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3 <br />.o <br />_ o <br />v <br />0 <br />y <br />v <br />.n` <br />0 <br />N <br />0 <br />N <br />.r' <br />N <br />W <br />0 <br />a <br />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 PLANS . <br />FASCIA <br />SEE ARCH. DRAWINGS <br />2x BLOCKING AT <br />SHEATHING EDGES <br />NOTE: <br />REFER TO ARCHITECTURAL <br />DRAWINGS AND/ OR TRUSS <br />MANUFACTURER DRAWINGS FOR <br />SPECIFlC TRUSS PROFILE <br />INFORMATION. (i.e. HEEL <br />HEIGHTS, SLOPE, OVERHANGS). <br />Vr— ' SHEATHING PER PLAN <br />BOND BEAM PER PLAN <br />R01 "ROOF 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 />R08B WALL BRACING AT BEARING WALL <br />"X" = 10% <br />HOUSE WIDTH � <br />0 <br />— � <br />O� 2 <br />— � <br />"X" - tOq <br />HOUSE WIDTH <br />'�'I` <br />�_o o�� <br />_� <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 />2x4 FASCIA <br />SHEATHING PER PLAN. <br />GABLE TRUSS — OR — <br />PER PLAN <br />2x4 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 24" O.C. <br />2x4 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 />BOND BEAM PER <br />VALLEY SET TRUSSES PLAN AND SCHEDULE <br />META16 AT BLOCKING w/1/4" <br />PER PLAN <br />AT 24" O.C. <br />ROOF SHEATHING <br />AT 24" O.C. <br />ROOF SHEATHING <br />8" CMU WALL. SEE PLAN <br />MAX. GAP FROM TOP OF <br />WALL TO BOTT. OF BLOCKING <br />-MIN. 9" LONG 20 GA. <br />PER PLAN <br />PER PLAN <br />FOR VERT. REINF. <br />FLAT STRAP w/ (8) lOd <br />BRACING <br />AT <br />NON <br />-BEARING <br />EXTERIOR <br />WALL <br />-SHEATHING PER _OR_ <br />SHEATHING PER _OR_ <br />SHEATHING PER <br />RO7 <br />"WALL <br />P�s <br />PLAN. <br />PLAN. <br />2x4 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />R06 VALLEY SET OVER FRAME <br />PRE-ENGINEERED ROOF <br />TRUSSES ®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)-l6d 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 />SHEATHING PER ARCH -� �- 1x4 FURRING AT <br />INSTALLED PER MANUF. MAX. i6" O.C. w/ 2. AT VERTICALS OVER 6'-6° TO 8'-4" USE (2) 2x4 "L" <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 />--�-�-"�-------- "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS <br />SCALE: N.LS REQUIRED AT THE PEAK AND AT EV>�tY OTHER VERTICAL <br />`---' MEMBER IN THIS RANGE ATTACH THE DIAGONAL AT MID <br />"X" = 10% OF <br />HOUSE WIDTH <br />7 <br />/ /. <br />�� <br />C� <br />RIDGE RIDGE � RIDGES` � � ' <br />OO GABLE END � , f QQ GABLE END � � � <br />— — — — — — —, <br />x x x <br />BOSTON HIP X � 3 GABLE X �,. HIP X <br />ROOF SHEATHING NAILS ROOF FASTENING ZONES ____ ____ <br />SHINGLE: 8d RING SHANK 1 2 <br />7/16" SPAN RATED PLYWOOD OR OSB _ - - - --- <br />0.113" x 2-3/8" OFFSET DIMENSION "X" = 10% HOUSE WIDTH "X" <br />TILE 15/32" SPAN RATED PlYW00D -- -�-- - -- <br />oR OSg PANEL EDGES � SUPPORTS (1) 6" O.C. 6" O.C. <br />---------_------------- ---- " n <br />METAL: PANEL FIELD __ 1 6 O.C. 6 O.C. <br />15/32" SPAN RAPED PLYWOOD w/24 GA. <br />19/32" SPAN RATED PLYWOOD w/26 GA. <br />--- <br />-_ . .- -- <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 />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 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />3 ONE BRACE NEAR THE PEAK AND THE REMNNDER AT 48" <br />O.C. ®APPROX. 45-DEG ANGLE. <br />O SPUCE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP <br />� NALED 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 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 I I 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 � 16" O.C. <br />�..