Laserfiche WebLink
STRUCTURAL SHEATHING, SEE PLAN AND <br />DETAILS FOR ATTACHMENT <br />11/2' PRE-ENGINEERED <br />WOOD TRUSSES <br />AT 24° O.C. MAUL <br />-OR. <br />2x BLOCKING AT 2x RIBBON BOARD <br />SHEATHING EDGES w/ (3) ATTACHED TO TRUSS <br />Sd NAILS INTO TRUSS W(3)10d NAILS. 24' <br />CONTINUOUS O.C. CENTER MAX. <br />STRUCTURAL CONTINUOUS <br />SPACING <br />NAIL PER TYPICAL CONnM10Us STRUCTURAL <br />SHEATHING DETAIL SHEATHING NAIL PER <br />TYPICAL SHEATHING DETAIL <br />TYPICAL TRUSS TYPICAL TRUSS <br />PEA PUN DETAIL AT TRUSS HEEL > 9 1/1' <br />ANCHOR PER PLAN <br />NOTE <br />REFER TO ARCHITECTURAL DRAWINGS ANCOR TRUSS MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE INFORMATION. (La. HEEL HEIGHTS, SLOPE, OVERHANGS) <br />STRUCTURAL SHEATHING, SEE <br />PLAN AND DETAILS FOR <br />ATTACHMENT <br />PRE-ENGINEERED WOOD <br />TRUSSES AT 24. O.C. MAX <br />TRUSSANCHOR <br />PER PLAN <br />O.a FASCIA (SEE ARCH DINGS) <br />BOND BEAM <br />PER PLAN <br />DETAIL AT TYPICAL TRUSS <br />W HEEL < 9 1/4' <br />R <br />Mail <br />FFsaaLMl�■eaLaeLa■nq <br />1 <br />a7■IOeal <br />1■1MRaWr09R <br />aaL7aeaWME IN <br />0■e/IMINlalaat <br />lesfrat� <br />aalaa1ra71®Af■Ir <br />111raMtrlmlaiara <br />rm <br />ta■IgeaaMaMlaamaML <br />I■1MOLawwM <br />I MPA J meals <br />®LR1■M$>Iff M <br />aaLMalae■alaeMea <br />MALMaRa1aR <br />HEa■aW&=a Bret <br />as <br />■■MOI■M <br />■rl■M <br />llllwf M1aMq m■be1VICFBII.■aFiEL <br />Mw MKInt" -covy <br />�apaaL <br />Nl1�EAEOAtE■.tl <br />ISIMLaaaLao <br />a 1011Ya <br />\ IILIp\BIB <br />�llleq � <br />a I.R1Falar_�a <br />OI■d�.11l■■�\rLIC <br />��ROOF ItNIW VI1111fW1f11 1110INIM 11" ITNN17O TTY M 11101/2023 <br />nv1 Wait ... <br />NOT TO SCALE R1VA4010 RW W-020 <br />� 1aLearMwsarlm <br />M119ai <br />1afI/1aMI1R tarot <br />aaFrnal <br />aWNI■M <br />aaNealaM <br />■aoaa/uFs <br />■■�aLA <br />1a■ou■rar <br />wen tAa1a�>.l <br />■a1a■r■■ <br />aIOM <br />a J <br />nowumorm <br />a MPA <br />------------- <br />0 D eIR...s.tLe.eeauem.el <br />s■rllwarl■A <br />\Mda46a1R■■al■A <br />■ <br />R06 TTRhla7VXLGL JGI VfGTTFW 11101/2023 <br />NOT TO SCALE RING050 <br />0 <br />NP <br />iaOAa MOAlfo111 <br />a iiLallot <br />OMMFMN03mq <br />ItiNiLae/A1■ <br />1■a■®a■■arot <br />naENMR I■ <br />a1aME <br />afi.MMM <br />N■IMa4aEMIaH. <br />IFaua•1oo1a <br />as. <br />%I�RA1;11G @ IIOIEIRL EXT. WALL (WOI�SFFJII� 11 /01MM <br />)-Awt— <br />WM/-0nv SCALE R70 <br />ow-� <br />aaFallee <br />1u <br />atFMaee.>s■ <br />VENOM <br />I <br />r <br />Mra■eaetawer <br />woueoaai ml A <br />fat <br />fet <br />fell <br />a <br />aelMralllL®aleler <br />MQdK <br />a <br />alum A <br />fell <br />Tot <br />Tot <br />MaL• lalaamallai <br />all: <br />Llaa=ralleala■t■1e lDA CIMMTMM. <br />I finala/aa■e6aa mmuaa <br />LRMaM.a■La1Al MKIDIUF=La11■met�Taa3latlal M <br />a'MEIDE. fnEIRA■MM.f>aE,rMRI.E.f>a�/rEalE..aE <br />R11 ROOFSFE 7WATiAq'WDIAMII PMMCFUMWQ 11/01/2023 <br />RWG-110 <br />\ / 3• <br />+.4"" 314' <br />22 t/2' 22 12' <br />OPTIMAL oPTIMM <br />22 1PY TRUSS OR <br />90, TRUSS OR M1Y-� on RAFTER TRUSS OR RAFTER TRUSS OR RAFTEjjl <br />RAFTED �� (2) SDWC15600 (2) SDWC159D0 (2) SDWC15600 <br />SDWC15600 <br />m m Q ID 11 mOVEAWWO OVERHANG OVERHANG <br />PER PLAN PER PLAN PER PLAN1/2'-1 3/4' 3/4'-1 1/4' 3/4'-1 114' 1/Y-1' 1/2•-1' 11/2'-7/r <br />aMLEa■.