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STRUCTURAL SHEATHING SEE PLAN AND <br />DETAILS FOR �ii7A�HME <br />PRE-ENGINEERED 111119=91101111010URNIn <br />1 1/2' WOOD TRUSSES MWFMAT110111131T 4*-14* 4'-14* <br />AT 24" D.C. MAX. <br />3- <br />'OR 1/4' <br />2� BLOCKING AT 2x RIBBON BOARD <br />SHEATHING EDGES / (3) ATTACHED TO TRUSS <br />w/ (3) 10d NAILS, 24' <br />8d NAILS INTO TRUSS D.C. CENTER MAX. -OR- .4' 3/4' <br />291001110MATMEM1111111W TRINATI1110tM. <br />NAIL PER TYPICAL CONTINUOUS STRUCTURAL ALIOMMEIDEWMIDXW.UL�MUEOFMIM <br />CONTINUOUS SPACING <br />STRUCTURAL SHEATHING 69.0m <br />SHEATHING NAIL PER (410dwAilwormmwx OPTIMAL OPTIMAL <br />SHEATHING DETAIL NAM 221/2' TRUSS OR <br />TYPICAL SHEATHING DETAIL W.*EUM$Offm=nV&LRVNMCNM�atm <br />TYPICAL TRUSS TYPICALTRUSS F1311IMSEGINIXTAL MNMMWWKBWMML i IM79MUNC�Ml=IDIWRMQNMOFTIEVAL TRUSS OR A OPTI FTER TRUSS OR RAFTER TRUSS OR RAFTER <br />ANCHOR PER PLAN DETAIL AT TRUSS HEEL � 9 =1W ANCHOR PER PLAN P91TOMIMNMX 9MBIWWXMIMIMINOXWORIMMOFAM BTL 3(r M RAFTER <br />969"MCMIrpmn (2) SD 1 (2) SDWC15600 (2) SDWC1 5600 <br />NOTE'. FINIIIIIII30FUR RIMOMPS nmiw&Llm�WFULM01010PRMWMWMM SDWC15600 <br />R ERTOARCHITECTU DRAWINGS AND/OR TRUSS MANUFACTURER DRAVA� =KoxnKLMWM=MWMIWW <br />SEFECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGSS �FOR www"OKMERMNO FUN OVERHANG T -VER= 1) OVERHANG OVERHANG <br />STRUCTURAL SHEATHING. SEE DEMFORMUCHM PER PER PER PLAN PER PLAN <br />PLAN AND DETAILS FOR 1/2'-13/4" 3/4'-1 1/4" 3/4'-1 1/4' 1/21-1. 1/2"-l" 1/2"�7/8' 112"-7/8" <br />1'2' <br />AT <br />'31 <br />Us,; <br />J, <br />IIN. C. "I'LIN IaIa <br />MU <br />D <br />X W4. + <br />L <br />CA, <br />T I TP L <br />A <br />RA ER <br />WC1_ <br />SD' -W FIHA It <br />�AN. -VE, P E P NG ERHAN. <br />_PE ER LAN PLAN <br />tlll-1 3/4 3,4._l 31,1. /,�7/8-' 112'-7/.' <br />ATTACHMENT FREBOSIG)WOMMMATIlf0t, NIQUISMC111IF"TINS DMWWMCMFM70A (IM11MCNIIIIJIM 08LEMCMIRSINTIOND <br />PRE-ENGINEERED WOOD am Mw"MwMMq mmunwrRIUM lammmmaq MONLEDTWOJGHWMWBKMTOPFIA7E <br />TRUSSES AT 24'O.C. MAX. TROMIDIORPEIRM IISTALrAMTOPROKIMTKIRIWIFISt IM11IMTOPPLATENITITRaIRIFS IIIIIIIIII.Ow"TOPRawm MTALL1FMMPRMKM7KG1RVS <br />TRUSS ANCHOR <br />PER PLAN <br />gmSCIA, (SEE ARCH DWGS) <br />FA F91TffM%EiMDEFAL <br />hU <br />BOND BEAM <br />PER PLAN DETAIL AT TYPICAL TRUSS M7ALffTYPCL7Mw4HEEL< <br />�j HEEL � 91/4' 0000 1 M M w] <br />ROOF TRUSS ON MASONRY 11/01/2023 ROOF TRUSS ON FRAMING 11/01 23 TRUSSRAMR TO DOUBLE TOP PLATE SCREW CONNECTIONS 11101/2023 <br />_"o RWW-020 RWW-030 <br />Tmp"" <br />Euk 0 a mwwww <br />OMMEffiff7w <br />VIM <br />MOWTUNillrOt <br />TRUSS VALO SET OVER FRAIVIE 11/01/2023 <br />K::�/140-; TO SCALE RWG-M <br />VARUMMOK24voAzI1412d <br />SIREMRSEEK <br />j <br />DDIISIiIIFERPLMAND <br />Im3m <br />SIVIIIIIISPERPUIll <br />rCMWILLSEPIMFORVOIT. <br />WIA19RDINIS <br />(Z�_ WAL BRACING @ NON-BRG. EXT. W&L Waffiq 11/01/2023 <br />07 SCALE RX-_070 <br />R13 .. Twswrem <br />N.T 1. <br />CONTINUOUS CONT. 2X4 ./ (2) <br />CONT. 2X4 IMIN) wl STRUCTURAL IAILI <br />SHEATHING PER PLAN ITA <br />._ML <br />(2) 10d NAILS L <br />P <br />PER PLA <br />STRUCTURAL _\ <br />SHEATHING, SEE SHEATHING N <br />"RE. <br />USS <br />FIER <br />ENT OVERHANGS GREATER THAN' ss 0"Tell <br />I TOENAILS C& ATTACH TO GABLE DROPPED TOP CHO TO MANUFACTUUER <br />PLAN FOR 2X4 OUTRIGGER AT 24" O,C� REDD SEE REQUIRED <br />A TACHM <br />T BRACING PER TR <br />d EA RD <br />D (2) A35 C& EA. <br />S' D.C. TRUSS TO W/ TYP TRUSS CONNECTOR PER PLAN ... TRUSS w/ (3)1 Od <br />TOP PLATE HORIZONTAL 'BRACE, OUTRIGGER VALAM131RAMMMOPQC <br />I ONEIEA. SIDE TOENAILS ffiV#N*MUPMW OWNWASMIATOMWIM101i <br />WALL FRAMING ALONG Top PLATE SH. STRUCTURAL — <br />ALONG TOP PLATE SHEATHING PER PLAN DROPPEDT 3ABLEm <br />PER PLAN REDD AT 170 MPH OR GREATER I <br />WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN.) W/ , I <br />EDGE NAILING <br />SHEATHING EDGE <br />(2) 10d NAILS <br />IN LIEU OF BLOCKING AND <br />W/ (2) 10d @ EA. <br />EDGE NAILING SHOWN <br />END TO ADJACENT <br />2X4 LADDER FRAMING AT <br />WITHIN THE GABUE,rr IS <br />TRUSS WEB <br />(OR BOTTOM <br />24* D.C. REDD AT <br />OVERHANGS UP TO 15". <br />ACCEPTABLE TO USE <br />CHORD NAILING <br />I <br />ATTACH TO TRUSS TOP <br />"EDGE NAIL SPACING TO <br />AS SHOWN) <br />CHORD W/ (2) 16d NAILS <br />BOTTOM CHORD OF TRUSS <br />AT 16'0.C. <br />TO TRANSFER LOAD. <br />2X4 BLOCKING <br />GABLE TRUSS / <br />TOE -NAIL <br />SHEATHING EDGE .1 <br />VERTICAL WEBS AS <br />EDGE NAILING <br />(2) 1 Od 0 EA. END <br />NOTED IN THE <br />SHEATHING <br />TO ADJACENT STUD <br />FRAMING SHEET A -A <br />131 1 Od NAILS <br />SPLICED SHEATHING <br />131 1 Od NAILS <br />TRUSS NOTES <br />BLOCKING AS REQUIRED <br />BYTRUSS <br />=,1,1FACING <br />ACTURER. <br />SEE REQUIRED <br />BRACING PER TRU SS <br />MANUFACTURER <br />(i.e. BSCI REC`MTS) <br />— PERMANENTTRUSS <br />BRACING PER TRUSS <br />MANUFACTURER @ 10�-V <br />MAX . SPACING. <br />(1) ADDITIONAL FLAT 2X4 <br />WITH BLOCKING <br />EXTENDING A MIN. OF (3) <br />TRUSS BAYS PLACED <br />E NENT <br />RUSS BRACING <br />rilmmmmPsnm <br />2KEMNaTmmEkim <br />111MORTMINIL <br />02=11111311A <br />IV= <br />EA, TRUSS <br />A *HORDEZTRUSS C� (RESULTING IN <br />NAIL BOTTOM CHORD ImmkXII)IMMIM11104f W=14,pollilEkoomim i <br />1`11MINIRPLATE01 OVERALL BRACING) ILB810111*11IIAEVAT-MF <br />OF GABLE SS.1 