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EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />PANEL EDGE <br />FIELD <br />BLOCKING <br />R EQUIRED (MIN.) <br />I SIZE <br />NAILING <br />PACING <br />REQUIRED <br />7" 0' <br />WO-C. <br />I �' O.C. <br />AUL EDGE. <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 SPACI <br />1/2S <br />[DOUB E NAIL EDGE S� <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 />PA.NE'L EDGE <br />FIELD <br />BLOCKING <br />R EQUIRED (MIN <br />SIZE <br />LING <br />I SPACING <br />REQUIRED <br />7/16' <br />3'O.C. <br />12, O.C. <br />I <br />ALL EDGES <br />SHEATHING <br />STRUCTURAL SHEATHING <br />FIELD NAILING, <br />TYP. <br />S <br />3/8' <br />S71NGLE NAIL <br />EDGE SPACING <br />PRE-ENGINEERED TRUSS PER MANUF @ 24" D.C. MAX; <br />ATTACH TYP TRUSS STRAP PER PLAN (NOT SHOWN) <br />(6) 0.148')0 FACE NAILS THRU KING <br />STUD TO HEADER (MIN. 3 EA PLY.) <br />HFADFRSTRAIP RF0'MNT PER TABLE <br />ULT BASIC <br />WIND SPEED <br />HDR MAX <br />CUR SPAN <br />STRAP <br />REC`MNT <br /><140 MPH <br />4 FT <br />LSTA1 8 <br /><140 MPH <br />9 FT <br />MSTC28 <br />�16OMPH <br />5 FT <br />MSTA24 <br />SHEATHING PER PLAN <br />AT FOUNDATION CONDITION - HOLD <br />DOWN REQUIREMENT PER TABLE: <br />ULT BASIC <br />HDR MAX <br />WIND SPEED <br />CLR SPAN <br />HD AEQ'MNT <br /><14OMPH <br />4 FT <br />DTT2Z Wf (8)-1/4'.1-1/7 <br />&1/2'WTITENHD* <br />5140 MPH <br />9 FT <br />HTT4 W/ (18)-0.148-A-1/2' TO <br />KING & 5/8'xgTITEN HD* <br />51SOMPH <br />5 FT <br />DTT2Z W1 (8)-1/4'xl -1/2. <br />& 1/2*xSm TITEN HD* <br />(2)-2x TOP PLATE <br />EDGE M <br />PER TYP <br />PER PLAN OR <br />GENERAL NOTES <br />INSTALL SIMPSON SSP PLATE TIES @ <br />9" O.C. ALTERNATING SIDE OF THE <br />WALL FROM TOP PLATES INTO RAISED <br />HEADER BELOW OVER OPNIG, TYP. <br />TYP TRUSS -TO -TOP PLATE <br />CONNECTOR PER PLAN <br />HEADER PER PLAN, (2) PLY. <br />MIN. ADDITIONAL JACKIKING <br />STUD CONNECTOR <br />REQUIREMENTS PER PLAN. <br />AROUND OPNG <br />TAIL REC`MNTS <br />4 2XFRAMING BELOW WINDOW <br />OPNGS PER PLAN; OMIT AT <br />- DOOR OPNGS, TYP. <br />AT 2-STORY FLR-TO-FLR <br />CONDITIONS (IF APPLES): <br />PANELEDGE 2. STUDS, SPACING PER -/ <br />NAILING 'I' �2TT'M PLAN/NOTES TYP. U.N.O. STD HEADER CONFIGURATION <br />__ j W�j <br />CHORD (VIEWED FROM INTERIOR) <br />MA - AT CRAWL/BASEMENT CONDITION, TITEN HD SHALL BE SUBSTITUTED FOR ATIR <br />4 OF SAME DIAMETER DRILL & EPDXY WMIN EMBED TO FOUNDATION WALL <br />(2)-?x TOP PLATE <br />(6)0.148' '3'FACEWLS <br />T... KING STUDTO <br />HEADER (MIN. 3 