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iii <br />YI 1, <br />ICI <br />I <br />1 F: r t <br />II) I <br />r► <br />I <br />STItIc URIILafATFriti, <br />SIB: PUTT AND DEW FOR <br />ATTAOAW <br />Pmeamowom <br />7RMAT24F0.G.WUC <br />TwANC1i0A <br />PER PLM <br />ImmoNq <br />�D BFJW PBi PUW <br />DETAlLATTYPr&TKWwHEEL <B IM <br />ROOF TRUSS ON MASONRY <br />5calm <br />1 /2"=1'-0" <br />2x4 BLOCKING AT 2'- <br />O.C. w/ (2) 12d TOE <br />EACH END TO TRUSS <br />BOND BEAM I <br />PLAN AND SC <br />8' CMU WALL. SEA I LN\ <br />FOR VERT. REINF, <br />WALL BRACING AT NON -BEARING <br />Ilv! 1"u <br />STRUCTURAL <br />SHEATHING PER PLAN <br />PRE ENGINEERED — <br />TRUSSES AT 24" O.C. <br />Fie Name: <br />RWM-010 <br />TURAL <br />HING SEE PLAN <br />TTACHMENT <br />NGINEERED <br />ES AT 24' O.C. <br />HING PER PLAN <br />6 AT BLOCKING w/l /4" <br />GAP FROM TOP OF <br />WALL TO BOTT. OF BLOCKING <br />EXTERIOR WALL <br />TRUSS ANCHOR <br />PER PLAN <br />BOND BEAM PER PLAN LlSHEATHING <br />AND AND SCHEDULE PER PLAN <br />R08B WALL BRACING AT BEARING WALL <br />(8) 10d NAILS EACH ' <br />(4) 1/4' 0 c 2-1/4' M, <br />ENGINEERED WOOD <br />ROOF TRUSS AT 24' <br />O.C. MAX. <br />CMU WALL <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. O EACH MISSEDL <br />2, UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. 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 OONt'Ecmm <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. 2x4 w/ (2) 12d NAILS <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 RANG. 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 />2x4 OUTLOOKER <br />PER DRAWINGS <br />26 FASCIA <br />lx6 03) 8d @ <br />EA. OUTLOOKER <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />24 FASCIA <br />rw rLAN 20 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 _ O D _ <br />PLAN. I\ <br />2z4 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />one VALLEY SET OVER FRAME <br />PRE-ENGINEERED ROOF <br />TRUSSES 0 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 />soi 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) SDWC15600 TRUSS SCREW <br />TO EVERY TRUSS BELOW <br />2x4 BLOCKING AT DIAGONALS ONLY. <br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />ATTACH AT EACH END w/ (2) 12d <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />TOENAILS. 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' O.C. <br />NAIL TO OPPOSITE SIDE OF BLOCKING. <br />CONT. 2z4 w/ (2) 12d NAILS <br />STRUCTURAL SHEATHING <br />x6 DIAGONAL BRACING w/ (5) lOd COMMON NAILS TO <br />PRE-ENGINEERED WOOD <br />LOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />3 <br />tO2 <br />'"D.C.MAX.EE <br />TRUSSES AT 2-0QMAX3NE <br />PLAN FOR ATTACHMENT OF ALL <br />BRACE NEAR THE PEAK AND THE REMAINDER AT 48 <br />STRUCTURAL SHEATHING. <br />.C. @ APPROX. 45—DEG ANGLE,TRUSS <br />0 <br />ANCHOR 3 <br />SEE CONN. CHART <br />1. AT VERTICALS 3'-6' TO 6'-6" USE ONE <br />PLICE DETAIL FOR DIAGONAL 4' LAP WITH "T' LAP <br />2x4 "L" BACK. <br />NAILED w 2 ROWS 10d GUN NAILS @ 8' O.C. <br />/ () <br />BOND BEAM PER P <br />2. AT VERTICALS OVER 6'-6" TO 8-4* <br />j��(2) SIMPSON A23 w/ (8) 10d x 1-1/2' <br />USE (2) 2x4 'L" BACKS (1 EA, SIDE) (OR <br />(ONE ON EACH SIDE OF BRACE TO TOP PLATE). <br />SHTG <br />FRAME PER CASE 3 BELOW) <br />SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's <br />'--SHEATHING PER PLAN <br />AT 6' O.C. NOTCH "L" BACKS AT TOP AND BOTTOM. <br />PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10" <br />ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2"z2' PL <br />STRUCTURAL SHEATHING <br />CMU <br />WASHERS AND 7' EMBEDMENT. <br />SEE PLAN FOR ATTACHMENT <br />NAIL BOTTOM CHORD OF GABLE <br />MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED <br />TRUSS w/ 12ds AT 4' O.C. <br />BEAM PER PLAN. FOR RAKED BEAM AT VAULTED <br />CONDITION, SEE PLAN AND DETAIL. <br />/ <br />CONT. 20 <br />\ <br />20 NAILED FLAT TO TOP OF BRACE ('T' 2x6 NAILED <br />CONTINUOUS , <br />BRACE) NAILED TO DIAG. w/ 10d GUN @TOP <br />STRUCTURAL <br />NAILS @ 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 />2 4 BLOCKING AT 48" 0 C - <br />\ 3xTRUSS BAYS <br />— / 2x6 NAILED 0 BOTTOM <br />WOOD. <br />FRAMING <br />PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 GABLE END TRUSS BRACING DETAIL <br />Kls GABLE END <br />—FASCIA x <br />SEE ARCH BLOCKING <br />DRAWINGS 3. AT VERTICALS OVER 8'-4" TO 13'4 <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 RANG. ATTACH <br />2z4 DIAGONAL BRACING w/ (5) 12d THE DIAGONAL AT MID HEIGHT AND TO THE <br />COMMON NAILS TO BLOCKING AND BLOCKING BELOW THE ROOF SHEATHING w/ <br />\ TO THE "L" BACK. UNLESS NOTED (5) 12ds AT EACH END. IN ADDITION TO <br />OTHERWSE ON PLANS, PROVIDE THE SECOND DIAGONAL, A STRONGBACK IS <br />ONE BRACE AT THE PEAK AND THE ALSO REQUIRED AT THESE VERTICALS AND <br />REMAINDER AT 48° O.C. DIAGONALS MUST BE ATTACHED TO EACH "L" BACK <br />WITH (2) 12d's AND ONE SIMPSON H2.5A <br />OVER 8'-0° MUST HAVE AN <br />;ANCHOR <br />ADDITIONAL 7 BRACE ATTACHED OR ONE LISP RT5 CONNECTOR. <br />;ONN. CHART TO THE NARROW EDGE w/ /12d's SIDE NAIL ALL "L" BACKS AND <br />NG PER PLAN AT 6' O.C.. 'T' BRACE LENGTH TO STRONGBACKS 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 />R09B 2UTCH HIP GABLE TRUSS BRACING DETAIL <br />IAlAM <br />"X" = 107. "X" = 107. <br />HOUSE WIDTH I HOUSE WIDTH <br />RIDGE <br />GABLE END <br />BOSTON HP <br />0 <br />RIDG7 <br />Q GABLE END 1 <br />GABLE X <br />'X" = 107. OF <br />H(N ICF WIDTH <br />nr <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" = 107. HOUSE WIDTH <br />'X' <br />"X" <br />OR Q�15/32" SPAN RATED PLYWOOD <br />PANEL EDGES @ SUPPORTS (1) <br />6' O.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. RATIDNAL 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 0 8" O.C. <br />20 LADDER FRAMNG 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 />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT <br />EACH ENO w/ (2) 12d TOENAILS. NAIL SHEATHING <br />TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. <br />BLOC( 8'-0' BACK FROM GABLE TRUSS. <br />2x4 DIAGONAL BRACING w/ (5) 12d COMMON <br />NAILS EA. E4ND � 32° MAX. SPAgNG <br />--- IF LENGTH IS LESS THAN 4'-0' USE 2x4 V BACK, <br />IF LENGTH IS GREATER THEN 4'-O" USE (2) 2x4 'L' <br />BACKS. NAIL 'L' BACKS w/12d 0 12'0.C.(NOTCHED <br />M TOP w/2-12d TOENAILS <br />'L' BACK -EXTEND 6" PAST <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLANJ <br />PARTIAL GABLE END TRUSS DETAIL <br />R09C UL PARTIAL GABLE <br />0 i `,`IIW11111 �/ <br />00o Fieldstone <br />C.O.A# ARCHITECTURE: i <br />AA26002802 _� • <br />C.O.A.# ENGINEERING: 0• <br />29349 — <br />N BENJAMIN NIESE, PE i <br />P.E.# W25 <br />❑ TAN MCCULLOUGH, PE S OF : <br />P.E.# 80956 CORIOp! *. <br />08/23/2021 �`S�ONAi. G <br />DATE SIGNED ���11 <br />C5 <br />a- <br />0 <br />N <br />0 <br />v <br />O <br />Q) C <br />0 <br />0 <br />� O <br />rr�^ <br />VJ <br />W <br />au � <br />V <br />tv <br />bJD <br />0 '0 <br />PESO r�—I � <br />M <br />N cs <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />inele F <br />SPECIFICATION LEVEL <br />PWte <br />PLAN NAME <br />Highgate <br />NPC CHIM NU ER <br />ml.5W <br />SHEET <br />Rol <br />