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0 <br />STRUCTURAL SHEATHING, SEE PLAN ANP nrreuc MD <br />ATTACHMENT <br />PRE-ENGINEERED WOOD <br />'- <br />TRUSSES AT 24' O.C. MAX <br />-OR- <br />2x BLOCKING AT SHEATHING EDGES <br />2x RIBBON BOARD ATTACHED <br />w/ (3) 8d NAILS INTO TRUSS <br />TO TRUSS w/ (3) 10d NAILS, <br />CONTINUOUS STRUCTURAL <br />24' O.C. CENTER MAX. SPACING <br />SHEATHING NAIL PER <br />CONTINUOUS STRUCTURAL <br />TYPICAL SHEATHING DETAIL <br />SHEATHING NAIL PER <br />TYPICAL TRUSS <br />TYPICAL SHEATHING DETAIL <br />ANCHOR PER PLAN <br />DETAIL AT TRUSS HEEL > 9 1/4" <br />TYPICAL TRUSS <br />ANCHOR PER <br />PLAN <br />NOTE: <br />REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER <br />DRAWINGS FOR SPECIFIC TRUSS PROFILE <br />INFORMATION. (i.e. HEEL HEIGHTS, <br />SLOPE, OVERHANGS) <br />STRUCTURAL SHEATHING, <br />SEE PLAN AND DETAILS <br />FOR 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 <br />PLAN <br />DETAIL AT TYPICAL TRUSS w/ HEEL <br />TRUSS <br />ON MASONRY <br />VROOF <br />20 BLOCKING AT 2'-0' D.C. w/ (2) 12d TOE NAILS <br />EACH END TO TRUSS <br />NOTE: <br />REFER TO ARCHITECTURAL DRAWINGS <br />TRUCTURAL SHEATHING SEE PLAN <br />AND/OR TRUSS MANUFACTURER DRAWINGS <br />AND DETAILS FOR ATTACHMENT <br />FOR SPECIFIC TRUSS PROFILE INFORMATION. <br />(i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) <br />PRE-ENGNEQtED WOOD <br />TRUSSES AT 24' O.C. <br />Ma <br />OR <br />2x BLOCKING AT SHEATHING EDGES <br />2x RIBBON BOARD ATTACHED <br />w/ (3) 8d NAILS INTO TRUSS <br />TO TRUSS w/ (3) 10d NAILS, <br />CONTINUOUS STRUCTURAL <br />24' O.C. CENTER MAX SPACING <br />SHEATHING NAIL PER TYPICAL <br />CONTINUOUS STRUCTURAL <br />SHEATHING DETAIL <br />SHEATHING NAIL PER TYPICAL <br />FRAMING PER PLAN <br />SHEATHING DETAIL <br />PRIMING PER PLAN <br />STRUCTURAL SHEATHING, <br />DETAIL AT TRUSS HEEL > 9 1/4' <br />SEE PLAN AND DETAILS <br />FOR ATTACHMENT <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 24' O.C. MAX <br />TRUSS ANCHOR PER PLAN <br />FRAMING PER PLM <br />FASCIA, (SEE ARCH DWGS) <br />CONTINUOUS STRUCTURAL <br />SHEATHING NAIL PER TYPICAL <br />DETAIL AT TYPICAL TRUSS w/ HEEL < 9 1/4' <br />SHEATHING DETAIL <br />TRUSS ATTACHMENT: <br />ALL TRUSS ENDS ARE TO BE SECURED TO THE WALL BELOW USING ONE OF THE BELOW METHODS. ONE FULL OPTION <br />MUST BE USED FOR CONTINUOUS LOAD PATH: <br />a. INSTALL TYPICAL TRUSS ANCHOR THROUGH EXTERIOR SHEATHING. EXT. SHEATHING IS CONTINUOUS AND WILL <br />TRANSFER COMBINED SHEAR do UPLIFT. <br />b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON INSIDE OF THE WALL. w/ H25A 0 EVERY <br />OTHER STUD TO TOP PLATE EXT. SHEATHING IS CONTINUOUS AND WILL TRANSFER COMBINED SHEAR h UPLIFT. <br />c. INSTALL ANCHOR AS CALLED FOR ON THE PLANS. TWIST STRAPS ARE TO BE INSTALLED ON THE INSIDE OF THE <br />WALL ANY STRAPS FROM THE STUDS TO THE UNDERLING STRUCTURE WILL BE CN1ID FOR ON BE PLANS. <br />d. