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EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />PANEL EDGE <br />FIELD <br />BLOCKING <br />REQUIRED (MIN.) <br />SIZE <br />I <br />NAILING <br />SPACING <br />REQUIRED <br />7/1 S' <br />9d <br />3.O.C. <br />1Y O.C. <br />ALL EDGES <br />SHEATHING <br />PANEL EDGE NAILING <br />NOTE: PROVIDE BLOCKING <br />AT ALL SHEATHING EDGES S <br />3/8' <br />'• STRUCTURAL <br />SHEATHING <br />SINGLE NAIL EDGE SPACING <br />Zr INS <br />ti <br />DOUBLE NAIL EDGE SPACING <br />STUD SPACING 2X4 BLOCKING <br />PER PLAN SHEATHING SPLICE - SAME <br />NAILING THICKNESS AND STRENGTH AXIS <br />PER PLAN ORIENTATION AS WALL SHEATHING <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />PANEL EDGE <br />FIELD <br />BLOCKING <br />REQUIRED (MIN.) <br />SIZE <br />NAILING <br />SPACING <br />REOUIRED <br />7n 8' <br />Bd <br />3. O.C. <br />1YO.C. <br />ALL EDGES <br />SHEATHING <br />111 S <br />STRUCTURAL SHEATHING <br />3/8' <br />FIELD NAILING, <br />TVP. <br />SINGE NAIL <br />I <br />EDGE SPACING <br />PANELEDGE <br />NAILING <br />1TYPLCAL SHLaTHNG DETAIL 11/012023 �1N/1oLL END SHFATHNG DETAIL 11/0112023 <br />rrvc ._ <br />NO7 TO SCALE WGW-01D NOT TO SCALE WGG-020 <br />PRE-ENGINEERED TRUSS PER MANUF @ 24.O.C. MAX; <br />ATTACH TYP TRUSS STRAP PER PLAN (NOT SHOWN) <br />(6) 0.148'x3' FACE NAILS THRU KING <br />STUD TO HEADER (MIN. 3 EA PLY.) <br />uF:encR RroeP RFrruArr PFn rea F <br />ULT BASIC <br />WIND SPEED <br />HDR MAX <br />CUR SPAN <br />STRAP <br />REQ'MNT <br /><14OMPH <br />4FT <br />LSTAis <br /><140 MPH <br />9 FT <br />MSTC28 <br /><780 MPH <br />5 FT <br />MSTA24 <br />(2)-2x TOP PLATE INSTALL SIMPSON SSP PLATE TIES @ <br />9' O.C. 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, 12) PLY, <br />MIN. ADDITIONAL JACKWNG <br />STUD CONNECTOR <br />REQUIREMENTS PER PLAN. <br />EDGE NAIL SHEATHING AROUND OPNG <br />PER TOP SHEATHI ETAIL REQMNTS <br />♦ OF JACK STUD 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 REQUIREMENT PER TABLE: _Ti - TT <br />ULT BASIC HDR MAX HDR -O'MNT <br />WIND SPEED CLR SPAN AT 2-STORY FLR-TO-" <br />DTT2Z w/ IS)-1/4'x1-12• CONDITIONS (IF APPLIES): <br /><140 MPH 4 FT 81/YxB TREK HD* <br /><740 MPH EFT FIKINTT4 w&618 O.1 tB'xt-1?TO _ <br />- KING a 5/e'xs' TrrEN HMO• - - - - — <br />< ISO MPH 5FT DTT2Z w/(8).1/4-A-12' <br />612W TITFN HD* <br />O2x STUDS, SPACING PER <br />PLANNOTES TYP. U.NQ. STD HEADER CONFIGURATION <br />(VIEWED FROM INTERIOR) <br />a • A7 CRAWL/BASEMENT CONDITION, TITEN HD SHALL BE SUBSTITI FOR ATR <br />OF