Laserfiche WebLink
EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />PANEL EDGE <br />FIELD <br />BLOCKING <br />REQUIRRED (MIN.) <br />Siff <br />NAILING <br />SPACING <br />REQUIRED <br />700' <br />SHEATHING <br />3.O.C. <br />1r O.C. <br />ALLEDGES <br />PANEL EDGE NAUNG <br />NOTE PROVIDEBLOCKING <br />AT ALL SHEATHING EDGES S <br />3/B• <br />i• STRUCTURAL <br />SHEATHING • <br />SINGLE NAIL EDGE SPACING <br />1/28 <br />DOUBLE NAIL EDGE SPACING <br />STUD SPACING 2X4 BLOCKING <br />PER PLAN SHEATHING SPLICE - GAME <br />NAILING THICKNESS AND STRENGTH AXIS <br />PER PLAN ORIENTATION AS WALL SHEATHING <br />w,�1 LfR/LOTiARM M7AL 11101r2m <br />NOT TO SCALE WG7010 <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 />REWIRED <br />7/1S <br />Sd <br />3.O.C. <br />12' O.C. <br />ALL EDGES <br />SHEATHING <br />3W <br />STRUCTURAL SHEATHING <br />FlED NAUNG, <br />TVP. <br />SINGLE NAIL <br />EDGE SPACING <br />�- PANELrow <br />NAIUNo <br />BOTTOM <br />31/2' <br />CHORD <br />woe GAP END 8I07M DUAL <br />11/019= <br />NOT TO SCALE <br />WGG-020 <br />PRE-ENGINEERED TRUSS PER MANUF @ 24. O.C. MAX; <br />ATTACH TYP TRUSS STRAP PER PLN (NOT SHOWN) <br />(6) 0.14870' FACE NAILS THRU KING <br />STUD TO HEADER (MIN. 3 EA PLY.) <br />NFADFR ATRAP AFfYMNT PFN TAN F <br />ULT BASIC <br />WIND SPEED <br />HDR MAX <br />CLR SPAN <br />STRAP <br />REQT!(T <br /><140 MPH <br />4 FT <br />LSTAIS <br />5140 MPH <br />9 FT <br />MST= <br /><1B0 MPH <br />5FT <br />MSTA24 <br />(2)-2x TOP PLATE INSTALL SIMPSON SSP PLATE TIES <br />0. O.C. ALTERNATING SIDE OF THE <br />WALL FROM TOP PLATES INTO RAISED <br />HEADER BELOW OVER OPNO, 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 />EDGE NAIL SHEATHING AROUND OPNO <br />PER TYP SHEATHI DETAIL REO'MNTS <br /># OF JACK STU 2XFRAMING 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 T— TT <br />ULT BASIC HDR MAX HO PEQ'MNT I I I I I I I <br />WIND SPEED CLR SPAN I I I I I I AT 2-STORY F L R-TO-FLR <br />OTT2Z w/ (*1µ-1d-1/r CONDITIONS (IF APPLES): <br />5140 MPH 4Fr I II II <br />81/2'xxS TITER HD• I I I I <br />5140 MPH 9PT HTT4 W/(1S)-0A4rA-1/r TO 1 L <br />KING IL WOW TM31 HD* — — — — — <br /><i80MPH 5FT DTT2Zw/(*1J4'xt-1/r <br />— a 1mm' THEN HD• <br />2x STUDS, SPACING PER <br />PAN/N"O� TYP. U.N.O- STD HEADER CONFIGURATION <br />(VIEWED FROM INTEROR) <br />• AT CRANIIBASEMENT CONDITION, TITEN HD SHALL BE SUBSTITUTE) FOR ATR <br />OF SAME DIAMETER DRILL 6 EPDXY 0• MIN EMBED TO FOUNDATION WALL <br />/,1TYPIC�IL OPENNG @ BEAABIG WALL <br />(6) 0.148',O' FACE NAILS <br />THRU KIND STUD TO <br />HEADER (MIN. 3 FA PLY.) <br />HFADFR STRAP RFO'MNT PFR TABLE <br />LILT BASIC <br />WIND SPEED <br />HDR MAX <br />CLR SPAN <br />STRAP <br />RWMNT <br /><140 MPH <br />4 FT <br />LSTAIS <br />1140 MPH <br />OFT <br />MSTC20 <br />I <br />!SAW MPH <br />5 FT <br />MSTA24 <br />ULT SAM <br />WIND SPEED <br />HDR MAX <br />CLR SPAN <br />HD REOMNT <br /><740 MPH <br />4 PT <br />C816x48• LG. <br />5140 MPH <br />9 FT <br />(2) C e"W L0.