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STRUCTURAI. SHIEATHNG, SEE PIAN AND DETAILS `A° ",T'nuuc.rr <br />.: art � :� <br />. •�::�:� •,i • r �i � <br />�� <br />rh h ;tIIs <br />P <br />i D it <br />` o' MI Y ti <br />ILIA <br />h � <br />"v I sue« <br />1 /2"=1'-0" R <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. 20 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 81 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 />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) 12d's AND ONE SIMPSON H5 <br />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 />STRUCTURAL SHEATHING <br />SEE PLAN FOR ATTACFgiENT <br />NAIL BOTTOM CHORD OF GABLE <br />TRUSS w/ 12d's AT 4' O.C. <br />CONTINUOUS / <br />STRUCTURAL <br />SHEATHING SEE PLAN <br />FOR ATTACHMENT <br />FIELD NAILING <br />PER PLAN \ <br />WOOD <br />NOM <br />AffHiTOARG111tECiUR MAWNGSANWRTi�,SS <br />STRUCTURAL SHEATHING SEE PUW <br />MTAIFXWH DRAWNGS FOR SPECHC TRUSS PROIII.E <br />AND DETAISSFOR ATTACHMENT <br />NFORhIAME ae. HEEL HEM, SLOPE, OVERHANGS) <br />PRE ENGI� WOOD <br />N <br />TRUSSES AT24.O.C.MAX. <br />2x BLOCKING AT SHEATHING EDGES w/ <br />N RIB�I BOARD ATTACHED TO <br />(3) 8d NAILS INTO TRUSS <br />TRUSS w/ 0)10d NAILS, 24"O.C. <br />CONTINUOUS STRUCiIIiAI SHEATHING <br />COW MAX. SPACING <br />NAIL PER TYPICAL SHEATHING DETAIL <br />STRUCTURAL SHEATHING NAL <br />PER TYPICAL SHEATHING DETAIL <br />FRAMING PER PIAW <br />FRAMING PER PLAN <br />ST1iUCTlINAI <br />DETAL AT TRUSS HEEL > 91/4' <br />SEE PIAN AND DETAILS FOR <br />ATTACHMENT <br />PRE-ENGINEERED WOOD TRUSSES AT <br />WO.C. MAX <br />TRUSS ANCHOR PER RAN FRAMING PER PLAN <br />FASCIA, (SEARCH DINGS) CONTINUOUS STRUCTURAL SHEATHNG <br />NAILPETITYPICALSHEATHING DETAIL <br />�TALATTYPICALTRUSS w/HEEL < 91/4' <br />TilBS ATTAC MM' <br />ALLTRUSS M ARE TO BE SECURED TO THE WALL BELOW USING ONE OF THE BELOW METHODS. ONE Rkl OPI10N MUST IE USED FOR CON11&IOIIS <br />LOAD PATH: <br />L 16ALLTYPICALTMM ANCHOR THROUGH EXTERIOR SHEATHNG. EXT. SIEATHNG 6 CONTi&lOUS AND WILL TRANSFER COMM SHEAR & <br />UPLIFT. <br />b. NSTAIlTYPICALTRUSSCOIYIf9;UFROMTTKUSSTOTOPPLATEONINSROFTHEW&v4H2M@DRUM STUDTOTOPPLATE W. <br />SHEATHING 6 CONTIUOIS AND WLLTAANSFER COM NO SHEAR & LRF7. <br />c. INSTALLANMAS CALLED FOR ON THE PLANS. TW6T SiRAPSARE M BE INST90 ON THE INSIDE OF THE WALL ANYSTMM FROM THE <br />SNDSTO THE UNDEBI.YNG STTNICI1XiE WILL 8E0M FOR ON THE PUNS. <br />d NSTALLTYPIGU. TRtW SCREWS FROM TKM TO TOP PLATE EXT SHEATHNG 6 CONTNUOUS MIDWLLTRANSFEA CUM SHEAR & UP R <br />ROOF TRUSS ON FRAMING <br />R02 <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. BLOCK 4 BAYS BACK <br />FROM GABLE TRUSS. <br />-WHEN SECOND BRACE IS REQUIRED, NAIL TO OPP09TE <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 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 />jj__',_,­(2) SIMPSON A23 w/ (8) 10d x 1-1/2' <br />(ONE ON EACH SIDE OF BRACE TO TOP PLATE). <br />/ SHEATHING PER PLAN <br />PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' <br />CMU ANCHOR BOLTS AT 4'-0' O.C. MAX w/2"x2" PL <br />WASHERS AND 7' EMBEDMENT. <br />MASONRY WALL, BOND BEAM, UNTEL BEAM OR RAKED <br />BEAM PER PLAN. FOR RAKED BEAM AT VAULTED <br />CONDITION, SEE PLAN AND DETAIL <br />-CONT. 20 <br />20 NAILED FLAT TO TOP OF BRACE ('T" 2x6 NAILED <br />BRACE) NAILED TO DIAG. w/ 10d GUN 0 TOP <br />NAILS ® 8' O.C. BUTT JOINT ALLOWED <br />(48' MIN MEMBER LENGTH), BRACED <br />REQUIRED TO BE CONTINUOUS OVER DIAG. <br />BRACE SPLICE SHOWN <br />20 BLOCKING AT 48' O.C. - <br />3 TRUSS BAYS <br />FRAMING 2x6 NAILED 0 BOTTOM <br />PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE <br />R09GRL_UEN VTWRUS�SORACING�p! TAIL <br />(8) 10d NAILS EACH <br />(4) 1/4" 0 c 2-1/4" MI <br />LE END <br />ENGINEERED WOOD <br />ROOF TRUSS AT 24' <br />O.C. MAX. <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. 