`0aF■MapA atl(eacmFalaanle et■LQ`0aF■FMpA ommm'al.M 8 WREIM0aF■ 1) <br />paMOt■TRI■alq (■■aa aD.Flatq piwouta■M■Leq mmma1q aaal■��■ WRM <br />a{Fn1m41.N■aM1�FR MaLla�laltAEap11�■! ■■La1a.I1Q11maD a1ML1a.I1RMEap�FF■I <br />1■.tIH <br />DOIIBLETOP PLATE $GRANMOM <br />CONTINUOUS CONT. 2X4 (MIN.) w/ STRUCTURAL <br />STRUCTURAL (2) 10d NAILS SHEATHING PER PLAN <br />SHEATHING, SEE <br />PLAN FOR 2X4 OUTRIGGER AT 24- O.C. REOD AT <br />ATTACHMENT OVERHANGS GREATER THAN 15•. <br />10d TOENAILS ® ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO <br />8' O.C. TRUSS TO (� A35 TRUSS w/ (3) tOd <br />HORIZONTAL BRACE w/ TYP TRUSS CONNECTOR PER PLAN <br />TOP PLATE ------- <br />WALL EA SIDE STRUCTURAL <br />WALL FRAMING ALONG TOP PLATE SHEATHING PER PLAN DEED TOP (GABLE W/ OUfFilOOH>� <br />PER PLAN <br />WOOD 2X1 BLOCKING O CONT. 2X4 (MIN.) w/ REOD AT 170 MPH OR GREATER <br />EDGE NAILING SHEATHING EDGE (2) 10d NAILS <br />IN UEU OF BLOCKING AND W (2) 10d ® EA <br />EDGE NAILING SHOWNEND TO ADJACENT 2X4 LADDER FRAMING AT <br />Wm11N THE GABLE, IT IS TRUSS WEB 24' O.C. REDD AT BLOCKING AS REOUIRED <br />ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15•. FOR BRACING BY TRUSS <br />AGE NAIL SPACING TO CHORD NNUNG ATTACH TO TRUSS TOP MANUFACTURER. <br />AS SHOWCHORD W (2) 16d NAILS PERMANENT TRUSS <br />BOTTOM CH AT 16' O.C. / BRACING PER TRUSS <br />TO TRANSFER NU LOAD. yµ BLINKIGABLE USS BLOCKING SEE REWIRED MANUFACTURER ® 10-0• <br />TRw/ <br />EDS AS BRACING PER TRUSS <br />TOE -NAIL SHEATHING EDGE w/ VERTICAL WMAX SPACING. <br />EDGE NAILING (2) 10d 0 EA. END NOTED IN THE MANUFACTURER (1) ADDITIONAL FLAT 2X4 <br />70 ADJACENT STUDXTENDING I MIN. OF (3) <br />SHEATHING FRAMING SHEET -A � (i.e.IieBSCI REOMTS) WITH BLOCKING <br />aFllcEDSHIS MM TRUSS NOTES <br />RW W-030 <br />CONT. 2X4 W (2) <br />,zd NALs <br />ns■lm■oLSM <br />STRUCTURAL <br />SHEATHING PER PLAN <br />SEE REWIRED <br />aloaamaa Rea1M <br />BRACING PER TRUSS <br />MANUFACTURER <br />i1Lma'IrrRA►et <br />aIDaolellaatlRlOf <br />� <br />�10alalal(1a.AR.IaIMLga011 <br />A tYla■t, ala W A DaD�aRf <br />alc■r1lMreu � <br />aat <br />aaL7alaa MM <br />aaF�ILaaISIeLs <br />aFwanne <br />TRUSS BAYS PLACED <br />BETWEEN PERMANENT <br />(3) 10d NAILS ® (3) 10d NAILS® TRUSS BRACING <br />EA TRUSS CHORD EA. TRUSS CHARD NAIL BOTTOM CHORD RaeeaRal■ra!E1arAMlaawaff (RESULTING 1N BRACING) <br />MAX. LRIBtBra W.e10a�1■ FIU!■laa■7aNl■.I IMRF <br />reraflla■araoTa� ■LaIIO®La OVERALL LL BRACING) <br />OF GABLE TRUSS wl leaallaaaa/1alaaw la■Maarteaa■MEAarL'alal <br />DO 12d'e AT 4'0.C. a00eYp■Mi HORIZONTAL 2x aLY�V1Y.let�■.� <br />BLOCKING BETWEEN <br />A35 A35 SEE PLAIN FOR MASONRY ��a l�a>gaea.a#1■IIAI FIRST F�� TO W a�lF6al R��e <br />IRA lYF00D1 ArA OLABOIatri ATTACHMENT OF AIL IaaMaaMa>plmMa{aEMNa®L PEWAA�NTBRACNG lalaaflallaa <br />a/��'pI M� pI LL1� pp�/�L/� L�� STRUCTURAL SHEATHING. w/ tOd ®4• o.c. �}pL yM}� p�� /�LpL MF� pL LLB ��f 4a��FIMtI_a7ff <br />R09•MEDDTIMWAMDETA� ttlot/2023 R09 171TI TWALGNILLEEERp/ITyLaI�LYWWAL 11101/2M <br />NOT TO SCALE RWM-090 NOTTOSC*ATfn/MjCIMMQ RX;M <br />OHO Fieldstone <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />29349 e�— <br />O IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/06/2024 <br />DATE <br />`0 <br />,,,11 <br />��• fit,. • vac s ' <br />O. <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Aubum Hills, MI 48326 <br />+1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www.holdsioneae.corn <br />0� <br />N <br />F <br />O <br />1 <br />r <br />L <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />DETAILS - <br />ROOF <br />SHEET # <br />S4.1 <br />J <br />