EA. PLY.) <br />­.. ­­ — — . <br />ULT BASIC <br />WIND SPEED <br />HDR MAX <br />CUR SPAN <br />STRAP <br />REQ'MNT <br /><W MPH <br />4 FT <br />LSTA18 <br /><14OMPH <br />9FT <br />MSTC28 <br />�16OMPH <br />5 FT <br />MSITA24 <br />ULT BASIC <br />WIND SPEED <br />HDR MAX <br />CUR SPAN <br />HD RECtMNT <br />:5140 MPH <br />4 IFT <br />CS16.48'LG. <br /><140MW <br />9FT <br />(2�CS16x48LG.* <br />�160MPHI <br />5FT <br />nrin.4g-r <br />APPLY (1) STRAP TO JACK STUD W1 <br />1_11 STRAP & (1) STRAP TO KING STUD <br />2X CRIPPLE STUDS C& 16'O.C. <br />OVER HEADER. TOP/BO7rOM STUD <br />CONNECTORS PER WI OIS4.2 TYP. <br />ALT. HEADER CONFIGURATION <br />IFOR INFORMATION BEYOND BREAKLINE OR NOT SHOWN REFER <br />TO STD HDR CONFIGURATION) <br />�_ROUGHOPENING <br />MITER LINTELS BY <br />sELO. <br />FIELD CUTTING <br /># REBAR IN VERTiCAL <br />GROUT FILLED CELL <br />#5 CORNER DOWELS INSIDE <br />0 <br />AND OUTSIDE OF VERTICAL <br />#5 BAR AS SHOWN <br />PRECAST U <br />FILLED WITH GROUT 0 <br />0 <br />-*'\rMM SHFATHING DETAIL END SHEATHING 0AIL TYPM DOING 0 FAING WAU (FUCCD) <br />11/0112023 11101/2023 11/01/2023 <br />W02 qW — — — 90 DEG. CRNR DERIL wt COWMN BEL 212812022 <br />WGW�010 NOT TO SCALE WGG-020 WI3;_'05O E��MRI <br />En <br />VZ-250 <br />INT. FINISH WOOD BUCK ATTACHMENT ALTERNATE: <br />Ix CUSTOM P.T. BUCKTO at OR GREATER BUCK TO EXTERIOR CMU WALL <br />1 x WOOD MASONRY <br />1 x P.T. BUCK MATCH FRAME WIDTH BUILT-UP THICKNESS � 2 <br />ATTACH ATTACH w/ *r NAILS C& 4' 1/4' = 114'.0 MASONRY <br />FROM ENDS AND 12'O.C. SCREWS C& 4' FROM ENDS GARAGE DOOR AND <br />WINDOW PER REMAINDER. ATTACH AND 12"O.C. REMAINDER. TRACK, INSTALLED PER <br />FLORIDA WINDOW THRU BUCK INTO w/ 1 1/NEMBEDMENT MANUFACTURERS <br />PRODUCT MASONRY PER FLORIDA SPECIFICATIONS. <br />ARFMOAL PRODUCT APPROVAL <br />POMP ELEVATION <br />2X6 WOOD BUCK ANCHORED <br />TO CMU wl 1/2* x ff *0 BOLTS <br />OR 518". WSIMPSON TITEN <br />HD'S W/ 2'WASHEAS AT 24' <br />D.C. & WITHIN WOF TOP AND <br />OR (2) ROWS OF IN <br />.),rffiCk VANDOW ATrAMENT DErAJL 1911712021 FFIRAME TO BUCK <br />SCALE VZ'140 TO MASONRY x —3MAMSO'NRY SCREWS (9 12' <br />0 C STAGGER ROWS 6" <br />DOUBLE 2x TOP <br />TOP PLATE CONNECTOR, <br />PLATE <br />SPACING PER PLAN (CHOOSE <br />MID SPAN BLOCKING <br />ONE): <br />BETWEEN EACH <br />a. (1) SPH4 C& 2X4 WALLS <br />STUD, U.N.O. <br />(1) SPH6 C& 2X6 WALLS <br />b . (2) H2.5A (ONE EA SIDE OF <br />BOTTOM PLATE CONNECTORS, <br />PLATE� <br />SPACING PER PLAN (CHOOSE ONE): <br />c. (1) SP2 <br />a. (1) SPH4 9 2X4 WALLS <br />d. (2) SDWC1 5600 <br />(1) SPH6 @ 2X6 WALLS <br />e. STRUCTURAL SHEATHING & <br />b. (2) H2 .5A (ONE EA SIDE OF PLATE) <br />NAILING PER PLAN <br />c. (2) SP1 (ONE EA SIDE OF PLATE) <br />HEATHING PER PLAN <br />d. (3) SDWC15450 SCREWS <br />2x STUDS AT 16" D.C. <br />e. STRUCTURAL SHEATHING & <br />2� BOTTOM PLATE <br />NAILING PER PLAN <br />PER PLAN <br />MARINI WALL w/ LIPUR <br />S�LLOAD <br />8/2712021 <br />vv�W,05 <br />EXTERIOR CMU WALL <br />INT. FINISH WOOD BUCK ATTACHMENT: I1,V DRIVE-IN ANCHOR <br />A- a, OR 43REATER BUCK TO MASONRY DOUBLE 2x TOP PLATE <br />STRUCTURAL SHEATHING 1xWOOD BUILT-UP THICKNESS � 21/4" = 1/4-x4- GARAGE DOOR AND j. § <br />& ATTA 2x FRAME WALL w/ P.T. 2x P.T. BUICK MASONRY SCREWS 0 4' FROM ENDS TRACK INSTALLED PER <br />CHMENT PER PLAN SILL PLATE, PER PLAN AND 12'O.C. REMAINDER �1 1 1/4' MANUFACTURERS MID SPAN BLOC19NG BETWEEN <br />ANCHOR BOLTS OR STRAPS A CH DOOR PER EMBEDMENT SPECIFICATIONS. EACH STUD AT FRAME WALLS 2x STUDS SPACING <br />LORIDA PRODUCT GHT WWOR UE <br />APPROVAL ALTERNATE: TALLER, OTHERWISE MAY OMIT. NO. PER PLAN <br />SEE GENERAL NOTES, U.N.O' FTTA W PLATE HEI P R GENERAL NOT S <br />a Ix CUSTOM Prr BUCK TO MASONRY 1/2.'x 2 1/4" HILTI SLEEVE <br />ANCH( <br />0 M , M rill <br />01 BRICK MATCH FRAME WIDTH, ATTACH w/r ANCHOR OR EQUAL MIN. 1 112' <br />EMBED INTO MASONRY (1) PER <br />NAILS C& 4'FROM ENDS AND 12'O.C. 91r. <br />PER <br />- i.%' I' PLATE SHEATHING <br />&VERT REINF. PER PLAN MOLD REMAINDER ATTACH DOOR THRU FF ETO] BRACKET PER PLAN <br />W MATCHaING TWTAOLML WIDTH <br />FINISH BUCK INTO MASONRY PER FLORIDA <br />BOND BEAM MASONRY <br />U. Arm, CMU — @1q * * ELEVAT11 N PRODUCT APPROVAL 0; ' MAN <br />FWEWAiONMMRYWAL 11/0112023 TYPM DOOR ATrACHMENT DERIL 11101/2023 n?M GWGE DOOR ATrACHMEW 11/0112023 BEMING Wa W/o UPUFT 11/01/2023 <br />f <br />12 W15 :W:l )6--- M_ <br />NO� TO SCALE VZ", 21 NO� TO SCALE WGM-150 _1 60 vZ111 <br />9 NO-r;0 SCALE V;z ISM <br />EXT. WALL <br />PER PLAN <br />2X4 BLOCKING @ 24� O.C. <br />NAILED BETWEENSTUDS <br />w/ (2) 10d NAILS EACH END <br />INT. WALL <br />PER PLAN <br />(2) 1 Dd NAILS EN <br />STUD TO EA. BU <br />2X4 DBL — <br />TOP PLATE <br />BLOCKINGTOSE <br />JSH WITH STUD <br />FACE THAT IS <br />kDJACENT TO <br />:RSECTING WALL <br />. INTERSECTING <br />VALL BEYOND <br />PARTY OR — <br />(TERIOR WALL <br />SILL PLATE (P.T <br />EN N CONTACT <br />IN <br />I/ CONCRETE <br />SHEATHING <br />PER PLAN <br />2x STUDS @ <br />161, O.C� <br />END STUD <br />To FLAT <br />S T. 0 "BO <br />TUD E <br />0.162'x3-1/2" <br />"Tu'" a <br />tsibo-c <br />2x STUD <br />STRUCTURAL <br />PARALLEL To <br />I V SHEATHING <br />COWNBMID <br />PER PLAN <br />TO*64 <br />STUD W/ <br />0.162'.3-1/2" <br />f1hi it moldril <br />#5 REBAR, CONT. <br />IN BOND SEAM <br />B NO BEAM <br />PER PLAN <br />#5 REBAR HOOKED <br />DOWEL <br />#5 REBAR VERT CAL <br />IN SOLD FILLED <br />TOP OF HEADER AT <br />MTL STRAP L <br />BOTTOM OF TOP PLATE <br />MATCHES STD CO DIT:OONN _�I�GHT <br />PER PLAN <br />L] <br />Px CRIPPLE STUDS <br />(2)-2x CONT FLAT PLATE <br />USE (3)-2x PLATE AT DBIL <br />MTL STRAP LOCATIONS <br />ALT RAISED HEADER <br />END LENGTH /_ CONTINUOUS DOUBLE <br />2x FULL HEIGHT KING STUD ER SC.EDU././ 2. TOP PLATE <br />W/ PEN. NUMBER PER PLAN 0 4, . .K PLATE HEIGHT PER PLAN <br />HEADER PER PLAN <br />2x BLKG - USE DBL, OR <br />FLAT 2x BLKG @ DBL OR <br />3" WIDE MTL STRAPS <br />2�IACKSTUD-NUMBER I <br />PER PLAN/NOTES <br />UL SHEATHING <br />PER PLANSISHEAR <br />WALL SCHEDULE <br />SINGLE, DOUBLE OR z <br />FLAT 2 BLOCKING, TYP. <br />(2� 2.x SILL PLATE <br />SINGLE 08 DOUBLE <br />PER PLAN. PLACED, <br />BEHIND WALL SHEN <br />2x SILL PLATE wl SIL <br />PER <br />ANCHORAGE PER PI <br />STRAP <br />LENGTH <br />STRAP <br />OF NAILS <br />@ EA. END <br />END <br />LENGTH <br />STR0 P <br />CAPACITIP <br />I ILBS) <br />" S) <br />9. <br />1 103'D� <br />CS2 <br />Si <br />1(26) 0.131'.,Q-IrZ <br />15, <br />S <br />705 <br />27' <br />4690 <br />STRAP <br />)VER OR <br />HING <br />M" <br />wi — 7116/2021 CELLS �SEE PLAN) <br />NOT TO SCALE HAD SHEM WAU 11/0112023 <br />11 REBARI HOOKED % <br />DOWEL ORO Fiel&tone <br />COMMON <br />'T'P.) <br />AU_ FILLED CELLS <br />C.O.A.# ARCHITECURE- <br />WEAVE BLOCK COURSES EVERY EE FOUNDATION PLAN <br />OTHER BLOCK TYP.) 9 EVERY FEE AND DETAILS FOR <br />FOOTING REINFORCING. AA26002802 <br />BLOCK TEE INTERSECTION REBAR PER C.O.E.# ENGINEERING: o.860 <br />F5PLAN <br />�ilhkfil TiWAFISWORCED RUE) ML DUAIL 11101/2023 29349 <br />505-9 W19 no-rTO SCALE M;710 E3 IBRAHEM ELAYE &0 <br />P.E.# 91476 <br />BENJAMIN NIESE, PE <br />INT. WAIL CONNECTION M EXT. WALL 2/28/2022 TYPM CMU INTERSECTION DErA1L 11/01/2023 <br />P.E.# 86025 <br />W;�182 <br />WGW-181 __/NOT TO SCALE 06/20/2024 . . ........ <br />DATE 11111W <br />2 E S L E <br />j <br />E. 6 <br />z <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.fieldstoneae.com <br />C) <br />z <br />0 <br />> <br />Z <br />U <br />V) <br />L) <br />9 <br />'4 <br />rA <br />D <br />12*1 <br />0 <br />r- __1 <br />L _j <br />DRAWN BY: I FAE <br />FVERS10N:5_-0_j <br />SHEET NAME <br />DETAILS - <br />WALL <br />SHEET # <br />S4.2 <br />