Laserfiche WebLink
STRUCURK SHEATHING, SEE PLAN AND <br />DETAILS FOR A1TN7aAER <br />11/r PRE-@IOt'E� <br />wOODTRussEs <br />AT 24' O.C. MAX <br />.OR- <br />2<BLOCING AT 2<RIMON BOARD <br />SHEATHING EDGEB•d M ATTACHED TO TRUSS <br />$ INTO TR1188 w � 10d RAILS. 2P <br />ad CONTINUOUS D.C. CENTER MAX <br />SPACING <br />STRUCTURALSHEATHWO STRUCTURAL <br />NAL PER TYPIM CONTINUOUS �TUIRAL <br />SHEATHING DETAIL SHEATHING NAIL PAIL <br />J Y TRuBB TYPICAL SHEATHING DETAIL <br />ANCHOR PER PLAN DETALAT TRUSS HEa>I1N' rYPICALTRU88 <br />ANGDR PER PLAN <br />NIM <br />TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRIM PROFILE INFOIIM710K. pa HEEL HEIOHB, SLOPE, OVE*IANGW <br />STRUCTURAL SHEATHING, SEE <br />PLAN AND DETAILS FOR <br />ATTACHMENT <br />PIE-E10uMpED WOOD <br />TRUSSES AT 24.O.C. MAX <br />TRUSSANCHOR <br />PER PLAN <br />FASCUA, (SEE ARCH DWGS) <br />BOLD REAM <br />PER PLAN DETAIL AT TYPICALMSS <br />%WHO<I1µ• <br />R01 ROOFmONIlA80 w 11/o1/2028 <br />Nor ro SCALE RWM-010 <br />ul/aaRnletrllw wranwq <br />IwN/IlNA1M �tLRltallNls <br />IwM�IwrRYm <br />MMRaINN <br />tMN <br />f6tN14l6MIOi NUS <br />H� LwwHnttN <br />R07 K18MMIMM13MMIMMIRR wolraw <br />NOT TO SCALE RWM-070 <br />MtTMew.. <br />MILIRMK<�NtINN1 a �UNLlaaaiNOtTMIYa <br />sNMaMMIrTaa�MTTTwMLIRTIt <br />INNAwO ► IR�Nm��` <br />A• a CNM�1NlONwwtwrL <br />IMMip swNf tFBIIHMw a <br />ilms <br />wNMNNw.NN1R <br />Iw1eOLILIIiNMI HMMMTAmaANTR <br />IE1MgaANMI <br />M11SM MEIw 4•-14H�/P•1P <br />"x M `III II <br />wrawtaMTR <br />M <br />�wOIEM <br />DIEM <br />ffxkow LM) OIVrINMML�NIR <br />TOR <br />MLR111�Twellt<IM <br />Roe ROOF13MONMM 1110ir x2 <br />RW~W-M <br />421/r <br />3n TRUSS OR <br />RAFTER <br />215M <br />m <br />OVERIYVIO OVERHANG <br />PER PUN PER PLAN <br />Vr•1 aw <br />..Ew.amt..tol. MlslttllMTNI <br />�onsgum" an <br />MaNM1QlU■1tI■NNlN NA1N1811QIINIRwwNN <br />/ TRUSS OR <br />RAFTER TRUSS OR RAFTER TR18a OR RAFTER <br />M SUYW:15m0 M SDW S000 M 8OWC15000 <br />+l- tµ• <br />0 r". <br />OVER ANG+/- fµ' PERPER PLAN <br />PER PLAN-i 1• MMM 1 •7/0' 1/r-7/r <br />�• MawamIMMI <br />+F 1µ' 2p'- .�• (MM�� MINIIIwwNiNw01RMT <br />711 22,rr MLL11a01N1aMIM0 M41�L1NMLMTwTwFN <br />OPTIMAL OPTIMAL, lw <br />R03 7REAVISMDOWE701"PIAiEOBCONNEO 0113 ttrot/2028 <br />R; 030 <br />CONTINUOUS CONT. 27(4 (MIN.) Vd <br />STRUCTURAL , (2)10d NAILS SHEATHING PER PLAN <br />SHEATHiANG. SEE <br />PLAN PoR 21L4 OURIERGOAT 2!• O.C. FE `D AT <br />ATTACaEM/T OV9WANGS GREATER THAN 15•. <br />IOd TOELAIS @ (� A95 ®EA ATTACH TO GABLE DROPPED TOP CHORD i : .' OUTRRGOEA TO <br />S O.C. TAU88 TO „ KGRACE w/ TYP TRUSS CON4ECTOR PER PLAN TRUSS 1q (3)1 Od <br />WALJ. FRAIaN10 � T� Pub SHEATHING PER UUW DRO"M TINS SAME � OU}p GASIM roENAlls <br />PER PLAN <br />VV= 21L4 BLOCKING ® Cam• 9Lt (N'L) `M READ AT 170 MPH OR GREATER <br />EDGE NAILING SHEATHING EDGE (2) 10d NAILS , <br />IN UEU OF BLOCKING AND V#M10d@EA <br />EDGE NAILNO SHOWN @O TO ADJACENT 2IA LADDER FRAMING AT <br />WITHIN THE GABLE, R E TRUSS WEB 24. O.C. REQ'D AT BLOCKING AS REQUIRED <br />ACCEPTABLE TO USE (OR BOTTOM OVERIHANGa UP TO 1r. ' FOR BRACMG BY TRUSS <br />43M MAL SPACING TO CHORD NAILING ATTACH TO TRUSS TOPMANUFACTURER PERM TRUBB <br />BOTTOM CHORD TRUSS AS SHOWN) CHORD %Y (2) 1Id NAILS '�' TRUSS <br />TO TRANSFER -NAL o" BLOCING e GABLE TIVO.C. GRACING PER TRUSS N/ SO REQUIRED MANUFACTURER ®1B-0• <br />TOE•NAL SHEATHING EDGE w �TN,K WEBS AS SPACING PER TRUSS MAIL SPADING. <br />EDGE NALNG (2) 10d ® EA END NOTED IN THE MMaUFACTUREi (1) ADDITIONAL FLAT 2YA <br />SHEATHING TO ADJACENT STUD FRAMING SHEET i as BBCI REOVM WITH BLOCING <br />NL ,M OWATH N TRUSS NOTES EXTENDING A MIN. OF (a <br />TRUSS BAYS PLACED <br />WEEN PERMANENT <br />(010d *MIF;EJA <br />(3)10d NA <br />ILS TRUSS SSS SPACING <br />EA TRUSS TRUSS HAIL BOTTOM CIDID ltaN.w�I■rwlti (RESULTM IRA B-o MAX <br />OF GABLE TFN1S81</ NdNRAAtNaeTBR MIRY ovaRALl 128a AT 4' O.C. awML HHORIiONTK2< BL.00MING BETWEEN <br />FIRST S RAYS OF <br />80 PLAN <br />NFO OF ALL AMENVLMN ILK aM MIE11M PERMANENT T BRACING <br />STRUCTURAL SHEATHING. VW 10d ® 4. O.C. <br />u <br />O ° 0 <br />a ° � ■i � w� o <br />° <br />IfMlNtiaN <br />a <br />wL1MnIIMIawN <br />w <br />! t�MltMr <br />tlaaNwTet p <br />rot <br />m <br />fm <br />■MMt <br />U~ <br />MlM <br />Im <br />Hat <br />Im <br />LIMaMtaawN <br />t <br />tilt <br />sMMe•IaR�MTltt:•�aR�MION-Is;RIMLM•IM <br />sommow <br />taw NW11■LIIaMIwMtobmt <br />It NMaNMwITTT�lvwwma <br />ats <br />ER <br />$I�A�/KiA��}i II�1� pMKvwTwNq 11ro,r R13 MM $ W OM ,1ro,rmw <br />R;;7110 TO SCALE RRWM•180 <br />STRUCTURAL RIMIOIN3• <br />SHEATHING PER PLAN EEM <br />CONT. 2L4 w M <br />12d NAILS <br />SEE FEOUIRS) <br />BRACING PER TRUSS <br />MANUFACTURIM <br />J' <br />aIIIwRIM <br />OvtIIMAwI1Y J <br />MMllpla <br />1llNN1w�1N1RM <br />mR <br />Romano 1 <br />� lweatwM�a7m <br />1wlr� <br />Nnalnwlur flla11111Fst <br />`MMow <br />NINISM a� <br />■AIL �NCM1w <br />/A M <br />� J <br />aMMIM <br />-------------- <br />■ILMMIIMlIN4w000aNl <br />TNh1AwNM <br />IOBweMOwIC1MVA <br />NwadwwlKOM <br />ROB 1fMJ88YN1l:YSETON9iFfU1E 111ro1rm22 <br />NOTTO BANE R;"'-N <br />WIA <br />ttA�ISIIttli►N)AMtw1o■tMi1 <br />L ��I <br />MBaRTHI <br />NwtRNNYaMAw�NNIN�/�wH/w <br />3 <br />wNttHwNrLIRNstowrtwLNLAwuBNNaIIBaaN <br />IafOmlwla <br />TIONM�LTIWII06NwC�RNN <br />alNt7mNlIN <br />�� <br />�1M emu 6 MTA wa 11aa<aas <br />aYlsam #040 <br />* FieUstwe <br />C.O.A.#t ARCHITECURE: <br />AA26002802 <br />C.OX.#E ENGINEERING <br />29349 <br />O IBRAHEM ELAYES, PE <br />P.E.#t 91476 <br />IN BENJAMIN NIESE, PE <br />P.E.#t 86025 <br />02/06/2024 <br />DATE <br />i aT OF <br />104.1 <br />�ORAL `Cfrow��• <br />11111 <br />mmft- <br />xnrR Rd <br />Suite 200 <br />Aubum HE% Ml 48328 <br />+1 248.622.4035 <br />Ronda <br />1280E Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, R. 33637 <br />+1 813.466.3310 <br />O <br />J <br />_ <br />N <br />H <br />� <br />Q <br />l L M <br />Z <br />5a <br />Z <br />w <br />LL p <br />N <br />In <br />W <br />0jr <br />O <br />O <br />F <br />Me <br />LL <br />cc <br />N <br />VM, <br />W <br />L <br />F <br />p <br />C.)N <br />I-- <br />r <br />L _ <br />DRAWN W. I FAE <br />VERSION: 5.0 <br />DETAILS - <br />sHEU NAME <br />ROOF <br />