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SHEATHING, SEE PLAN AND <br />DETAILS FOR <br />PFIE49400MEBM <br />Iff WOOD TRUSSES <br />AT W O.C. MAX <br />ATTACHB— <br />IT <br />- OR- <br />2x BLOCKING AT 2x ROOM BOARD <br />W <br />SHEATHING EDGES W (3) 'ATTACHED TO TRM <br />Od NAILS INTO TRUSS W1 (3) 10d NA"l 2,r <br />D.C. CENTER MAX <br />OONTRAJOUS SPACM <br />I : r <br />STRUCTURAL SHEATHING CONTINUOUS STRUCTURAL <br />. PER <br />NAUL PER TYPICAL SHEATHIING MAL PER <br />TM <br />SHEATHINCI DETAIL TYPICAL SHEATHIING DETAIL <br />TYPICAL TR7 <br />USS <br />ANCHOR PIER PLAIN DETAIL AT TRUSS !!!!�> 9 Ifif TYPICAL TRUSS <br />ANCHDR PEP pLAN <br />FWER TO ARCHITECTURAL DRAWINGS ANDADR TRUSS MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE INFORMATION. (to. HEEL HEIQ*-rTS, SLQPF- OVERHAN" <br />STRUCTURAL SHEA7114ING, SEE - <br />PLAN AM WTAILS FOR <br />ATTACHMENT <br />TRLISSEll AT W O.C. MAX. <br />TRUSSANCHOR <br />PER PLAN <br />MMM FASCIA, MEE — DWB* <br />BOND BEAM <br />PER PLAN oum. AT rm& imml <br />I * HEEL < 9 1/0 <br />illAmt-va <br />NOT TO SCALE 0 <br />W <br />REFER TO AA%>ffrECnffl%I- DROAXONGS STRUCTURAIL SHEATHING <br />ROM TRUSS MANUFACTURIM SEE PLAN AND DETAILS <br />DAIWAINKIS POP ISPECIPIC MISS FOR ATTACHMIBNT <br />"mmuE mmmwrm IL. ma <br />HEIGHTS, BLOM OVERHANW <br />L <br />S <br />AN <br />Ar <br />A <br />r — <br />NO <br />ACHSE <br />T <br />WOW TRUSSES <br />AT W O.C. MAX. <br />RO <br />ft BLOCKM AT 2. RW38M BOARD <br />p _ __: :: �' <br />SHIEATHM EDGES Wi (3) Od ATTACHED TO TRUSS Wf <br />(.1 _ _.. _ <br />NAILS INTO TRUSS M I Od NAAA 24' OC. <br />CONTINUOUS STRUCTURAL CENTER MAX SPACING <br />PER :. = := A <br />SHEATHM NAL PER CONTINUOUS STRUCTURAL <br />TYPICAL SHEATHING DUAL SHEATHING NAIL PER <br />FRAMING PER PLAN TYPICAL SHEATHING DETAIL FRAMING <br />I DETAIL AT TRUSS HEEL > 9 11C j PER PLAN <br />STRUCTURAL A <br />SEE PLAN AND ZA= <br />ATTACHMENT <br />PFIE4EF� WOOD <br />TRUSSES AT W O.C. MAX <br />TRUSS ANCHOR PER PLAN <br />FRAMING PER PLAN <br />FASCIA, MEE ARW MADE) CONTINUOUS STRUCTURAL <br />SHEATHING NAIL PER <br />TYPICAL SHEATHING DETAL <br />TYPICAIL TRUSS vil HEEL < 9 I/V 14 <br />TWONRAM ITT <br />;�r CRa <br />RWW-= <br />ALLTRUSS ENDS ARE TO BE SECURED TO THE Off. WALL <br />BELOW US"S ONE OF THE BELOW METHOD& ONE FULL <br />opnop, MUST SE USED FOR CONTINUOUS LOAD PATK <br />L INSTALL TYPICAL TRUSS CONNECTOR THMM OCT <br />SHEATHING INTO DOUBLE TOP PLATES, EXT <br />94EATMOO a CONTINUOUS AND WILL TRANSFER <br />COMS"m OEM A UPLIFT. <br />6, INSTALL TYPICAL. MASS WINECT011 FROM TRUSS TO <br />Top PLATE ON MOVE OF THE WALL ADDITIONALLY <br />N STALL LTS 12 TOP PLATLITO 4 IT U D C 014NECTORS 0 FA <br />STUD. Off. SHEATHING 18 CONTINUOUS AND WILL <br />TRANSFER COMBINED OEM & UPLIFT. <br />INSTALL TIMM. TRUSS SCRIEWS FROM TRUSS TO TOP <br />=Z� MO VILL <br />4`111f7c.11'r <br />22 Itr <br />OPT <br />3(r TRUSS OR <br />RAFTER <br />SOW <br />C158M <br />OVERHANG <br />PER <br />11r-1 3w <br />SMA -' CONFAIRM711ONAL 8011=11m M,CONFAIRAPATI101111111 <br />(TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD) <br />INSTALL THROUGH TOP PLATE IINSTALL THROUGH TOP PLATE <br />INTO TRUSSRUWTER INTO TRUSSRAFTER <br />TRUSS OR <br />RAFTER TRM OR RAFTER TRUSS OR RAFTER <br />TF" — I — <br />+ (2) SDWCl 5000 M EDINCI 5@MDD (2)S tjiD! <br />(2) DWCI 5�0=00 <br />4D (ID <br />OVERKV40 OVERHANIG OVERHANG <br />PERPLAN <br />Ifir PER PLAN PER PLAN PER PLAN <br />t3W <br />Sw-lNr W-1 lie 1 -11 1 -7ff ljr-?Ar <br />DOUIUSUNQ <br />FSET FROM STUD) INSTALLED THROUGH <br />I[TRUSS OF <br />(TRUISSAILIONEDVA[TH STUD) INSTALL THROUGH TOP PLATE INTO TRUISSARAFTER INTO TOP PLATE <br />OPTIMAL OPTIMAL INSTALL THROUGH TOP TRUSSIRAFTER <br />PLATE INTO TRUSSNtAFrER <br />WIMM DMU70P PLATE 8000NIMUM 111101r2m <br />CONTINUOUS CONT.2X4(MI )w/ ING PER PLAN <br />STRUCTURAL (2)10d= <br />0 2X4 BLOCKING AT STRUCTURAL SHEATHING. SHEATHIING, SEE It, <br />I, (SEE PLAN FOR PLAN FOR AT <br />D.C. VW (2) 12d TOENAILS 2X4 OUTRIGGER 2r O.C, REUD AT <br />EA, END TO TRUSS ATTACHMENT) ATTACHMENT ... EA. OVERHANGS GREATER THAN 16. OUTRIGGER TO <br />I Od TOENALS 0 ATTACH TO GABLE DROPPED TOP CHORD <br />PFIE4340INEEFED r D.C. TRUSS TO ; . , "' TRUSS (3)10d <br />BOND BEAM PER TRUSSES AT 24- D.C. TOP PLATE ZONTAL SPACE. W/ TYP TRUSS CONNECTOR PER PLAN <br />- =EA SIDE STRUCTURAL -,, <br />PLAN AND SCHEDULE WALL FRAMING T— -TE SHEATHING PER DFKWMIWQAMWV <br />Ir CMU WALL, SEE SHEATHUNG PER PLAN PER PLAN Wool) 0(4 KDCWM 0 CONT. 2X4 (wP REOD AT 170 MP14 OR a�TER <br />PLAN FOR VERT. POW. META16ATBILOCKING EDGE NAILING SHEATHING EDGE (2) 10d US <br />IN UIEU OF BLOCM48 AND W/ (2) 10d 0 EAL AT <br />END TO ADJACENT 2X4 LADDER 3 <br />EDGE NAILING SHOWN TRUSSWIEB w D.C.=) AT BLOCKING AS RECIUVRED <br />WAILWAMOONMWAMIFONOW imirm WITHIN THE M" IT IS (OR BOTTOM OVERHANGS LIP TO 11r. FOR BRACING BY TRUSS <br />ACCEPTABLE TO USE CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER. <br />'EDGE NAIL SPACING TO PERMANENT TRUSS <br />\��W�TOSCALE R;;;= BOTTOM CHORD OF TRUSS AS SHOV*4 CHORD * (2) 18d NAILS SPACING PER TRUSS <br />TO TRANSFER LOAD. ATIVOC. I I <br />TOE-NAL m"BILOCKING0 GABLE TRUSS %W SEE REQUIRED MANUFACTURER 0 104r <br />SHEATHING EDGE VW VERTICAL AS BRACING PER TRM MAX SPACING. <br />STRUCTURAL EDGE NAALJMNGf-4/" (2) 1 Od 0 EA. END NOTED IN THE MANUFACTURER (i) ADDITIONAL FLAT 2X4 <br />SHEATHNG PER PLAN SHEATHING TO ADJACENT STUD FRAMING SH�EET (La ISM REOMTS) WITH BLOCKING <br />PRE-ENGINEERED 8PIUM801110OHM TRUSS NOTES EXTENDING A MIN. OF R <br />TRUSSES AT W D.C. TRUSS SAYS PLACED <br />PERMANENT <br />TRUSS STRAIP PER PLAN R 10d NAILSO M 10d NAILS 0 TRUSS SPACING <br />EA. TRUSS CHORD EA. TRUSS PROVIDE 2xl Prr PLATE Wi IM DIAL x OFAILTINGINS-WMAX. <br />NAIL BOTTOM CHORD OVERALL SPACING) <br />OF GABLE TRUSS vw ANCHOR <br />12cftr$AT4'0.c. PL WASHERS AND r BASED. NOTC1 <br />AS <br />EXTERIOR A35 :1 5 MAS01 HORIZONTAL 2x BLOCKING OVER PLATE