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP PUTS EXT SHEATHING IS CONTINUOUS AND WILL <br />TRANSFER COMBINED SHEAR & UPLIFT <br />PROOF TRUSS ON FRAMING <br />RWM-010 \lv/ 1/2"=1'-0" <br />20 LADDER FRAMING AT 2e O.C. REQ'D AT — <br />STRUCTURAL OVERHANGS GREATER THAN 12'. ATTACH TO TRUSS <br />SHEATHING SEE PLAN TOP CHORD w/ (2)-16d NAILS AT 24' D.C. <br />FOR ATTACHMENT CONT. 2x6 w/ (2) 12d NAILS —� <br />PRE ENGINEERED <br />TRUSSES AT 24' O.C. <br />` SHEATHING PER PLAN <br />BOND BEAM PER <br />PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' <br />MAX. GAP FROM TOP OF <br />8' CMU WALL SEE PLAN WALL TO BO1T. OF BLOCKING <br />FOR VERT. REINF. <br />RO7 xWALL�BRACIiGA�TN ON -BEARING EXTERIOR WALL <br />"X' = 10% "X" = 10% <br />HOUSE WIDTH � � HOUSE WIDTH <br />fiLf <br />0 0 x 3 <br />x _ <br />RIDGE X RIDGE <br />GABLE END } 0 GABLE END --' <br />BOSTON HIP X GABLE X l l <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 />"X" = 10% OF <br />HOUSE WIDTH <br />I <br />RWW-020 <br />VALLEY SET TRUSSES <br />AT 2e O.C. <br />ROOF SHEATHING VALLEY SET TRUSSES <br />PER PLAN I _-,�AT 2e O.C. <br />ROOF SHEATHING <br />MIN. 9' LONG 20 GA. PER PLAN <br />FLAT STRAP w/ (8) 10d <br />SHEATHING PER —OR— SHEATHING PER —OR— <br />PLAN. PLAN. <br />2x4 BLOCKING UNDER TRUSS (1) SDWC15600 TRUSS SCREW <br />ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW <br />w/ (3) 10d EACH END. <br />DAP VALLEY SET OVER FRAME <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />1 x6 w/(3) 8d 0 <br />EA. OUTLOOKER <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/ MINIMUM 8d NAILS. <br />KOCK 8'-0' BACK FROM GABLE TRUSS. <br />2x4 DAGONAL BRACING w/ (5) 12d COMMON <br />NAILS EA. E4NO 0 32' MAX. SPACING <br />-'--IF LENGTH IS LESS THAN 4'-O' USE 20 'L' BACK, <br />IF LENGTH IS GREATER THEN 4'-0' USE (2) 20 'L' <br />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 <br />R09r%,PPARTIAL GABLE END TRUSS DETAILPARTIAL GABLE <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) 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 />x <br />"L" O <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 />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 -I! BACK WITH (2) 12d's AND ONE SIMPSON H5 <br />CONNECTOR. <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 OSg <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 />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 />EDIMENT BLOCKING @ GABLE <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 />ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" <br />O.C. @ APPROX. 45-DEG ANGLE. <br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP <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 />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 CONE. 2x8 P.T. PLATE w/ 1/2' 0 x 10" <br />STRUCTURAL SHEATHING ('� M I I ANCHOR BOLTS AT 4'-O' O.C. MAX. w/2'x2" PL <br />SEE PLAN FOR ATTACHMENT v u WASHERS AND 7' EMBEDMENT. <br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, UNTEL BEAM OR RAKED <br />TRUSS w/ 12d's AT 4' O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED <br />CONDITION, SEE PLAN AND DETAIL <br />/ CONT. 2x4 <br />\ 20 NAILED FLAT TO TOP OF BRACE ('T" 2x6 NAILED <br />CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP <br />STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOWED <br />SHEATHING SEE PLAN (48' MIN MEMBER LENGTH), BRACED <br />FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. <br />FIELD NAILING / BRACE SPLICE SHOWN <br />PER PLAN \ 2x4 BLOCKING AT 48" O.C. - <br />3 TRUSS BAYS <br />FRAMING 2x6 NAILED 0 BOTTOM <br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 GABLE END TRUSS BRACING DETAIL <br />GABLE END <br />SHEATHING PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />STRUCTURAL SHEATHING PER PLAN <br />20 OUTLOOKER FRAMING AT 24' O.C. OVER <br />DROPPED GABLE END TRUSS. ATTACH TO <br />TRUSS TOP CHORD w/ (2)-16d NAILS. — <br />CONT. 20 w/ (2) 12d NAILS <br />SIMPSON H10A w/(16)8d NAILS MIN. - <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 PLANS <br />FASCIA <br />SEE ARCH. <br />DRAWINGS <br />VALLEY SET TRUSSES <br />AT 24" O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER <br />PLAN. <br />-_---,----,- _- ---- - <br />(8) 10d NAILS EACH <br />20 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 8" O.C. <br />PREENWEERED ROOF <br />TRUSSES @ MAX. 24' O.C. <br />SHEATHING PER ARCHL ix4 FURBWG AT MAX 16' <br />INSTALLED PER MANUF. O.C. (3ItOd AT EA <br />TRUSS <br />('soi EXTERIOR CEILING FURRING <br />SCALE N.T.S. <br />STRUCTURAL <br />SHEATHING PER PLAN <br />PRE ENGINEERED — <br />TRUSSES AT 24' O.C. <br />TRUSS ANCHOR <br />PER PLAN <br />ENGINEERED WOOD <br />ROOF TRUSS AT 24' <br />O.C. MAX <br />BOND BEAM PER PLAN <br />AND SCHEDULE SHEATHING <br />CMU WALL PER PLAN <br />R08B WALL BRACING AT BEARING WALL <br />(4) 1/4' 0 c 2-1/4' MASONRY —' <br />SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 <br />COND110NS OF USE: AT (OR APPROVED EQUAL) <br />1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE (5) CONSECUTIVE LOCATIONS. EACH MISSED <br />LOCATION. <br />2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LO <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 CONNECTION) <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 <br />SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL <br />SHEATHING. <br />T 3 <br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "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 />2x SHTG. <br />3. AT VERTICALS OVER 8'-4' TO 13'-0" USE ONE 2x4 <br />BLOCKING <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 <br />SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO <br />SEE PLAN FOR PLAN <br />THE SECOND DIAGONAL, A STRONGBACK IS ALSO <br />REINFORCEMENT <br />REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED <br />TO EACH 'I! 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 />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO <br />— BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE <br />ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48" <br />O.C. @ APPROX. 45-DEG ANGLE. <br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T" LAP <br />NAILED w/ (2) ROWS 10d GUN NAILS 0 8" O.C. <br />TRUSS ANCHOR <br />SEE CONN. 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WESER, PE <br />P.E. a6# 78242 FLORIDA <br />8 BENJAMIN NIESE. PE SPECIFICATION LEVEL <br />P.E486025 FLORIDA Pulte <br />4/28/21 <br />DATir�����lttdtJ)1 <br />o*! if i PLAN NAME <br />-. Tower <br />' NPC CHILD NUMBER <br />" $W2 1569.501 <br />E of Q : SHEET <br />.�' S4.1 <br />0 <br />a <br />