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EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />PANEL EDGE <br />7 <br />FIELD <br />SLOCIONG <br />EQUIRED (FAIN <br />I <br />SIZE <br />NAILING <br />PACING <br />I REQUIRED <br />S 711W <br />HEATHING <br />I I <br />ALL EDGES <br />PANEL EDGE NAILING <br />NOTE: PROVIDEBLOCKING <br />AT ALL SHEATHING EDGES S <br />3/8' <br />STRUCTURAL <br />SHEATHING <br />SINGLE MAIL EDGE SPACING <br />& 112S <br />DOUBLE NAIL EDGESP ING] <br />SPACING 2X4 BLOCKING <br />PER PL�AN SHEATHING SPLICE - SAME <br />NAILING THICKNESS AND STRENGTH AXIS <br />PER PLAN ORIENTATION AS WALL SHEATHING <br />EXTERIOR WALL SHEATHING <br />PANEL —1 <br />FIELD <br />BLOCIO14G <br />.UI.. 1.�N.]I <br />SIZE <br />I NG <br />.Lr <br />S PACING <br />REQUIRED <br />7/1 Ir <br />- <br />TO.C. <br />I <br />12' D.C. <br />I <br />ALL EDGES <br />SHEATHING <br />S <br />3/8' <br />STRUCTURAL SHEATH114G <br />A�FIELD NAILING. <br />FSINGUE MAIL <br />I EDGE SPACING <br />PANEL EDGE <br />NAJL114G <br />END MTHNG DUAIL <br />TWA SHEATHING DETAIL 11101/2 <br />Ll W 11/01/2023 <br />021)GABLE <br />SCALE WGW-010 -; TO SCALE WGG-020 <br />INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE: <br />Ix CUSTOM P.T. 1I TO at OR emATER BLOCK TO <br />I x WOOD MASONRY MASONRY <br />I x P.T. BUICK MATCH FRAME WIDTH BUILT-UP THICKNESS . 2 <br />ATTACH .1r NAJLS 04' ,4' = 1/4W MASONRY <br />ATTACH FROM ENDS AND 12, D.C. SCREWS @ 4' FROM ENDS <br />WINDOW PER REMAINDER. ATTACH AND ITO.C. REMAINDER <br />FLORIDA WINDOW THRU SLICK INTO 1 1/4' EMBEDMENT <br />PRODUCT MASONRY PER FLORIDA <br />PRODUCT APPROVAL <br />F MIR ELEVATION <br />8 :_,-�MMODINATTAI DUAIL 12/17/2021 <br />W.- <br />NOrTISSCALE WGM-140 <br />STRUCTURAL SHEATHING <br />III ATTACHMENT PER PLAN SILL PLATE, PER PLAN <br />2x FRAME WALL W/ RT <br />ANCHOR BOLTS OR STRAPS <br />SEE GENERAL NOTES, U.N.O. <br />, 4MIN . C.0 .' BOW SEAM <br />&VERT REINF.PER PLAN <br />L <br />11. <br />9 FRAME WALL ON MI WALL 11/01/2023 <br />140; TO SCALE WGM-121 <br />EXT. WALL <br />PER PLAN <br />2X4 BLOCKING (9 24' D.C. <br />N�UED BETWEEN STUDS <br />wl (2 1 Od NAILS EACH END <br />(�9 INT. WALL CONNECTION TO EXT. WALL <br />INT. WALL <br />PER PLAN <br />(2) 10d NAILS E14 <br />STUD TO EA. BU <br />PRE-ENGINEERED TRUSS PER MANUF 9 24'O.C. MAX� <br />ATTACH TYP TRUSS STRAP PER PLAN INOT SHOWN) <br />(6), 0.148'x3' FACE NAILS THAU KING <br />STUD TO HEADER (MIN. 3 EA PLY.) <br />HEADER STRAP REQ'MNT PER TABLE <br />ULT BASIC <br />WIND SPEED <br />HDR MAX <br />CUR SPAN <br />STRAP <br />RECfMNT <br />< 140 MPH <br />- _ <br />4 