BLOCKING BETWEEN <br />L. BOND BEAM, UNTEL BEAM FIRST 3 SAYS OF <br />el cm =%V" -ING PER PLAN SEE PLAN FOR OR RAKED BEAM PER PLAN. FOR RAKED FRAMING 10 <br />—T <br />SEE 4=PLM." SEM 0 VAULTED CONDITION. SEE PILAN PERSAAMENT SPACING <br />VERT. REINF. AND DETAIL W/100194-O.C. <br />BRACW@ PEFENDIDIM BK WALL PONOW limma WEEM71=10MMIAL 111/01/211123 <br />\��NarTO WALE R';" 1�� <br />nr -10% 3 'r - 10% V - 10% <br />x HOUSE WIDTH HOUSE WOTH FAXM W11 OTH 3 (8) 1 Od NALS <br />ENGINEERED WOOD ROOF <br />EA.STRAP TRUSS AT W O.CL MAX <br />T (1) 2 3 (D 2 <br />YA OuAmTTw OF MISSED TRUSS <br />STRAPS NSSED EXCEEDS N <br />x CONSECUTIVE LOCATIONS. INAITALL <br />HGAMIOKTA w (,+1A4%d-3W MASONRY <br />RIDGE <br />RIDW RIUMM SOREM TO TOP OF WALL & <br />(D (4)-1 /M -l1r SIDS BORIEWS To TRUSS <br />END (D_ TO AFFECTED MISSED TRUSSES <br />x NL- <br />J4 TYPICAL CMU WALL <br />111112peff0m <br />i <br />1 <br />1 2 <br />1 3 <br />AN RATED SHEATHIING <br />ITE <br />Sd RING <br />PANEL 0 SUPIKIFTS (1) <br />Ir D.C. <br />r O.C. <br />4'O.0 <br />OR <br />SHAW <br />Tilk 1513r SPAIN RATED SHEATHING <br />0.1 tT x 2-W <br />OR <br />PANEL FIELD (1) <br />Ir D.C. <br />ar O.C. <br />ar O.C. <br />I <br />METAL I SW SPAN RATED SWATHING <br />Mmm <br />1. LONG SIDE OF SHEATHING TO W PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL <br />2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES. <br />I FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION 'r OFFSET FROM ROOF RM <br />W WIDE HOUSE - I ZONF, 40 WIDE HOUSE - It ZOME- SO WIDE HOUSE - IF ZONE. W WIDE HOUSE - f ZONE <br />(I)SNPOONNTSM16(m <br />APPROVED EQUAL) AT <br />EA MISSED LOCKTION <br />(4)1AVx2lJ0 <br />MASOMAY SCREWS <br />AT EA. STRAP <br />CONDIT1101111110pum <br />1. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1.110 ba. UPLIFT. <br />2. NarACCEPrABLEONMLILTWtYTFRMAPPLIrATK)NL <br />IF FIELD CONDITXX% DICEED CONDITIONS OF USE CONTACT ENINNEER OR <br />ARCHITECT OF RECORD FOR APPF40PFKATE SOLUTTICAL <br />WNIUMATTAG"MiM PAAXIMUM OF 150 MPH EW Q 1 1101AM -- IlAmram <br />Rl3�M=7=SWffM <br />ST F;�71110 T SCALE RZ130 <br />STRUCTURAL Tw <br />SHEATHING PER PLAN CONNECTOR <br />PER PLAN <br />CoNT. X" w/ m N <br />12d NAILS <br />SEE REQUIRED <br />-ER TR 88 <br />MAhlUFACTURER <br />ALT. OUTILOONER <br />(MQU AT 17UMF" Ui�ATEM <br />CONT. 2X4 Wl M 12d NALS <br />STRUCTURAL SHEATHING <br />PRE431IGINEEFIEDWOOO <br />TRUSSES AT r-W D.C. MAX <br />FASCIA, <br />(SEE ARCH. DWG.) <br />VALLEY SET <br />TRUSSES 0 2r OJC� <br />MIN. r LONG 20 =mljEy 8 U-1 <br />GA. RAT STFIAP�� 2WWO.C. <br />04EATHM <br />PER PLAN <br />U_ <br />LJ(l) Bawl 5wo <br />TRUSS CHORDS <br />W/ (3) 10d EA TRUSS SCREW <br />END. TO EVERY <br />OR TRUSS BELOW <br />VALLEY GET <br />TRUSSES 0 2C D.C. <br />SHEATHING <br />PER PLAN <br />------------- <br />0 EA VALLEY <br />TRUSS L TO COMMON <br />T—WM—:/4(3) 10d GUN NAILS <br />BOTTOM CHORD OF VALLEY <br />TRUSS NAILED TO PURUN 14 <br />I Od GUN NAIL 0 Ir