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EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />PANEL EDGE <br />FIELD <br />BLOCKING <br />REQUIRIED (MIN <br />SIZE <br />NAJUNG IS <br />I <br />PACING <br />REQUIRED <br />I <br />711 Or <br />- <br />C. <br />I <br />12, OC' <br />I <br />ALL EDGES <br />I <br />SHEATHING <br />— PANEL EDGE NAILING <br />— NOTE: PROVIDE BLOCIO14G <br />AT ALL SHEATHING EDGES S <br />STRUCTURAL <br />SHEATHING <br />FSINGNAIL EDr <br />3E SPACING I <br />1. 1/2S <br />DOUBLE NAIL EDGE SP NG <br />STURPACING 2X4 BLOCKING <br />PER PLAN SHEATHING SPLICE - SAME <br />NAILING THICKNESS AND STRENGTH AXIS <br />PER PLAN ORIENTATION AS WALL SHEATHING <br />wol — SHEATHNG DUAIL 11/0112023 <br />NOT TO SCALE W�woio <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />I NAIL <br />PANEL F <br />BLOCKING <br />REQUIRED (MIN.) <br />SIZE <br />NAILING <br />I <br />ISFIELD <br />PACING <br />REQUIRED <br />7/16' <br />TO.C. <br />I ITO.C. <br />I ALL EDGES <br />SHEATHING <br />STRUCTURAL SHEATHING <br />FIELD NAILING, <br />TYP. <br />S <br />3/8' <br />PANEL EDGE <br />NAILINOG <br />CHDRD <br />EW NATHNG DUAIL <br />11/0112023 <br />(�,�(GW <br />NO_� TO SCALE <br />WGG-020 <br />PRE-ENGINEERED TRUSS PER MANIJIF a 241 O.C� MAX; <br />ATTACH TYP TRUSS STRAP PER PLM (NOT SHOWN) <br />(6) 0.14Wx3' FACE NAILS THRU IONG <br />STUD TO HEADER (MIN. 3 EA PLY.) <br />HFAnFR RTRAP �ITLIIVT PFR TAFtl 9 <br />ULT BASIC <br />WIND SPEED <br />HDR MAX <br />CUR SPAN <br />STRAP <br />REGIMIN'T <br />< 140 MPH <br />4 FT <br />I LSTAIS <br />-"40 MPH <br />12)-2x TOP PLATE S <br />IN TALL SIMPSON SSP PLATE TIE <br />9, O.C. ALTERNATING SIDE OF THE <br />WALL FROM TOP PLATES INTO RAISED <br />HEADER BELOW OVER OPNOG. TYP. <br />TYP TRUSS -TO -TOP PLATE <br />CONNECTOR PER PLAN <br />HEADER PER PLAN, (2) PLY. <br />MIN. ADDITIONAL JACKWNG <br />STUD CONNECTOR <br />RECILOREMENTS PER PLAN. <br />160 MPH 5 FT � MSTA91 EDGE NAL SHEATHING AROUND OPNG <br />I OF JACK 11 2XFFIAMING BELOW WINDOW <br />SHEATHING PER PLAN — PER PLAN OR OPNGS PER PLAN; OMIT AT <br />AT FOUNDATION CONDITION - HOLD — GENERAL NOTES DOOR OPNGS, TYP. <br />DOWN REOUIREMENT PER TABLE: 7: M= 1_1 <br />ULT BASIC HDA MAX <br />WIND SPEED CUR SPAN HD RECOMNT AT 2-STORY FLR­TO­FUR <br /><14OMPH 4 FT DTT2Z W L8)-1/4'x1-I/2*_ CONDITIONS (IF APPLIES): <br />& 112'W TITEN HID \ I <br />�14OMPH 9 FT HTT4 W/ (18)-0.141rxl-1/2' <br />KING & 5/8W TITEN HD* <br />180 MPH 5 FT DTT2Z .1 (8)-1/4-xl D�? <br />112-W TITEN H <br />2, STUDS, SPACING PER <br />PLAN/NOTES TYP. U.N.O. STD HEADER CONFIGURATION <br />(VIEWED FROM INTERIOR) <br />AT CRAWLIBASEMENT CONDITION, TITEN HID SHALL BE SUBSTITUTED FOR ATR <br />OF SAME DIAMETER DRILL & EPDXY r MIN BASED TO FOUNDATION WALL <br />MNG Wa <br />\TYPM OMMOF <br />(2)-Zx TOP PLATE <br />(6)0.1 48*13'FACE NAILS <br />THRU KING STUD TO <br />HEADER (MIN. 3 EA. PLY.) <br />HEADER STRAP RrCrUNT PER TABLE <br />ULT BASIC <br />WIND SPEED <br />HDR MAX <br />CLA SPAN <br />STRAP <br />RECrMNT <br />�14OMPH <br />4 FT <br />LSTAIS <br /><14OMPH <br />9 FT <br />MSTC28 <br />�160MPH <br />5 FT <br />MSTA24 <br />ULT BASIC <br />MIND SPEED <br />HDR MAX <br />CUR SPAN <br />HID REO`MNT <br />'1 40 MPH <br />4 Ft <br />CSl6x44rLG. <br /><140 MPH <br />9 FT <br />(2) CS1 — L.... <br />� 160 MPH <br />5 FT <br />6x48LG. <br />- APPLY (1) STRAP TO JACK STUD W1 <br />HDR STRAP & (1) STRAP TO KING STUD <br />(FL/C0D) I <br />W�;-"050 <br />INT. FINISH WOOD BUCK ATTACHMENT ALTERNATE: DOUBLE 2x TOP TOP PLATE CONNECTOR, <br />1OICUSTOM P.T. 01" TO 2. OR GREATER S" TO EXTERIOR CMU WALL PLATE SPACING PER PLAN (CHOOSE <br />1: WOOD MASONRY MASONRY MID SPAN BLOCKING ONE): <br />, P.T. BLOCK MATCH FRAME WIDTH, BUILT-UP THICKNESS < 2 BETWEEN EACH a, (1) SPF14 g 2X4 WALLS <br />ATTACH ATTACH Wr NAILS 04' 1/4' = 1/4..,r MASONRY STUD, U.N.O. (1) SPHIS (9 2XIS WALLS OF <br />FROM ENDS AND I2'O.0 SCREWS 0 4' FROM ENDS GARAGE DOOR AND b, (2) H2.5A (ONE EA SIDE <br />41E <br />WINDOW PER REMAINDER. ATTACH AND 12'O.C. FIEMAINDER. TRACK I NSTALLED PER BOTTOM PLATE CONNECTORS, PLATE) <br />FLORIDA WINDOW THRU SLICK INTO w/ I 1/4'EMBEDMENT MANUFACTURERS SPACING PER PLAN (CHOOSE 0 'ME): cl (1) SP2 <br />PRODUCT MASONRY PER FLORIDA SPECIFICATIONS. (1) SPH4 0 2X4 WALLS d <br />ILRMOYILL PRODUCT APPROVAL (1) SPHIS (9 2X6 WALLS (2) SDWC15600 ING & <br />S <br />ELEVATION b� (2) H2.5A (ONE EA SIDE OF PLATE) SH— <br />PLAN <br />c (2) SPI (ONE EA SIDE OF PLATE) SHEATHING PER PLAN <br />2XIS WOOD BUCK 2xSTUDS AT Ilr 0 C <br />ANCHBOO'LTESD cl� (3) SDWC1 5450 SCREWS <br />TO CMU wl I/T x 6 'L' <br />OR 5/8'. 