IFT <br />_ <br />I LSTA1 8 <br />.14OMPH <br />9FT <br />I MSTC28 <br />(2)-2x TOP PLATE INSTALL SIMPSON SSP PLATE TIES @ <br />9' 0,0, ALTERNATING SIDE OF THE <br />WALL FROM TOP PLATES INTO RAISED <br />HEADER BELOW OVER OPNG. TYP. <br />TYP TRUSS.TO-TOP PLATE <br />CONNECTOR PER PLAN <br />HEADER PER PLAN, (2) PLY. <br />MIN. ADDITIONAL JACK(KING <br />STUD CONNECTOR <br />REQUIREMENTS PER PLAN <br />(2)-2x TOP PLATE <br />(6) o.ms,,n. FACE NAILS <br />THRU KING STUD TO <br />HEADER (MIN. 3 EA. PLY.) <br />ULT BASIC <br />WIND SPEED <br />HDR MAX <br />CUR SPAN <br />STRAP <br />RE(rMNT <br /><140 MPH <br />4 IFT <br />LSTA18 <br />FT <br />MSTC28 <br />IFT <br />MSTA24 <br />160 MPH 5 FT F-m-sTZ4 EDGE MAIL SHEATHING AROUNID OPNG �14OMPH 9 <br />1 PER TYP SHEATHIf 1: ErAL REOW4TS <br /><100 MPH 5 <br />2XFRAMING BELOW WINDOW <br />PER PLAN OR <br />SHEATHING PER PLAN OPNGS PER PLAN; OMIT AT <br />AT FOUNDAT ON CONDITION . HOLD GENERAL NOTES DOOR OPNGS, TYP. <br />DOWN REOZEMENT PER TABLE: <br />ULT BASIC HOR MAX HD REOI -LR <br />WIND SPEED CLR SPAN AT 2-STORY FUR ­TO+ <br />�140 MPH 4 IFT DTT2Z W/ j8)-1/4'x1-1F?__ CONDITIONS (IF APPLIES); <br />& 1 V TITEN HD' <br /><1 40 MPH 9 IFT <br />HTT4 W (1S)-0A48'x1-1/r TO <br />F11 <br />KING & 518W TMEN HD* <br />160 MPH 5 FT <br />DTT2Z W/ (8)-1/4*xl -1/7 <br />a I r2W TmFN HD' <br />2x STUDS, SPACIP". <br />ULT BASIC <br />WIND SPEED <br />HOR MAX <br />CLA SPAN <br />HD REOfMNT <br />< 140 MPH <br />4 IFT <br />CS1Sx41r LG, <br />< 140 MPH <br />9 FT <br />(2) CS 16x4IrLG.' <br />� 160 MPH <br />I IFT <br />CS1 6X48' I G <br />PLANIN07-ES TYP. NO. STD HEADER CONFIGUMTION APPLY (1) STRAP TO JACK STUD W1 <br />(VIEWED FROM INTERIOR) STRAP & (1) STRAP TO KING STUD <br />AT CRAWLIBASEMENT CONDITION. TITEN HD SHALL BE SUBSTITUTED FOR ATR <br />OF SAME DIAMETER DRILL & EPDXY 6' MIN EMBED TO FOUNDATION WALL <br />TWA OMNG @ BMNG WAL (FIJCCD) 11101/2023 <br />WGW-050 <br />EXTERIOR CMU WALL <br />GARAGE DOM AND � E `� *, � <br />TRACK. INSTALLED PER <br />MANUFACTURE% <br />SPECIFICATIONS. <br />1X6 WOOD BUCK ANCHORED <br />TO CMU wl 1/2x 6' , <br />OA 5/8. WSIMPSON =S <br />HD'S / TWASHERS AT 24' <br />7___ O.C. & WITHIN 6' - DPAN <br />F E TO B"7 BOTTOM. OR (2) ROZS OF 1/D4' <br />TO MASONRY 1 ;3' MASONRY SCREWS @ I? <br />.C. STAGGER ROWS 6' <br />DOUBLE 2x TOP TOP PLATE CONNECTOR <br />PLATE <br />SPACING PER PLAN ICHOOSE <br />MID SPAN BLOCIO14G <br />ONE) <br />BETWEEN EACH <br />(1) SPF14 0 2X4 WALLS <br />STUD. U.N.O. <br />(1) SPHEI 2X6 WALLS <br />@ <br />b. (2) H2.5A (ONE EA SIDE OF <br />BOTTOM PLATE CONNECTORS <br />PLATE) <br />SPACING PER