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r� <br />STRUCTURAL SHEATHING, SEE PLAN AND DETAILS rno .,TAf4 YA[Arr <br />PRE: ENGNEER0 WOOD <br />TRUSSES AT24'O.C. MAX. <br />-OR- <br />2x BLACKING AT SHEAW EDGES wl b RIBBON BOARD ATTACHED TO <br />(3) 8d NAILS INTO TRUSS TRUSS wl 0)10d NALS, 24' O.C. <br />CON1i�101JS CENTER MAX. SPACING <br />SHEATHING NAL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING <br />SHEATHING DETAIL NAILPER TYPICAL SHEATHING DETAIL <br />TYPICALTRUSSANCHOR <br />PERPLAN FETALATTRU,SSHEEL> 9114' TYPI(,AL,m,,,,, <br />ANCHOR PER PLAN <br />NOTE <br />REFER TO ARCHITECTURAL DRAWINGS ANDiOR TRUSS MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PiTOFLE INFORMATION. (I.e. HEEL HEIGHTS, SLOPE, OWCIHANGS) <br />S111UCTURAL SHEATHING, <br />SEE PLAN AND DETALS FOR <br />ATTACHMENT <br />PRE-ENGINEERED WOOD <br />TRUSSESATWO.C. MAX <br />TRUSS ANCHOR PER PLAN <br />FASCIA, (SEE ARCH DWGS) <br />BOND BEAM PER PLAN <br />DETAIL AT TYPICAL TRUSSwl HEEL < 9 Or <br />ROOF TRUSS ON MASONRY <br />NOiE <br />2x4 OUTLOOKER <br />REFER TOARXECiURALDRAWNGSAMPTRUSS <br />� -SHETMI1G0� <br />PER DRAWINGS <br />WAFACT M DRAB FOR SPECIFIC TIT O PROBE <br />AND DETAILS FOR ATTACHMENT � <br />2x6 FASCIA <br />NFORMATDHL 4 HEEL HBf#TTS, SLOPE, OVL3THANQS) <br />PRC�ENGNEfRED WOOD ___w <br />N <br />TRUSSES AT24.O.C. MAX. <br />1x6 w/(3) 8d 0 <br />2(BL000VGATSHEATIHNG EDGESwI <br />2xRBBOrI BOAADATTACHED TO <br />EA. OUTLO(KER <br />(3) 8d NAILS INTO Tit a <br />TRUSS wl 0)1 Od NAIS, 24' O.C. <br />CONTINUOUS STRUCTURAL SHEATHING <br />CENTER MAX FACING <br />NAIL PER TYPICAL SHEATHING DETAIL <br />I� STRUCTURAL SHEATHING NAL <br />PER TYPICALSHFATHNG DETAIL <br />FRAMING PER PLAN <br />FRAMING PER PLAN <br />STRUCTURALSHEATHING,iw <br />SEE PLAN AND DETAILS FOR <br />ATTACHMENT <br />PRE-ENGNEERED WOOD TRUSSESAT <br />24'O.C.MAX <br />TRUSS ANCHOR PER PLAN <br />FRAMING PER PLAN <br />FASCIA, (SEE ARCH DWWGS) <br />CONTINUOUS STRUCTURAL SHEATHING <br />NAL PER TYPICAL SHEATHING DETAIL <br />FDETAL AT TYPICAL. TRUSS wl HEEL < 9114' <br />TRUSS ATTAD ENT: <br />ALLTRLM ENDSARE TO BE SECURED TO TILE WALL BELOW USING ONE OFTHE BELOW METHODS. ONE FUEL OPTION MIST BE USED FOR CONTI UOUS <br />LOAD PATH: <br />a NSTALLWAL TRUSS ANCHOR THitOUGai EXTERIOR SHEATHWG. EXT. SHEATHING S CONTNUOUS AND WLL TRANSFER COLD SHEAR & <br />UPLIFT. <br />b. NSTAU.TYPGAI. TRUSS CONNECTOR FROM TRUSS TO TOP PLATE ON NSDE OF THE WALLW H2JA0 EVERY OTHER STUD TO TOP PLATE EXT. <br />SHFATHNG S CONTINUOUS AND WLL TRANISFTii CUM SHEAR & UPLIFT. <br />c. NSTALLMCHORAS G40 FOR ON THERM TAV STRAPS ARE TO BE NSTAILED ON THE NU OF THE WALL. ANY STRAPS FROM THE SIDS <br />TO THE UNDERLYNG STRUCTURE WLL BE MO FOR ON THE PLO. <br />d. NSTALL TYPICAI.TRW SCREWS FROM TRW TO TOP PLATE. EXT SHEATHNG 6 CORMUOUS AND Ri TR44M COMBM SHEAR & UPTFT <br />ROOF TRUSS ON FRAMING <br />n V 1 sadc Fie Nano Sealy <br />1 /2"=1$-0" V L RWM-010 1 /2"=1'—O" <br />STRUCTURAL SHEATHING PER PLAN <br />2x4 LADDER FRAMING AT 24' O.C. REUD AT <br />OVERHANGS GREATER THAN 120. 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 BEL.OiI). <br />3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 2x400 <br />O <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) 12ds 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) 12ds AND ONE SIMPSON H5 <br />CONNECTOR. <br />—24 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH <br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING <br />AT 6' O.C. w/ MINIMUM Bd NAILS. BLOCK 4 BAYS BACK <br />FROM GABLE TRUSS. <br />1WHEN 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. 