SAME DIAMETER DRILL S EPDXY 6' MIN EMBED TO FOUNDATION WALL <br />ATYPICAL OPENING @ BEARING WAIL <br />I"-cx I-- <br />(6) 0.146'x3' FACE NAILS <br />THRU KING STUD TO <br />HEADER (MIN. 3 EA PLY.) <br />HFAIIFR RTRAP RFf NT PCR TART F <br />ULT BASIC <br />WIND SPEED <br />HDR MAX <br />OUR SPAN <br />STRAP <br />REO'MNT <br /><140 MPH <br />♦ FT <br />LSTA18 <br /><140 MPH <br />9 FT <br />MSTC28 <br /><160 MPH <br />1 5 FT <br />MSTA24 <br />ULT BASIC <br />WIND SPEED <br />HOF MAX <br />CLR SPAN <br />HD REO'MNT <br /><140 MPH <br />4 FT <br />CS16x4W LG. <br /><140 MPH <br />SIFT <br />(2) CSl6x4W LG.• <br /><150 MPH <br />5 FT <br />CS16x48' LG. <br />• APPLY (1) STRAP TO JACK STUD W/ <br />HDR STRAP A (1) STRAP TO KING STUD <br />(FLJCCD) 11/012023 <br />WGW-050 <br />INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE: DOUBLE 2x TOP TOP PLATE CONNECTOR, <br />1x CUSTOM P.T. R UCKTO 81 OR GREATER BLOCK TO EXTERIOR CMU WALL PLATE SPACING PER PLAN (CHOOSE <br />ix WOOD MASONRY MASONRY MID SPAN BLOCKING ONE): <br />I P.T. BUCK MATCH FRAME WIDTH, BUILT-UP THICKNESS < 2 BETWEEN EACH a. (1) SPH4 @ 2X4 WALLS <br />ATTACH w/ T NAILS @ 4' 114' = 1/4'W MASONRY STUD, U.N.O. (1) SPH6 @ 2X6 WALLS <br />ATTACH FROM ENDS AND 1 Y O.C. SCREWS @ 4' FROM ENDS GARAGE DOOR AND <br />b. (2) H2.SA (ONE EA SIDE OF <br />WINDOW PER REMAINDER, ATTACH AND ITO.C. REMAINDER. TRACK, INSTALLED PER BOTTOM PLATE CONNECTORS. PLATE) <br />FLORIDA WINDOW THRU BUCK INTO w/ 1 1/4' EMBEDMENT MANUFACTURERS SPACING PER PLAN (CHOOSE ONE): c. (1) SP2 <br />PRODUCT MASONRY PER FLORIDA SPECIFICATIONS. a. (1) SPH4 @ 2X4 WALLS d. (2) SDWC15600 <br />g1"INI N' TRL PRODUCT APPROVAL (1) SPHS @ 2X6 WALLS e. STRUCTURAL SHEATHING 6 <br />FINISH PER ELEVATION b. (2) H2.5A (ONE EA SIDE OF PLATE) NAILING PER PLAN <br />TO WOOD BUCK ANCHORED <br />c. (2) SP1 (ONE EA SIDE OF PLATE) SHEATHING PER PLAN <br />TO CMU wl 1/Y x 6' L• BOLTS d. 13) STRUCTURAL <br />SCREWS 2x STUDS AT 16' O.C. <br />OR 5/8' x 6' SIMPSON TttEN e. STRUCTURAL SHEATHING 6 2x BOTTOM PLATE <br />HE'S w/ ?WASHERS AT 24' "LING PER PLAN PER <br />1pL ��r PER PLAN <br />ATYPICAL WINDOW ATTACHMENT DETAIL 12 172021 O.C. 8 WITHIN 6 OF TOP AND ` I N BFMNG WALL W/ WUF I 8/27/2021 <br />v W - FRAME TO BUCK BOTTOM, OR (2I ROWS OF 1/4' / 1 <br />NQITTG SCALE WGM-140 TO MASONRY x 3' MASONRY SCREWS @ 12. rr I v WGW-105 <br />O.C. STAGGER ROWS Ir <br />EXTERIOR CMU WALL <br />WOOD BUCK ATTACHMENT: <br />INT. FINISH 1/4'DRIVE-IN ANCHOR <br />� 2L OR GREATER BIICIL TO 111180NM <br />1x WOOD BUILT-UP THICKNESS < 21/4' = 