PLAN (CHOOSE 6w: <br />c. (1) SP2 <br />a. (1) SPH4 @ 2X4 WALLS <br />d, (2) SOWC156DO <br />(1) SPH6 @ 2X6 WALLS <br />e. STRUCTURAL SHEATHING & <br />b. (2) H2.5A (ONE EA SIDE OF PLATE) <br />-ATE) <br />4 <br />NAILING PER PLAN <br />c (2) SPI (ONE EA SIDE OF PLATE) <br />SHEATHING PER PLAN <br />1 (3) SDWCI 5450 SCREWS <br />2x STUDS AT I W OC <br />e. STRUCTURAL SHEATHING & <br />2x BOTTOM PLATE <br />NAILING PER PLAN <br />PER PLAN <br />IN KONG WIFT <br />8/27/2021 <br />W�Z 05 <br />EXTERIOR CMU WALL <br />WOOD BUCK ATTACHMENT: <br />INT. FINISH 2, OR GREATER BUICK TO MASONRY 1/4'DRIVE-IN ANCHOR <br />114' OR <br />GARA DOUBLE 2x TOP PLATE <br />I x WOOD BUILT-UP THICKNESS � 2 1/4' = 114-W GARAGE DOOR AND <br />RA <br />2. P.T. BUCK MASONRY SCREWS 9 4' FROM ENDS TRACK, INSTALLED PER a <br />MAN <br />AND 12* O.C. REMAINDER./ 1 1/4' MANUFACTURERS MID SPAN BLOCIO14G BETWEEN <br />A ACH DOOR PER EMBEDMENT SPE EACH STUD AT FRAME WALLS PER GENERAL NOTE <br />T SPECIFICATIONS. 2x 1 <br />FLTORIDA PRODUCT / PLATE HEIGHTYA'OR U.N.O. PER PLAN S <br />APPROVAL ALTERNATE TALLER, OTHERWISE MAY OMIT. <br />CUSTOM Pr BUCK TO MA90NRY .01 112'. 2 1/4* HILTI <br />MATCH FRAME WIDTH, ATTACH w1'r ANCHOR OR EOL <br />BRICK EMBED INTO MASONRY (1) PER <br />NAILS 0 4' FROM ENDS AND 12'O.C.. 9r SHEATHING <br />BRACKET rN 2x BOTTOM PLATE PER PLAN <br />�-. t_ - <br />MOLD REMAINDER. ATTACH DOOR THAI <br />M <br />FINISH PER BUCK INTO MASONRY PER FLORIDA F TO I Is MATCHING WALL WIDTH <br />ELEVATION PRODUCT APPROVAL IMASONRY <br />aTYPCAL DOOR ATTACHMENT DETAIL 11/01/2023 TYPICIA1. GARAGE DOOR ATROVENT 11/0112023 e�W IEMMNG WAU W/o UW 11/0112023 <br />W15 <br />NOT TO SCALE WGM-150 Kjy!40-� TO SCALE w;;;7160 W�wl I I <br />2X4 DBL. <br />TOP PLATE <br />BLOCKING <br />JSH WITH E <br />FACE THAT <br />kDJACENT' <br />NSECTING <br />INTERSEC' <br />VALL BEYOf <br />PARTY OR <br />(TERIOR W, <br />SILL PLATE <br />EN IN COW <br />,/ CONCRE' <br />2/28/2022 <br />yz - 181 <br />SHEATHING <br />PER PLAN <br />2x STUDS @ <br />161 0 C <br />END STUD <br />To FLAT <br />STUD W/ <br />0.162-x3-1/2' <br />NAAD*81 & <br />t"C <br />2x STUD I V /- STRUCTURAL <br />PARALUEL TO HEATHING <br />CON14115(mw PER PLAN <br />TOftlX <br />STUD / <br />0.162'x3-1/2' <br />mi iffl ffMu= <br />T 0 ND SEW <br />If PLAN <br />- REBAR. CONT <br />IN 13OND � <br />BOND BEAM <br />PER PLAN <br />05 RIEBAR HOOKED <br />30� <br />.5 RIHIAR �RT M <br />IN SOUD RLLISD <br />2X CRIPPLE STUDS 0 16' 0 <br />OVER HEADER. TOP/SOTrCmC STUD <br />CONNECTORS PER W10/S4.2 TYP. <br />ALT. HEADER CONFIGURATION <br />(FOR INFORMATION BEYOND BREAKUNE OR NOT SHOWN