS @ 8' O.C. <br />BOND BEAM PER PLAN- <br />2. AT VERTICALS OVER 6'-6" TO 8'-4" <br />"L' <br />(ONE ON EACH SIDE OF BRACE TO TOP PLATE). <br />SHTG <br />USE (2) 20 BACKS (1 EA, SIDE) (OR <br />FRAME PER CASE 3 BELOW) <br />/ SHEATHING PER PLAN <br />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 />WASHERS AND 7" EMBEDMENT. <br />MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED <br />BEAM PER PLAN. FOR RAKED BEAM AT VAULTED <br />CONDITION, SEE PLAN AND DETAIL. <br />a 20 <br />2x4 NAILED FLAT TO TOP OF BRACE ("T' 2x6 NAILED <br />BRACE) NAILED TO DIAG. w/ 10d GUN @TOP <br />NAILS @ 8" O.C. BUTT JOINT ALLOWED <br />(48' MIN MEMBER LENGTH), BRACED <br />REQUIRED TO BE CONTINUOUS OVER DIAG. <br />BRACE SPLICE SHOWN <br />BLOCKING AT 48" O.C. - <br />'USS BAYS <br />FRAMING 2x6 NAILED @ BOTTOM <br />PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />'S BRACING DETAIL <br />GABLE END <br />—FASCIA x <br />SEE ARCH. BLOCKING <br />DRAWINGS 3. AT VERTICALS OVER 8'-4" TO 13'-0' <br />8" CMU WALL OR USE ONE 2x4 "L" BACK AND AN <br />LINTEL, SEE PLAN SHEATHING PER ADDITIONAL DIAGONAL BRACE IS REQUIRED <br />FOR REINFORCEMENT PLAN AT THE PEAK AND AT EVERY OTHER <br />MASONRY VERTICAL MEMBER IN THIS RANGE. ATTACH <br />ACING w/ (5) 12d THE DIAGONAL AT MID HEIGHT AND TO THE <br />2x4 DIAGONAL BR <br />COMMON NAILS BLOCKING AND BLOCKING BELOW THE ROOF SHEATHING w/ <br />p p (5) 12d's AT EACH END. IN ADDITION TO <br />TO THE L BACK. UNLESS NOTED THE SECOND DIAGONAL, A STRONGBACK IS <br />OTHERWISE ON PLANS, PROVIDE ALSO REQUIRED AT THESE VERTICALS AND <br />ONE BRACE AT THE PEAK AND THE MUST BE ATTACHED TO EACH "L" BACK <br />REMAINDER AT 48" O.C. DIAGONALS NTH (2) 12d's AND ONE SIMPSON H2.5A <br />OVER 8'-0" MUST HAVE AN OR ONE USP RT5 CONNECTOR. <br />TRUSS ANCHOR ADDITIONAL T" BRACE ATTACHED <br />SEE CONN. CHART TO THE NARROW EDGE w/ /12d's SIDE NAIL ALL "L" BACKS AND <br />FRAMING PER PLAN AT 6" O.C.. "T" BRACE LENGTH TO STRONC3ACKS w/ 12d's AT 6" O.C. NOTCH <br />BE THE DIAGONAL'S LENGTH MINUS "L" BACKS AT TOP AND BOTTOM. <br />12" FROM EACH END, <br />DUTCH HIP GABLE TRUSS BRACING DETAIL <br />R09B <br />"X" = 107. "X" = 10% <br />HOUSE WIDTH � OO HOUSE WIDTH <br />X <br />OX <br />RIDGE::/ X RIDGE <br />GABLE END QQ GABLE END f <br />WOOD <br />BOSTON HP <br />CABLE Ix <br />"X" = 107. OF <br />HOUSE WIDTH <br />HP <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 DIMEN90N "X" = 10% HOUSE WIDTH <br />"X" <br />"X" <br />TILE 15/32' SPAN RATED PLYWOOD <br />OR OSH <br />PANEL EDGES C SUPPORTS (1) <br />6" D.C. <br />6" O.C. <br />4" O.C. <br />PANEL FIELD 1 <br />6" D.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: ' DESIGNED WITH ENGINEERING <br />1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. RATIONAL THAT MEETS ASCE7-16 <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 />R11 ,.ROOF SHEATHING ATTACHMENT DIAGRAM <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />PLAN. <br />20 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 />20 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 />Z�m, PARTIAL GABLE END TF <br />I1V�7V 1"" <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 BRAGNG w/ (5) 12d COMMON <br />NAILS EA. E4ND � 32' MAX. SPAGNG <br />IF LENGTH IS LESS THAN 4'-0' USE 2x4 "L' BACK, <br />IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 "L" <br />BACKS, NAIL "L' BACKS w/12d 0 12'0.C.(NOTCHED <br />0 TOP w/2-12d TOENAILS <br />`L' BACK -EXTEND 6" PAST <br />LOWER ROOF SHEATHING <br />DETAIL <br />PARTIAL GABLE <br />00o Fieldstone "'�" •''' <br />" <br />C.O.A# ARCHITECTURE: ,r Qi •' <br />AA26002802 <br />C.O.A.# ENGINEERING: _ f <br />29349 <br />E BENJAMIN NIESE, P <br />P.E.# 86025 <br />❑ TAN MCCULLOUGH, PE OF <br />P.E.# W956NCO <br />09/10/2021 <br />DATE SIGNrD_ 11111��, <br />tPulteGre6p- <br />PRODUCT MANAGER <br />I RELEASE I <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hi h ate <br />NPC CHfM NU ER <br />2811.5W <br />SHEET <br />S4,1 <br />