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CONTINUOUS STRUCTURAL SHEATHING <br />TRUSS ANCHOR PER PLAN <br />STRUCTURAL SHEATHING <br />SEE PLAN AND DETAILS FOR <br />ATTACHMENT <br />DETAIL AT RAISED HEEL <br />PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. <br />TRUSS ANCHOR PER PLAN <br />FASCIA <br />SEE ARCH. DRAWINGS <br />BOND BEAM PER PLAN <br />R01 <br />2x BLOCKING AT <br />SHEATHING EDGES <br />NOTE: <br />REFER TO ARCHITECTURAL <br />DRAWINGS AND/ OR TRUSS <br />MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE <br />INFORMATION. (i.e. HEEL <br />HEIGHTS, SLOPE, OVERHANGS). <br />THING PER PLAN <br />IOOF TRUSS ON MASONRY <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 />R 0 8 B WALL BRACINWA� EARING WALL <br />"X'=10% <br />H(HISF WIDTH <br />cuo I vN mr <br />"X'=10% <br />HOUSE WIDTH <br />RIDGE' � <br />�t GABLE END f <br />GABLE <br />20 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />1 x6 wA3) 8d 0 <br />EA. OUTLOOKER <br />20 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 />SHEATHING SEE PLAN <br />FOR ATTACHMENT <br />PRE ENGINEERED <br />TRUSSES AT 2e O.C. <br />20 BLOCKING AT 2'-0' <br />O.C. w/ (2) 12d TOE NAILS <br />EDIMENT BLOCKING @ GABLE <br />EACH END TO TRUSS <br />SHEATHING PER PLAN <br />-VALLEY SET TRUSSES <br />AT 24" O.C. <br />-ROOF SHEATHING <br />VALLEY SET TRUSSES <br />VALLEY SET TRUSSES <br />BOND BEAM PER <br />PLAN AND SCHEDULE <br />META16 AT BLOCKING w/1/4' <br />PER PLAN <br />AT 24" O.C. <br />AT 24' O.C. <br />MAX. GAP FROM TOP OF <br />-MIN. 9" LONG 20 GA. <br />ROOF SHEATHING <br />PER PLAN <br />ROOF SHEATHING <br />PER PLAN <br />8' CMU WALL. SEE PLAN <br />FOR VERT. REINF. <br />WAIL TO BOTT. OF BLOCKING <br />FLAT STRAP w/ (8) 10d <br />BRACING <br />AT NON -BEARING EXTERIOR WALL <br />-SHEATHING PER _OR_ <br />SHEATHING PER _OR_ <br />SHEATHING PER <br />RO7 <br />"WALL <br />PLAN. <br />PLAN. <br />PLAN. <br />20 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />ona VALLEY SET OVER FRAME <br />i xvv 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. 20 w/ (2) 12d NAILS <br />1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 2x4 'L" BACK. <br />SHEATHING PER ARCH —� tz4 FURRING AT <br />" O.C. w/ 2. AT VERTICALS OVER 6'-6' TO 8'-4' USE (2) 2x4 'L" <br />INSTALLED PER MANUF. MAX. 16 <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 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 />"X' = 10% OF <br />HOUSE WIDTH —� <br />O ® 7 <br />RIDGE <br />HP x <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 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. BLOCK 4 BAYS BACK <br />FROM GABLE TRUSS. <br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />SIDE OF BLOCKING. <br />2x6 DIACONAL BRACING w/ (5) 10d COMMON NAILS TO <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />3 ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48' <br />O.C. 0 APPROX. 45-DEG ANGLE. <br />'LICE DETAIL FGIt DIAGONAL 4' LAP WITH "T' LAP <br />93! SNAILED 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 />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. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10" <br />STRUCTURAL SHEATHING C M U ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2'x2" PL. <br />SEE PLAN FOR ATTACHMENT WASHERS AND 7' EMBEDMENT. <br />,< NAIL BOTTOM CHORD OF GABLE MASONRY WALL w/ HORIZ JOINT REINF 016' O.C. <br />TRUSS w/ 12d's AT 4' O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER <br />PLAN. FOR RAKED BEAM AT VAULTED CONDITION, SEE <br />/ CONT. 2x4 PLAN AND DETAIL. <br />/ \ 2x4 NAILED FLAT TO TOP OF BRACE ("T" NAILED <br />CONTINUOUS BRACE) NAILED TO DIAL. w/ 10d GUN 2 TOP <br />STRUCTURAL NAILS 0 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 % BRACE SPLICE SHOWN <br />PER PLAN \ 20 BLOCKING AT 48' O.C. - <br />\ -1--,3 TRUSS BAYS <br />FRAMING 2x6 NAILED 0 BOTTOM <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 />R11 "ROOF SHEATHING ATTACHMENT DIAGRAM <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 ".GABLE END TRUSS BRACING DETAIL <br />GABLE END <br />20 LADDER FRAMING AT 24' O.C. 1EQ'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 />20 BLOCKING AT DIAGONALS ONLY. ATTACH AT <br />EACH END w/ (2)12d TOENAILS. NAIL SHEATHING <br />TO BLOCKING AT 6' O.C. w/ MNMUM 8d NAILS. <br />BLOC( 8'—O' 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'-0' USE 201' BACK, <br />IF LENGTH IS GREATER THEN 4'—O' USE (2) 20 'L' <br />Ica BACKS. NAIL 'L' BACKS w/12d 012'O.C.(NOTCHED <br />0 TOP w/2-12d TOENAILS <br />'L' BACK —EXTEND 6' PAST <br />LOWER ROOF SHEATHING <br />SHEATHING PER PLAN) <br />R09C ARTIAL GABLE END TRUSS DETAIL <br />PARTIAL GABLE <br />(8) 10d NAILS EACH `. <br />(1) SDWC15600 TRUSS SCREW <br />TO EVERY TRUSS BELOW <br />2x4 PURUN 0 EA VALLEY <br />TRUSS. NAIL TO COMMON <br />TRUSS w/(3) 16d GUN NAILS <br />BOTTOM CORD OF VALLEY <br />TRUSS NAILED TO PURUN <br />w/ 10d GUN NAIL 0 e 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 AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK <br />2x4 LADDER FRAMING AT 2e O.C. REQ'D AT FROM GABLE TRUSS. <br />OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />TOP CHORD w/ (2�16d NAILS AT 24' O.C. SIDE OF BLOCKING. <br />CONT. 2x4 w/ (2)12d NAILS <br />STRUCTURAL SHEATHING <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 2'-0' O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL <br />SHEATHING. <br />TRUSS ��� 3 1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 `L" BACK. <br />SEE CONN. CHART <br />BOND BEAM PER 2. AT VERTICALS OVER 6'-6" TO 8'-e USE (2) 2x4 'L.' <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />FASCIA x SHTG. 3. AT VERTICALS OVER 8'-4" TO 13'-0' USE ONE 2x4 <br />SEE ARCH. BLOCKING 'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS <br />DRAWINGS 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 />8' CMU WALL OR UNTO, 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 />C M U 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 />I 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 />1 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 UTCH 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 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 />nRlMISSED TRUSS STRAP REPAIR <br />(TYPICAL CMU WALL CONNECTION) <br />000 Fiel&tone " <br />,.��`��p Nz ie <br />F <br />C.O.A.# 29349 <br />.' <br />3400 AUBURN RD., #200 <br />NO. 6 <br />AUBURN HILLS, MI 48326 �' <br />(248)622-4035 <br />N BENJAMIN NIESE <br />P.E.# 86025 <br />❑ THOMAS A. WEBER, PE STAT F <br />P.E.# 73242 <br />FLORIDA <br />07_14-2020 <br />DATE SIGNE—F— <br />__j/l1111111��� <br />0 <br />N <br />95 <br />0 <br />U <br />*PultoGroup- <br />PRODUCT MANAGER <br />RELEASE <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Nte <br />P(LLAAN�N�A�M�E��j (�j� J� <br />ld 1L�111'1t71 \ l l]UA <br />NPC CHILD NUMBER <br />2810.500 <br />SHEET <br />S4.1 <br />