� TRUSS w/ 12d's AT 4" O.C. MAX., BOND BEAM, LINTEL BEAM OR RAKED BEAM PER <br />/ --� CONT. 2x4 PLAN• FOR RAKED BEAM AT VAULTED CONDITION, SEE <br />PLAN AND DETAIL <br />\ 2x4 NALED FLAT TO TOP OF BRACE ("T" 2x6 NAILED <br />CONTINUOUS / BRACE) NAILED TO DIAL. w/ tOd GUN ®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 />FELD NAILING / BRACE SPUCE SHOWN � ,�' <br />� PER PLAN 2x4 BLOCKING AT 48" 0 C - � <br />"X" <br />4" O.C. <br />6" O.C. <br />\ 3 TRUSS BAYS <br />� � 2x6 NAILED ®BOTTOM <br />WOOD FRAMING <br />PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 GABLE END TRUSS BRACING DETAIL <br />GABIE 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)-i6d NNLS AT 24' O.C. <br />CONT. 2x6 w/ (2) 12d NNLS —� <br />STRUCTURAL �iEATHING PER PLAN <br />2x BLOCKING BETWEEN EA. <br />TRUSS MEMBER OR TRUSS WEB. <br />2x LEDGER w/2-10d 0 EA. <br />CROSSING 1RUSS MEMBER <br />FOR ROOF SHEATHING <br />NNUNG <br />SHEATHING PER <br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT <br />EACH END w/ (2) 12d TOENNLS. NNL SHEATHING <br />TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NNLS. <br />BLOCK 8'-0" BACK FROM GABLE 1RUSS. <br />2x4 DIAGONAL BRAgNG w/ (5) 12d COMMON <br />NNLS EA. E4ND 0 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. NNL "L" BACKS w/12d 012"O.C.(NOTCHED <br />0 TOP w/2-12d TOENNLS <br />"L` BACK -EXTEND 6" PAST <br />LOWER ROOF SHEATHING <br />PARTIAL GABLE END -TRUSS DETAIL <br />R09C � PaRnaL CABLE <br />(8) 10d NAILS EACH ' <br />(1) SDWC15600 TRUSS SCREW <br />TO EVERY TRUSS BELOW <br />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 />STRUCTURAL SHEATHING <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 2'-0' O.C. MAX. <br />TRUSS ANCHOR <br />SEE CONN. CHART <br />BOND BEAM PER PLAN-� \ <br />SEE ARCH. <br />DRAWINGS <br />CMU <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 PURUN <br />w/ 10d GUN NAIL ®8" O.C. <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 NNLS. 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 2z4 "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 />"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 ADDI110N TO <br />SEE PLAN FOR PLAN THE SECOND DIAGONAL, A STRONGBACK IS ALSO <br />REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED <br />2x SHTG. <br />BLOCKING <br />\ / <br />/� <br />\ � <br />IAI/1/111 <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 BRAGNG w/ (5) 12d COMMON NNLS TO BLOCKING AND TO THE "L" <br />BACK. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE AT THE PEAK AND <br />THE REMNNDER AT 48" O.C. DIAGONALS OVER 8'-0" MUST HAVE AN ADD1110NAL "T" <br />BRACE ATTACHED TO THE NARROW EDGE w/ /12d's AT 6" O.C.. "1" BRACE LENGTH <br />TO BE THE DIAGONN_'S LENGTH MINUS 12" FROM EACH END. <br />TRUSS ANCHOR <br />SEE CONN. CHART <br />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" � 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 FlVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED <br />2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPl1FT. LOCATION. <br />3. NOT ACCEPTABLE ON MULTI -PLY 1RUSS APPLICATIONS. <br />IF FELD CONDI110NS EXCEED CONDI110NS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. <br />R13 MISSED TRUSS STRAP REPAIR <br />(TYPICAL CMU WALL CONNECTION) <br />ono Fieldstone .� �p . �. <br />C.O.A.# 29349 � <br />3400 AUBURN RD., #200 � <br />AUBURN HILLS, MI 48326 <br />� BENJAMIN NIESE '"' <br />P.E.# 86025 � � � � <br />CJ THOMAS A. WEBER, PE � TE O •� �(/� <br />P.E.# 73242 i� •. pp,.•� ���� <br />FLORIDA ��� ''••....• C7 �� <br />06-26-2N2D ��iiSjONAL �� ��� <br />0 <br />N <br />�_ <br />0 <br />U <br />O <br />� <br />C� <br />� <br />v� <br />M <br />� <br />O <br />A� <br />'}'+ <br />N <br />V� <br />•� <br />� <br />O <br />� <br />� <br />'� <br />>� <br />� <br />� <br />� <br />�� <br />N <br />� <br />s� <br />N <br />• <br />•� °� <br />v <br />o <br />�� <br />ti <br />r� <br />O <br />U <br />L\ � <br />F--1 <br />O � w <br />� Q <br />o � <br />� O <br />w <br />o � 0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 03 /27 /2020 <br />PROJECT TYPE <br />/�• 1 T <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />CEDAR <br />NPC CHILD NUMBER <br />2810.500 <br />SHEET <br />S4.1 <br />