REFER <br />TO STID FOR CONFIGURATION) <br />4OU011 OPENING MITER LINTELS BY <br />FIELD CUTTING <br />*5 REBAR IN VERTICAL <br />GROUT FILLED CELL <br />#5 CORNER DOWELS INSIDE <br />CY AND OUTSIDE OF VERTICAL <br />#5 BAR AS SHOWN <br />PRECAST U <br />FILLED WITH GROUT <br />9 <br />0 c <br />90 DEG. CRNR DETAIL w/ WJJMN BEL Z28/2022 <br />WGM-250 <br />TOP OF HEADER AT <br />WTL STRAP LOCATION <br />BOTTOM OF TOP PLATE <br />MATCHES STID CONDITION <br />PLATE HEIGHT PER PLAN <br />2x CRIPPLE STUDS <br />)-2x CONT FLAT PLATE <br />SE (3)-?x PLATE AT DBIL <br />TIL STRAP LOCATIONS <br />ALT FIAI HEADER <br />END LENGTH CONTINUOUS DOUBLE <br />2x FULL HEIGHT KING STUD OF PLATE <br />.1 UMBE14 PER TC <br />PEN N ZE EI. PER PLAN <br />r— r 11 HE �DFR PER PI AN <br />2x BLKG - USE DBL, OR <br />FLAT 2x BUKG @ DBL OR <br />3'WIDE MTL STRAPS <br />2x JACK STUD - NUMBER <br />PER PLAN/NOTES <br />WALL SHEATHING <br />PER PLANSISHEAR <br />WALL SCHEDULE <br />SINGLE. DOUBLE OR <br />FLAT 2x BLOCKING, TYP. <br />(2) 2x SILL PLATE <br />SINGLE OR DOUBLE STRAP <br />PER PLAN PLACED OVER OR <br />BEHIND WALL SHEATHING <br />2x SILL PLATE W/ SILL <br />ANCHORAGE PER PLAN <br />PER PLAN <br />STRAP <br />OF NAILS <br />1 1@ EA. END <br />END <br />LENGTH <br />STRAP <br />CAPACITY (LBS) <br />CS20 <br />1(16) 0.131W-I/T <br />9' <br />1 030 <br />CS'6 <br />0�131W�IrZ <br />1 15, <br />1705 <br />I CMSTC 161126 <br />M 0 1. I'll <br />7116/2021 CEI-ILS. (SEE PLAN) <br />W18 <br />��140; TO SCALE WGW-180 SHEMW&L 11/01/2023 <br />HOOKIM WOW-120 <br />DOWEL <br />-j— --- Fiel&tone <br />COMMON <br />ALI FILLED OB� <br />C.O.A.# ARCHITECURE: N <br />WEAVE BLOCK COURSES EVERY SEE NDATION <br />AND DIETAILS FOR <br />OTHER BLOCK (TYP.) (P EVERY FOOTING RSNFORaNG AA26002802 <br />REBAR No. <br />BLOCK TEE INTERSECTION PLAIN FIER C.O.E.# ENGINEERIN <br />Lill, TYPM FEWOM 110 CELL DETAL 29349 <br />E3 IBRAHEM ELAYEB, PE <br />0 S�A.E WGM IN <br />a P.E.# 91476 <br />Its. ir <br />0 BENJAMIN NIESE, PE 3r <br />TWA CMU INTOW" DETAIL 11/01/2023 <br />P.E.# 86025 <br />",�NOT TO SCALE .. ...... <br />///%I at <br />05/24/2024 ////ONAL <br />DATE I11111110 <br />E' 2 <br />. . . f . . . . . <br />E <br />% <br />.j Ej <br />Michigan <br />3400 ALI Rd <br />Suite 200 <br />Auburn 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.fieldstoneae.com <br />0 <br />—Z <br />z <br />0 <br />Z <br />LTJ in <br />w <br />C) <br />Lu <br />>. CA <br />L. <br />d, <br />< <br />cr <br />0 <br />01 <br />IF- <br />L <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />DETAILS - <br />WALL <br />SHEET # <br />S4.2 <br />7 <br />