11111xvififFLIMUNIIII)rRES1 k=HWaM h 1110091FORMSIBITMIOLN L131101,160IDT811044fillEMORT111M <br />TRU L <br />12d'� AT 4" D.C. 3D=OBRAIE HORIZONTAL 2. Kmalogdotror'lanmompli <br />1:93 ME! BLOCKING BETWEEN <br />35 A35 MASONRY \ DFAMFERFLM <br />_ WISMIOLLOWFAKLIM&SKORNOMPERK FIRST 3 BAY$ OF J\L Flaw <br />SEE PLAN FORNEDrAlliVALLTEDIXIMM BERMANDI)SAL FRAMING TO <br />FOR <br />A,A 6WOO ATTACHMENT OF ALL PERMANENT BRACING I 5—mtrze. --WnrwLoww <br />STRUCTURAI SHEATH wl <br />IN 10d 0 4� D.C. RIBMIM <br />-'\GABLE END TRUSS BRACING DETAIL 11/01/2023 STRUCTURAL ME END TRUSS DETAIL 1110112023 <br />ROU <br />NOT TO SCALE Ft;�—oqo �,�No-�—To sc4SHEATHEDSTRUCTURALGW R;r093 <br />J(D (j) 2 3 <br />SNTGRPER`(PjLANL PERM <br />SHEATH VALAMERPAIVAKrMOARIMAT VARMUffMOOWOILY.ATFACHAYEkENDWMIMMNA&KOOMMM <br />CONT. 2X4 �/ (2) oamnwrAirlmomRm <br />< a) 12d NAILS Mpoweellimmulamm *89MMU11IMMMILMI)ITNEMEOF <br />awn <br />am <br />WE MIX SEE REQUIRED <br />I I I ERCM 1. ffVaMQUj4rMffUIE0IIEIM'VffiX <br />CD BRAC NG PER TR <br />1�j NEWNFERFLM <br />(D MANUFACTLIUSER <br />W <br />I A & ffVWWO814MI14rUIEMEVAUMANDMAMffDKMWKMUS <br />am lip CME HF <br />BURR <br />WMUMOMWEMWOIOEkTROWBOUhAMOIEWSMISOROPE <br />�Kqm KS WFASBMMM Off.111AWRINNU urflUMMEM <br />1 1 2 1 3 RN)"Maw" MP MEWLML'V&MUnVMMItIMATrOZMVWMA70M <br />=111=519*00 IIIIIIIIII(Iffm R111180@11111IMM M fout for, Iroz wnmL <br />TMaWNIIIIIIAM OR D.Ilfxw OA wx <br />Ham wa <br />OR WIRFM M for, r OPA forL wa <br />saw <br />ML WSPIMPATI31818690 <br />I.LMSMOFIBTMMEFSFBMMMMMORWMTOM ?=X0B <br />1EDIEWMALSOARBOISIGGE8011WORROW PffiRM Mwx <br />&RMMDBIN03NEIUAMISOFMrALMMMK�TORETFROMIME)SE GKINOMPIA RxK;axMxwAwca <br />8100"FBIRM J L <br />TIUNKMI <br />�W�S H EAMTH �11NWI AT TAG H M E NT DI AG RA M W=N0FIWWHIVq 11/0112023 FBIRM <br />RNINGFOIRM <br />RXA10 wnwomaim <br />0� DUT%I HIP TRUSS BRACING DETAIL (BWON HIP) <br />R <br />NOr;O SCALE RWM-100 <br />COD Fieldstone <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: (!f-- <br />29349 <br />E3 IBRAHEM ELAYEB, PE < <br />P.E.# 91476 <br />BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/24/2024 <br />DATE <br />Z' No. 860 <br />.,0 STATE OF <br />p LORIV C, <br />&,fo <br />ME— <br />�2 <br />Has- <br />1,2 <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Aubum Hills, M1 48326 <br />+1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FIL 33637 <br />+1 813.466.3310 <br />www.fieldstoneae.com <br />0 <br />z <br />0 <br />P <br />"i <br />z <br />z <br />0 C <br />C <br />U <br />LU <br />< <br />Cr <br />< <br />0 <br />r- <br />L <br />_j <br />IDRAWN BY:T FAE7 <br />VERSION: 5.0] <br />SHEET NAME <br />DETAILS - <br />ROOF <br />SHEET # <br />S4.1 <br />