1/4'x4' DOUBLE 2x TOP PLATE <br />STRUCTURAL SHEATHING ZX FRAME WALL w/ P.T. 2x P.T. BLOCK MASONRY SCREWS @ 4' FROM ENDS TRACK,IIN TAILED PER <br />8 ATTACHMENT PER PLAN SILL PLATE, PER PLAN AND 1Y O.C. REMAINDER w/ 1 1/4' MANUFACTURERS MID SPAN BLOCKING BETWEEN 2x STUDS SPACING <br />ANCHOR BOLTS OR STRAPS, ATTACH DOOR PER EMBEDMENT SPECIFICATIONS. EACH STUD AT FRAME WALLS PER GENERAL NOTES <br />SEE GENERAL NOTES, U.N.O. FLORIDA PRODUCT w/ PLATE HEIGHT 9<' OR <br />APPROVAL ALTERNATE: TALLER, OTHERWISE MAY OMIT. U.N.O. PER PLAN <br />. ` r ■ %MM <br />H1x CUSTOM PF a" TO MASONRY 1/Y x 2 1 /4' HILT] SLEEVE <br />MATCH FRAME WIDTH, ATTACH w/ T O� �O ANCHOROR EQUAL MIN. 1 1/YO 'CMUWALL,F30ND BEAMBRICK NAILS @ 4'FROM ENDS AND 1YO.C. j- EMBED INTO MASONRY (1) PERTTOMPLATE SHEATHING <br />AVERT. REINF. PER PLAN MOLD REMAINDER. ATTACH DOOR THRU ETO BRACKET MATCHING WALL W DTHPER PLAN <br />FINISH PER BUCK INTO MASONRY PER FLORIDAELEVATION PRODUCT APPROVAL � MASONRY 0 ,.R� . T '^ pL L�r <br />1 FRAME WALL ON MASONRY WALL 11/01/2023 81140-�TOSCALE <br />TYPILAL DOOR ATTACHMENT DETAIL 11/01no23 TYPICAL GARAGE DOOR ATTACHMENT 11/01/2023 �LM BEIYVNG W� Wry UR R 11/01/2023 <br />NOT TO SCALE WGM-121 WGM-150 `JNOT TO SCALE WGM-160 \� w WGW-111 <br />EXT. WALL <br />PER PLAN <br />2X4 BLOCKING @ 24' O.C. <br />NAILED BETWEEN STUDS <br />w/ (2) 1 Od NAILS EACH END <br />INT. WALL <br />PER PLAN <br />(2) 1DO NAILS EN <br />STUD TO EA, BLI <br />2X4 DBL. <br />TOP PLATE <br />BLOCKING <br />JSH WITH: <br />FACE THAT <br />4DJACENT' <br />7MSECTING <br />INTERSEC' <br />VALL BEYOR <br />PARTY OR <br />(TERIOR WI <br />SILL PLATE <br />EN IN CON1 <br />CONCRE' <br />SHEATHING <br />PER PLAN <br />2x STUDS @ <br />16'OC <br />END STUD <br />TO FLAT <br />STUD w/ <br />�0.16y�2kp3-�1/Y <br />�kP4PIR <br />2x STUD STRUCTURAL <br />PARALLEL TO SHEATHING <br />CO'OIJD PER PUN <br />TOW61 <br />STUD w/ <br />R <br />���I0,6Yx3-1/2' <br />CA P"FUMER 7/1612021 <br />OT TO SCALE WGW-180 <br />TO BOND SEAM <br />PER PLAN <br />COMMON WALL. 0a <br />(TYP.) 8 x 8 x 16 CMU <br />WEAVE BLOCK COURSES EVERY <br />OTHER BLOCK (TYP.) @ EVERY <br />BLOCK TEE INTERSECTION REBAR PER <br />7 0 PAN <br />#5 REBAR. CONT. <br />IN BOND SEAN <br />BOND SEAM <br />PEP PLAN <br />#5 REBAR HOOKED <br />DOWEL <br />#5 RESAR VERTIC IL <br />IN SOLID FINED <br />CELLS, (SEE PLAN) <br />#5 REW HOOKED <br />3' a 5' CLEAN OUT AT <br />ALL FILLED CELLS <br />SEE FOUNDATION RAN <br />AND DETAILS FOR <br />FOOTING REINFORCING <br />W19 TYWA FENFO C®FLOMLIETAL 11MI/20M <br />X NOT TO SCAIE WGA1190 <br />W WALL CONNECTION TO EXT. WALL 2/2012022 TYPICAL CMU INTERSECTION DETAIL 11/01 /'2023 <br />'re1i16 .