2x6 w/ (2) 12d NAILS <br />CMU WALL 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 />SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 <br />COND110NS OF USE (OR APPROVED EQUAL) <br />1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED AVE 5 O LO CONSECUTIVE LOCATIONS. EACH MISSED <br />CA110N. <br />2. UPLIFT VALUE FOR TRUSS LOCATiON DOES NOT EXCEED 1,175 lbs. UPLIFT. <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 />MISSED TRUSS STRAP REPAIR <br />R13 .n <br />(TYPICAL CMU WALL CONNECTION) <br />ii <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x6 FASCIA <br />1 x6 w/(3) 8d 0 <br />EA. OUTLOOKER <br />2x4 OUTLOOKER <br />PER DRAWINGS <br />2x4 FASCIA <br />SHEATHING PER PLAN. <br />GABLE TRUSS - OR - <br />PER PLAN 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 />2x4 BLOCKING UNDER TRUSS <br />ENDS. NAIL TO TRUSS CHORDS <br />w/ (3) 10d EACH END. <br />RWW-020 VALLEY SET OVER FRAME <br />x=10%HOUSE WIDTH <br />•1 Q <br />0 <br />RDA X <br />1O GABLE END <br />BOSTON HIP "x" <br />Ilvv low <br />7P =10% HOUSE WIDTH X <br />X <br />0 0 <br />x — — <br />x <br />RIDGE <br />GABLE END <br />GABLE ,�z,� <br />7P =10% HOUSE WIDTH <br />X <br />0 <br />2 <br />c <br />O I <br />HIP "X <br />ROOF SHEATHING <br />NAILS <br />ROOF FASTENING ZONES <br />Bd PING <br />0.113'x23/8' <br />1 <br />2 <br />3 <br />SHINGLE: <br />7118'SPAN RATED SHEATHING <br />OFFSET DIMEI N x =10% ROUSE WIDTH <br />7C <br />x <br />TILE 15/32' SPAN RATED SHEATHING <br />PANEL EDGES @ SUPPORTS (1) <br />6'O.C. <br />6'O.C. <br />4' O.C. <br />METAL•1513PSPANRATED SHEATHING <br />PANEL FELD (1) <br />roc. <br />8'O.C. <br />8"O.C. <br />NOTES: <br />1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS-TYENCAL <br />2. EDGE SPACING ALSO ARM OVER GABLE END WALLSORTUB. <br />3. FASTENING ZONES 2AND3ARE EQUALTO10%OFTOTALHOUSE WIDTH, DMENSIONTOFFSETFROM ROOF EDGE. <br />30'WDE HOUSE =,'ZONE, 4TWDE HOUSE = 4'ZONE, 50'WDE HOUSE = V ZONE, 80'WDE HOUSE = SZONE <br />rm4* III ROOF SHEATHING ATTACHMENT DIAGRAM <br />rl I spa« <br />1 /2"=1'-0» <br />1 <br />SHEATHING PER PLAN. <br />GABLE TRUSS <br />PER PLAN <br />2x4 BLOCKING AT 2'-0" - <br />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 />SHEATHING PER PLAN <br />BOND BEAM PER <br />PLAN AND SCHEDULE META16 AT BLOCKING w/1/4' <br />MAX. GAP FROM TOP OF <br />VALLEY SET TRUSSES VALLEY SET TRUSSES 8' CMU WALL SEE PLAN WALL TO BOTT. OF BLOCKING <br />AT 24' O.C. AT 24" O.C. FOR VERT. REINF. <br />ROOF SHEATHING ROOF SHEATHING <br />PER PLAN PER PLAN WALL BRACING AT NON -BEARING EXTERIOR WALL <br />(1107 �TS <br />SHEATHING PER SHEATHING PER <br />PLAN. PLAN. <br />-OR- --------------------- <br />1 SDWC15600 TRUSS SCREW 2x4 PURLIN 0 EA VALLEY STRUCTURAL <br />() TRUSS. NAIL TO COMMON SHEATHING PER PLAN <br />TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS PRE ENGINEERED <br />BOTTOM CORD OF VALLEY TRUSSES AT 24" O.C. <br />TRUSS NAILED TO PURLIN TRUSS ANCHOR <br />w/ 10d GUN NAIL 0 8' O.C. PER PLAN <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 OUTLOOKER FRAMING AT 24' O.C. OVER FROM GABLE TRUSS. <br />DROPPED GABLE END TRUSS. ATTACH TO WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE BOND BEAM PER PLAN <br />TRUSS TOP CHORD w/ (2)-16d NAILS. SIDE OF BLOCKING. AND SCHEDULE SHEATHING <br />CONT. 2x4 w/ (2) 12d NAILS PER PLAN <br />S SHEATHING <br />w/(16)8d NAILS MIN. WALL BRACING AT BEARING WALL <br />STRUCTURAL <br />SHEATHING R08B <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 2'-0" O.C. MAX. 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL <br />SHEATHING. <br />TRUSS ANCHOR 3 <br />SEE COIN. CHART 1. AT VERTICALS 3'-6' TO 6'-6' USE ONE 2x4 "L" BACK. <br />BOND BEAM PER PLA 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 />FASCIA 2x 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 RANGE. ATTACH THE DIAGONAL AT MID <br />HEIGHT AND TO THE BLOCKING BELOW THE ROOF <br />8' CMU WALL OR UNTIL 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 />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 STROIGBACKS 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. D 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 />WOOD FRAMING PER PLAN <br />TCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE <br />^lk Al I <br />BLOCKING AT DIAGONALS ONLY. ATTACH AT <br />—TO <br />/20 <br />EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING <br />BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. <br />BLOCK 8'-0' BACK FROM GABLE TRUSS. <br />ROOF TRUSS PER <br />MANUFACTURER <br />2x4 DIAGONAL BRACING w/ (5) 12d COMMON <br />2x6 LEDGER TO FRAME w/(2) <br />NAILS EA. E4ND 0 32' MAX. SPACING <br />1/4' x 3' WOOD SCREW 0 16" <br />O.C. BEVEL TOP TO MATCH <br />ROOF PITCH <br />SHEATHING TO TOP NAILER : 8d NAILS 4' <br />O.C. AND 4' O.C. TO RAFTER/SUB-FASCIA <br />�p� plp,N 2x4 FIELD FRAMED RAFTER 016' O.C. MAX <br />IF LENGTH IS LESS THAN 4'-0' USE 20 'L' BACK, <br />SPACING - TOE NAIL ONE SIDE OF RAFTER TO <br />IF LENGTH IS GREATER THEN 4'-0' USE (2) 20 'L' <br />LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE <br />BACKS. NAIL V BACKS w/12d 012'0.C.(NOTCHED <br />.•y.� SIDE, INSTALL A35 w/BOTTOMS BENT AND <br />0 TOP w/2-12d TOENAILS <br />ATTACHED TO BOTTOM OF LEDGER & RAFTER <br />'L" BACK -EXTEND 6' PAST <br />w/ 10d x 1 1/2' NAILS. CONNECT TOP AND <br />LOWER ROOF SHEATHING <br />BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS <br />20 LEDGER TO FASCIA CUT <br />FRAME: PER SPECS <br />SHEATHING PER PLAN) <br />R09C PARTIAL GABLE END TRUSS DETAIL <br />PARTIAL GABLE <br />w/ (2) w/ 1/4' x <br />3' WOOD SCREW NI! <br />16' O.C. <br />SUSPENDED RAFTER <br />x-ry scar <br />1 /2"=1'-0" <br />BOSTON HIP <br />C.OA.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 THOMAS A. WESER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. 0 86025 FLORIDA <br />3/31 /21 <br />DATIE j%1H11►ljjj <br />.������. •MAN l �� � <br />IN <br />y4 <br />r <br />e of ? <br />0 <br />N <br />95 <br />a <br />0 <br />O <br />c! <br />r—I <br />co <br />0 <br />uo) <br />00000 <br />A� <br />W <br />— " <br />N <br />v <br />U� <br />m <br />• PE4 <br />-� <br />O <br />M <br />�po <br />obo <br />'2 <br />Cn <br />N <br />� <br />lkPultoGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Mte <br />PLAN NAME <br />TNhitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S4.1 <br />