0 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 TBACKS AND STRONGBACKS w/ 12ds � SHEATHING PER PLAN <br />AT 6' O.C. NOTCH 'L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' d x 10' <br />PL <br />STRUCTURAL SHEATHING CMU ANCHORANCHORBOLTS AT 4'-0" O.C. MAX. w/2'x2' <br />SEE PLAN FOR ATTACHMENT WASHERS AND 7' EMBEDMENT. <br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED <br />TRUSS w 12d's AT 4' O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED <br />I CONDITION, SEE PLAN AND DETAIL <br />/ CONT. 2x4 <br />20 NAILED FLAT TO TOP OF BRACE ('T' CONTINUOUS / BRACE) NAILED TO DIAG. w/ 10d GUN 2 NAILED �P <br />STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOWED <br />SHEATHING SEE PLAN (48' MIN MEMB R LENGTH), BRACED <br />FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG. <br />FlEID NAILING % DACE SPLICE SHOWN\ <br />PER PLAN \ 2x4 BLOCKING AT 48' O.C. - <br />3 TRUSS BAYS <br />WOOD FRAMING <br />2x6 NAILED 0 BOTTOM <br />PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09 GABL�EE�NDTRUSS BRACING DETAIL <br />GABLE 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)-16d NAILS AT 24' O.C. <br />CONK. 20 w/ (2) 12d NAILS —\ <br />STRUCTURAL SHEATHING PER PLAN <br />2x BLOCKING BETWEEN FA <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 />�EACi END w/ (2) 12d TOENAILS NAIL SHEATHING <br />TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. <br />BLOCK 54 BACK FROM GABLE TRUSS. <br />20 DIAGONAL BRACING w/ (5) 12d COMMON <br />I_NAILS EA E4ND 0 32' MAX. SPACING <br />�1 SHEATHING PER PLAN—j <br />IF LENGTH IS LESS THAN 4'-0' USE 20 'L' BACK, <br />IF LENGTH IS GREATER THEN 4'-0' USE (2) 24 "L" <br />BACKS. NAIL 'L' BACKS w/12d 012'O.C.(NOTCHED <br />0 TOP w/2-12d TOENAILS <br />'L' BACK—E)TEND 6' PAST <br />LOWER ROOF SHEATHING <br />0 <br />T PARTIAL GABLE END TRUSS DETAIL <br />rROK PARTIAL GABLE <br />Fie Nano <br />RWW-020 <br />T=10%HOUSE WIDTH <br />— —i�- <br />T 0 <br />7r <br />RIDGE X <br />0 GABLE END } <br />BOSTON HIP"X <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 />/-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 <br />PLAN. <br />-OR- <br />20 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />Qna 1VALLEY SET OVER FRAME <br />T =10% HOUSE WIDTH X <br />X <br />x <br />(D T <br />X <br />x <br />RIDGE <br />— GABLE END <br />GABLE14 <br />7=10%HOUSEWDTH <br />01 <br />ROOF SHEATHING <br />NAILS <br />ROOF FASTENING ZONES <br />8d RING SHANK <br />0.113'x 2'w <br />1 <br />2 <br />3 <br />SHINGLE <br />7116' SPAN RATED SHEATHING <br />OFFSET DI EMON T =10% HOUSE WIDTH <br />T <br />T <br />TLE:15i32' SPAN RATED SHEATHING <br />PANEL EDGES @ SUPPORTS (1) <br />6'O.C. <br />6' O.C. <br />4' O.C. <br />METAL'15W$PANRAT®SHEATHING <br />PANELFELD (1) <br />6'O.C. <br />8'O.C. <br />6'O.C. <br />NOTES: <br />1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR WIERSTYPICAL <br />I EDGE SPACING ALSO APPLIES 08 GABLE END WALLS OR TRUSSES. <br />3. FASTENING ZONES AND 3ARE EQUALTO 10% OF TOTAL HOUSE WIDTH, DIMENSION TOFFSET FROM ROOF EDGE <br />MWDE HOUSE = TZONE, 40'WDE HOUSE = 4'ZDNE, 50'WDE HOUSE = 5'ZONE, 60'WDE HOUSE = OZONE <br />ROOF SHEATHING ATTACHMENT DIAGRAM <br />. F soda: <br />1 /2"=1'—Olt <br />"r r.I"I."'NED ROOF <br />AX 24' O.C. <br />SHEATHING PER ARCH J 10 FURRING AT <br />INSTALLED PER MANUMAX 16' O.C. <br />F. w/ <br />(3)10d AT EA 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 />iAiW irlT MMS MCD-# <br />TRUSS ANCHOR <br />PER PLAN <br />Fie Nana <br />BLIND BEAM PER PLAN <br />AND SCHEDULE SHEATHING <br />PER PLAN <br />R086 WALL BRACIN[GA�B EARING WALL <br />SHEATHING PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />VALLEY SET TRUSSES <br />AT 24' O.C. <br />ROOF SHEATHING <br />PER PLAN <br />VALLEY SET TRUSSES <br />AT 2e O.C. <br />ROOF SHEATHING <br />PER PLAN <br />SHEATHING PER SHEATHING PER <br />FOR- -----.----.- _--.---- - _ ,PLR". <br />(1) SDWC15600 TRUSS <br />SCREW TO EVERY <br />TRUSS BELOW <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 B' 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 <br />AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK <br />20 OUTLOOKER FRAMING AT 24' O.C. OVER <br />FROM GABLE ASS. <br />DROPPED GABLE END TRUSS. ATTACH TO <br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE <br />TRUSS TOP CHORD w/ (2)-16d NAILS. <br />SIDE OF BLOCKING. <br />CONT. 2x4 w/ (2) 12d NAILS <br />SIMPSON H10A w/(16)8d NAILS MIN. <br />•�'� <br />STRUCTURAL SHEATHING <br />PRE—ENGINEERED WOOD <br />TRUSSES AT 2'-0' O.C. MAX. <br />3 <br />SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL <br />SHEATHING. <br />TRUSS ANCHOR <br />SEE CONN. CHART <br />3 <br />1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 2x4 'L' BACK. <br />BOND BEAM PER <br />2. AT VERTICALS 00 6'-6' TO 8'4 USE (2) 20 'L' <br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). <br />FASCIA <br />SHTG. <br />3. AT VERTICALS OVER 8'4 TO 13'-0' USE ONE 20 <br />SEE ARC{, <br />BLOCKING <br />'L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS <br />DRAWINGS <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 />HART i <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 />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. 0 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. CHART <br />FRAMING PER PLAN <br />R09B DUTCH HIP GABLE TRUSS BRACING DETAIL WDROPPED GABLE <br />BOSTON HIP <br />2x4 BLOCKING AT 2'-0" O.C. w/ (2) 12d TOE NAILS <br />EACH END TO TRUSS <br />SHEATHING SEE PLAN <br />FOR ATTACHMENT <br />PRE ENGINEERED <br />TRUSSES AT 24' O.C. <br />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 BOTT. OF BLOCKING <br />FOR VERT. REINF. <br />R07 µWALL BRACING AT NON -BEARING EXTERIOR WALL <br />C.O.A# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />O IAN MCCULLOUGH, PE <br />P.E.# 80956 <br />08/04/2021 <br />DATE` 1%11111/ <br />��� �Jp►M ��i <br />' <br />No.860 _ <br />:. Q STATE.11 <br />OF W <br />0 <br />M <br />CO <br />M <br />0 <br />C <br />A� <br />� <br />N <br />Uc <br />0 <br />cz <br />Q) <br />-1:1 <br />1� <br />c" <br />� <br />N <br />O <br />po <br />lkPulteGroup- <br />161 <br />s_o <br />T <br />c <br />N <br />o <br />0 <br />V <br />r� M <br />00 <br />1 <br />0 N <br />Qj <br />H <br />vial w <br />11164 <br />Q <br />It PT, <br />p° 0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx <br />PROJECT TYPE I <br />Sinele Family <br />SPECIFICATION LEVEL <br />Me <br />PLAN NAME <br />S rV <br />NPC MILD NUMBER <br />2116.501 <br />SHEET <br />S4.1 <br />