-. ,..� <br />WGW-1B7 NOT TO SCALE WGM-182 <br />2X CRIPPLE STUDS @ TV O.C. <br />OVER HEADER, TOP/BOTTOM STUD <br />CONNECTORS PER W10/S4.2 TYP. <br />ALT. HEADER CONFIGURATION <br />(FOR INFORMATION BEYOND BRFAKUNE OR NOT SHOWN REFER <br />TO STD HDR CONFIGURATION) <br />l R IGH OPENING MITER LINTELS BY <br />BELOW FIELD CUTTING <br />#5 REBAR IN VERTICAL <br />GROUT FILLED CELL <br />#5 CORNER DOWELS INSIDE <br />AND OUTSIDE OF VERTICAL <br />#5 BAR AS SHOWN <br />PRECAST UNTELS <br />FILLED WITH GROUT <br />1110 DEG. CRNR DETAIL O COLUMN BEL 2/28/2022 <br />%;;Z50 <br />MTL STRAP LOCATION <br />MATCHES STD CONDITION <br />TOP OF HEADER AT <br />BOTTOM OF TOP PLATE <br />HEIGHT PER PLAN <br />2x CRIPPLE STUDS <br />(2)-2xCOT FLAT PLATE <br />USE (3) _2xPLATE AT DBL <br />MTL STRAP LOCATIONS <br />ALT RAISED HEADER <br />END LENGTH CONTINUOUS DOUBLE <br />2x FULL HEIGHT KING STUD PER SCHEDULE 2. TOP PLATE <br />w/ PEN. NUMBER PER PLAN PLATE HEIGHT PER PLAN <br />HEADER PER PLAN <br />2x BLKG - USE DBL, OR <br />FLAT 2x MAG @ DBL OR <br />3' WIDE MTL STRAPS <br />2x JACK STUD - NUMBER <br />PER PLANNOTES <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 w/ SILL <br />ANCHORAGE PER PLAN <br />STRAP <br /># OF NAILS <br />@ EA. END <br />END <br />LENGTH <br />STRAP <br />CAPACITY CBS) <br />CS2D <br />06) 0.131"Q-1,7 <br />9' <br />1030 <br />CS16 <br />(26)0.131SQ-1/Y <br />IF <br />1705 <br />CMSTCI6 <br />(58) 0.14S'x3-1/4' <br />2-r <br />4690 <br />�n 1 TRAIL/JR EM W� 11/012023 <br />B12 d. <br />WBW-120 <br />OHO Fieldstone <br />`�111111111//�, <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />_ <br />29349 <br />- 7k <br />E3 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE PE <br />% O s ATE OF ��� <br />i�� ' !��ORIDOM '?`� <br />P.E.# 86025 <br />• <br />05/15/2024 <br />DATE <br />111111 <br />s $ Y t <br />Es S£olei'Sxg°E �a. <br />8 Sfi5-°fra-o o'SY-x3 <br />3 3fio'b E`o `•fi�iFa <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, FL 33637 <br />+1 813.466.3310 <br />www.fieldsioneae.com <br />0 <br />CM <br />I~ <br />OzO <br />LLi <br />l— Z M <br />ag <br />W WQ <br />W p fr <br />LL <br />O <br />= U) LL <br />U <br />w�zi <br />Ln <br />0 0 x <br />CC i <br />F- <br />N <br />2:ar- <br />a <br />� <br />[� <br />O <br />ch N <br />CD <br />L� <br />7 <br />J <br />DRAWN BY: I FAE <br />VERSION: 520 <br />SHEET NAME <br />DETAILS - <br />WALL <br />SHEET <br />S_4.2 <br />