6' SIMPSON TITEN e. STRUCTURAL SHEATHING & 2x BOTTOM PLATE <br />HEYS W/ 2'WASHERS AT 24' NAILING PER PLAN PER PLAN <br />OC, & WITHIN WOOF TOP AND <br />BOTTOM, OR (2) ROWS OF 114. <br />MIX WNDN ATTAMEW DUAL IZ/1712021 FF—E TO BUICK e0DM11 WALL W1 UPIF 8/27/2021 <br />W14 I TO MASONRY TMASONIRY SCREWS@ 12' <br />N0IFTTQ SCALE WGM-140 0 <br />(i�_ C. STAGGER ROWS 6' WGW-105 <br />EXTERIOR CMU WALL <br />INT. FINISH WOOD BUCK ATTACHMENT: 1/4'DRIVE-IN ANCHOR <br />Mc OR GREATER BLOCK TO MASONRY DOUBLE 2x TOP PLATE <br />I x WOOD BUILT-UP THICKNESS < 2 1/41 = 114'A4' <br />STRUCTURAL SHEATHING MASONRY SCREWS 9 41'FROM ENDS GARAGE DOOR AND <br />& ATTACHMENT PER PLAN 2x FRAME WALL wl P.T 2x P.T. BLOCK TRACK, INSTALLED PER <br />SILL PLATE, PER PLAN AND 12' O.C. REMAINDER wl 1 1/4' MANUFACTURERS MID SPAN BLOCIO14G BETWEEN <br />EMBEDMENT 'ONS EACH STUD AT FRAME WALLS 2x STUDS SPACING <br />ANC <br />EM <br />ANCHOR BOLTS OR STRAPS. ATTACH DOOR PER SPECIFICATIONS. S <br />SEE GENERAL NOTES, U.N.O. FLORIDA PRODUCT w/ PLATE HEIGHT 91-4- OR PER GENERAL NOTE <br />APPROVAL ALTERNATE TALLER, OTHERWISE MAY OMIT. U.N.O. PER PLAN <br />Ix CUFrOM FIT SUCKTO MASONRY 1/2. 2 I/4'H <br />K <br />ANCHOR OR N. WALL WIDTH <br />MATCH FRAME WIDTH, ATTACH W -r L <br />SHEATHING <br />NAILS 0 4' FROM ENDS AND 12' OC, 91M EMBED INTO MASONRY (1) PER <br />&VERT REINF. PER PLAN MOLD REMAINDER. ATTACH DOOR THRU BRACKET BOTTOM PLATE PER PLAN <br />CNOLO WALL. BOND F-IN I -SH PER BUCK INTO MASONRY PER FLORIDA MATCH, <br />ELEVATION PROD 1%m <br />�,_�E�WhLONMA�MWU. W MWATTACH.MWDUAIL 11101/2023 ��IM�IG <br />(W,�_ ��� 1 r TY�'k GOGE Dom ATrAcHmENT WALLW�IIUIIFT <br />nw (w <br />\__/NOT TO SCALE WGM-121 \__/NOT TO SCALE WGM-150 \__/NOT TO SCALE vl�-160 WGW-111 <br />EXT. WALL <br />PER PLAN <br />ZX4 BLOCKING 9 24' O.0 <br />NA LED BETWEEN STUDS <br />w/ (2� 1 Dd NAILS EACH END <br />INT. WALL <br />PER PLAN <br />(2) 1 Dd NAILS EN <br />STUD TO EA. BILI <br />2X4 DBL, <br />TOP PLATI <br />BLOCKING <br />JSH WITH I <br />:ACE THAT <br />IDJACENT <br />IRSECTING <br />INTERSEC <br />IALL BEYO1 <br />PARTY OR <br />,TERIOR W, <br />SILL PLATE <br />EN IN COK <br />I/ CONCRE <br />SHEATHING <br />PER PLAN <br />2x STUDS g <br />16, OC <br />END STUD <br />To FLAT <br />STUD / <br />0 I62-x3-1/? <br />1411,01-1-0810 <br />t".C. <br />2xSTUD STRUCTURAL <br />PARALLEL To SHEATHING <br />CONNIDUM PER PLAN <br />TO*I%t <br />STUD .1 <br />0.162'x3-1/2' <br />r'll 10i"If rhD= <br />TO NO BEAM <br />1 8 <br />r FEOR <br />IN BOND SEAN <br />BOND BEAM <br />PER PLAN <br />#5 PERM HOOKED <br />DOWEL <br />#5 � VEFITK� <br />IN SOU RUJED <br />ZX CRIPPLE STUDS @ 16' O.C. <br />OVER HEADER. TOP/S0TTOM STUD <br />CONNECTORS PER W10/S4.2TYP <br />ALT. HEADER CONFIGURATION <br />(FOR INFORMATION BEYOND BREAKLINE OR 140T SHOWN REFER <br />TO SM HDR CONFCAMTION) <br />OPENING MITER LINTELS BY <br />FIELD CUTTING <br />*5 REBAR IN VIEFrrICAL <br />GROUT FILLED CELL <br />#5 CORNER DOWELS INSIDE <br />AND OUTSIDE OF VERTICAL <br />PRECAST UNTMELS z #5 BAR AS SHOWN <br />FILLED WITH GROUT it <br />0 <br />90 DEG. M DETAIL w/ COLUMN BEL M8/2022 <br />TOP OF HEADER AT <br />MTL STRAP LOCAT:014 <br />BOTTOM OF TOP PLATE <br />MATCHES STD CONDIT ON <br />PLATE HEIGHT PER PLAN <br />2. CRIPPLE STUDS <br />(2)-2x CONT FLAT PLATE <br />USE (3)-Z� PLATE AT DBL <br />MTL STRAP LOCATIONS <br />ALT RAISED HEADER <br />END LENGTH CONTINUOUS DOUBLE <br />2x FULL HEIGHT KONG STUD —\ PER SCHEDULE 2x TOP PLATE <br />I <br />PEN. NUMBER PER T'7� $�GHT PER PLAN <br />WI 1 11 111 — HEADER PER PLAN <br />2x BLKG - USE DEIL, OR <br />FLAT 2x BLKG @ DBL OR <br />T WIDE MTL STRAPS <br />?x JACK STUD - NUMBER <br />PER PLAN/NOTES <br />WALL SHEATHING <br />PER PLANS/SHEAR <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 wl SILL <br />ANCHORAGE PER PLAN <br />STRAP <br />OF NAILS <br />@ EA. END <br />I END <br />LENPTH <br />_S__� <br />CAPA <br />CS20 <br />0131W-1,71 <br />E <br />CS16 <br />26 0 3 ',Q 1Z <br />15' <br />1 STCI6 <br />1(58) 0.148"0-1/4-1 <br />2r <br />I <br />7116/2021 <br />(wjl8 NO_�_TO SCALE WGW-180 CELLS, (SEE PLAN) FTAO KIM WAL 11101/2023 <br />87"_M <br />DOWEL <br />020 Fieldstone <br />COMMON WALL, <br />(TYP)8x8x <br />16 CMU ALL FILLED CELLS C.O.A.# ARCHITECURE: <br />WEAVIE BLOCK COURSES EVERY EE FOUNDATION PLAN <br />OTHER BLOCK ITYP_) @ EVERY AND DETAI- AA26002802 <br />FOOTING REINFOACINO <br />BLOCK TEE INTERSECTION FEW PER No. 8 <br />ffln PLAN C.O.E.# ENGINEERING. <br />zz' 29349 <br />M%&0f0R=R0M1DETAL <br />W19 13 IBRAHEM ELAYEB, PE <br />P.F-.# 91476 <br />BENJAMIN NIESE, PE OF <br />Er!ALLW1"E0 MWALL Z/2012022 cmu 1weEm DETAL 11/01=23 <br />WT <br />18B P.E.# 86025 I-OR19 <br />WGW-181 NOT TO SCALE VVM-182 <br />05/30/2024 <br />// NAL. <br />DATE 111111W <br />E* <br />02 <br />1z 61. <br />Michigan <br />3400 Auburn 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, FIL 33637 <br />+1813.466.3310 <br />www.fieldstorieae.com <br />V) <br />Nt <br />E-4 <br />C <br />z <br />0 <br />z <br />w <br />Z <br />0 <br />0 <br />11 <br />U <br />In <br />0 <br />7 <br />_j <br />I DRAWN BY: I FAE] <br />rVERSION-5.0j <br />SHEET NAME <br />DETAILS - <br />WALL <br />SHEET # <br />S4.2 <br />