D.C. <br />111/01mm <br />\��NarTO WALE F;� <br />2X4 LADDER FRAMING AT 2-r <br />2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EAL END W <br />O.C. REO'D AT OVERHIANGS <br />(2) 12d TOIENAILS. MAIL SI-EATHIING TO BLOCKING AT Ir D.C. <br />GREATER THAN I r, ATTACH TO <br />wl MIN * W MAIL$. BLOCVA SAYS BACK FROM GABLE TAM. <br />TRUSS TOP CHORD w/ (2) 1 Od <br />VIA SECOND BRACE IS REQUIRED. <br />NAILS AT W D.C. <br />NNL TO OPPOSITE SIDE OF BLOCKING. <br />STRUCTURAL <br />1. AT VERnCALS 74r TO df4r USE ONE ZKA V BACK <br />SHEATHING <br />PSI PLAN <br />2. AT VWTICALS OVER N-V TO 9-0 USE M 2X4 'V BACKS (1 <br />EA. SIDE) (OR FRAME PER CASE 3 BELO". <br />3. AT VElRnCALS OVER ff�C TO 13`4r USE ONE 2X4 V BACK <br />AND AN ADDITIONAL DIAGONAL BRACE IS RECIUIRED AT THE <br />PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS <br />RANGE ATTACH THE DL40ONAL AT MID. HEK*fr AND TO THE <br />f, <br />BLOCKING BELOW THE ROOF SHEATHING W (5) 12ft AT EA. <br />SEE PLAN FOR <br />END. IN ADDITION TO THE SECOND DIAGONAL, A <br />ATTACHMENT OF <br />STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND <br />MUST BE ATTACHED TO EA. -L' BACK WITH (2) 12ft AND ONE <br />ALL STRUCTURAL <br />SIMPSON HE OR ONE USP FITE CONNECTOR <br />SHEATHIING. <br />SKM <br />SIDE NAIL ALL'V BACKS AND STRONGBACKS v# 12th AT V <br />12. <br />BLOCKM <br />D.C. NOTCH 'L* BACK13 AT TOP AND BOTTOM. <br />PRE-ENGINEEPIED WOOD <br />TRUSS ANCHOR TRUSSES AT r-W O.C. MAX <br />PER PLAN <br />CMU WALL PER PLAN FASCIA (SEE ARM <br />SHIE" <br />TRUSSANCHO� <br />PER PLAN <br />FRAMING PER PLAN <br />PARTIAL WOOD BEARING <br />8 HPTRIMMUDEUPWIM11M "MrAn <br />w—p R;Z;00 <br />cow'sawn T'Km STFUCTUIVL rAVAL& <br />,UNA" PER" `WLT0 <br />BoTromoomop� <br />T"m"mm <br />Tommm <br />SmAmme PEON liledsumfim <br />SEE Efro <br />BRAMNSIRSIN ..IAW.PM <br />APKMW <br />=MT.&F <br />ARMIG-1. ME. U)m <br />AT—at.� <br />W�OWYMU�AT CUnNuous <br />.�Ot— SHSATmm <br />lu� rcemaL Em <br />.TRLWIBM� <br />MW�SW <br />erpoicILML MWVAE EA SO <br />ms�ww OF� <br />WRONG FROM pm TRImalf-w <br />�emowm TOPPLATINITO <br />�Vflm TpKm 0 <br />ft� K0000 01407�= 0 r. (1) EA PLY. PER SHEArANG <br />US MASONS �7�1 — N-p pffl� <br />PON r IMMEMMIAL <br />�qz& '�Z7 — <br />EDSE NNUNG FieUstone j, <br />PER" <br />�T.N^mSmw*. <br />ATTPZMEW <br />e—I'd��cm� C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.* ENGINEERING: <br />29349 <br />(3 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />02/13/2024 <br />DATE <br />No. 8 <br />OF <br />Illifill"ll <br />MMhlgan <br />3400 Aubum Rd <br />Sufte 200 <br />Aulbourn Hk MI 48326 <br />+1248.622 4035 <br />129M Tarnpa Oaks Blvd. <br />sufte 150 <br />Tarnpa, FL 33637 <br />+1813.46&3310 <br />0 <br />0 <br />z <br />9 <br />Fn <br />0 <br />cd <br />w <br />- <br />00 <br />0 -J <br />co <br />U) <br />0 <br />cr <br />I --I <br />L <br />�MAWN BY: I FAE I <br />VERSION: �5�0] <br />SHEU NAM <br />DUAILS - <br />ROOF <br />SwEr Al <br />S4.1 <br />