• <br /><1B0 MPH <br />5 FT <br />C81Bx48' LG. <br />• APPLY (1) STRAP TO JACK STUD W/ <br />HDR STRAP 5 (1) STRAP TO KING STD <br />(FLA=) 11/a1/2023 <br />INT. FINISH WOOD SUCK ATTACHMENT: ALTERNATE: DOUBLE 2x TOP TOP PLATE CONNECTOR, <br />IXONTOMP.T.SIlCKTO ZKORGRINKMI MTO EXTERIOR CMU WALL PLATE SPACING PER PLAN (CHOOSE <br />ix WOOD MAMMY MASONRY MID SPAN BLOCKING ONE). <br />1x P.T. BUCK MATCH FRAME WIDTH, BUILT-UP THICKNESS < 2 BETWEEN EACH a (1) SPH4 ® 2X4 WALLS <br />ATTACH w/ T NAILS 0 1µ' - 1/45M• MASONRY STUD, UN.O. (1) �M M 2XS W� <br />ATTACH FROM ENDS AND it O.C. SCREWS Or FROM ENDS GARAGE DOOR AND b. (2) H25A (ONE EA SIDE OF <br />- •! WINDOW PER REMAINDER. ATTACH AND 1 r O.C. REMAINDER TRACK INSTALLED PER BOTTOM PLATE CONNECTORS, PLATE) <br />PRODUCT MASONRY PER FIARDA NTO <br />FLORIDA WINDOW THRU BUCKw/11/4'FA6EDMENT MANUFACTURERSSPECIFICATIONS. <br />~`,•x •�t SPACING <br />(1)NSPHM®2X4 WALLS d. (2)SDWC1S8W <br />gaRl6�01aL PRODUCT APPROVAL (1) SPHB 10 2X5 WALLS S. STRUCTURAL SHEATH <br />INo S <br />FIRISH PER ELEVATION b. (2) H2.5A (ONE EA SIDE OF PLATE) NAILING PER PLAN <br />2X6 WOOD SUCKANCfORED a (2) SP1 (ONE EA SIDE OF PLATE) SHEATHING PER PLAN <br />TO CMU w/ 1/r x IrL' BOLTS d. (3) SOWC15450 SCREWS 2x STUDS AT 18' O.C. <br />OR 5/8• x 6' SIMPSON TITEN s. STRUCTURAL SHEATHING S 2. BOTTOM PLATE <br />��py��� MS yy� * ry�� L��M HDS W/ r WASHERS AT 2P NAIUNG PER PLAN PER PLAN <br />14 IM Irk YF M=ATIAVfS1� I DUAL 12/1TY2L121 � O.C. S NATHIN B' OF TOPANDID ep— <br />� *II* M� ��1 <br />FRAME TO BUCK BOTTOM, HI (2) ROWS OF Drr •: w. a-.. TO MASONRY x 3' MASONRY SCREWS 0Ir NKGW-185 <br />NOI;;a SCALE WG Z40 <br />O.C. sTAGOER Rows s <br />STRUCTURAL SHEATHING 2x FRAME WALL W/ P.T. <br />S ATTACHMENT PER RAN SILL PLATE, PER PLAN <br />ANCHOR BOLTS OR STRAPS, <br />SEE GENERAL NOTES, V.N.O. <br />r CMU WALL, BOND BEAM <br />S VERT. RENF. PER PLAN <br />::12A FRNEWAMONW190M MI 11/01/2023 <br />NOT TO SCALE WKRAb121 <br />EXT. WALL. <br />PER RAN <br />2X4 BLOCKING ® 2P O.C. <br />NAILED BETWEEN STUDS <br />W/ (2) tOd NAILS EACH END <br />ANT. WALL <br />PER PLAN <br />(2)10d NAILS EN <br />STUD TO EA. BU <br />EXTERIOR CMU WALL <br />WOOD BUCK ATTACHMENT: <br />ANT. FINISH 1/4• DRIVE-IN ANCHOR <br />BcOR�17e1 SRICKTO AIASORaIY .: DOUBLE 2x TOP PLATE <br />IxWOOD BUILT-UP THICKNESS < 2 tµ• -1/4xP GARAGE poop AND <br />2x P.T. BUCK MASONRY SCREWS ® W FROM ENDS TRACK INSTALLED PER <br />AND I r O.C. REMAINDER W/ 1 1µ• MANUFACTURERS •' n .: MID SPAN BLOCKING BETWEEN <br />ATTACH DOOR PER EMBEDMENT SPECIFICATIONS. ..N " " ' EACH STUD AT FRAME WALLS 2x STUDS SPACING <br />FLORIDA PRODUCT � :. - w/ PLATE HEIGHT 9-0 OR PER GENERAL NOTES <br />U.N.O. PER PLAN <br />APPROVAL �r•'"� • ALTERNATE.* 1/r x 2 tµ' HILT SLEEVE TALLER, OTHERWISE MAY OMIT. <br />1% aJp(TO MABORIIY ANCHOR OR EQUAL MIN.1 1/r <br />•'."r j i MATCH FRAME WIDTH, ATTACH w/ T <br />BRICK NAILS ® 4' FROM ENDS AND I O.C. EMBED INTO MASONRY (1) PER SHEATHWO <br />MOLD REMAINDER ATTACH DOOR THRU ETOJ BRACIQ:T 2x BOTTOM PLATE PER PLAN <br />RawFINISH PER BUCK INTO MASONRY PER FLONDA MATCHING WALL WIDTH <br />ELEVATION PRODUCT APPROVAL N I MASMRY <br />w15 TYWADMATTACIIAXDUAL 11/01/NM3 W16 TYP OARII�MATTACM9 11/01/1023 EMMM <br />WALLN4 LRFf <br />NOTTO SCALE ZZ50 NOTTO SCALE WKRRA-180 WGW-111 <br />2X4 DBL <br />TOP PLATE <br />2X4 BLOCKING TO BE <br />FLUSH WITH STUD <br />FACE THAT E <br />ADJACENTTO <br />INTERSECTING WALL <br />2X4 INTERSECTING - <br />WALL BEYOND <br />— PARTY OR — <br />EXTENOR WALL <br />-2X4 SILL PLATE (P.T. <br />WHEN IN CONTACT <br />W/ CONCRETE <br />COMMON WALL, <br />(TYP.) S x a x 16 CMU <br />WEAVE BLOCK COURSES EVERY <br />OTHER BLOCK (TVP.) o EVERY <br />BLOCK TEE INTERSECTION REBAR PER <br />PLAN <br />IRAWALLOONrI:Ct10Ni08MWAIL 2 2= iB lYPICRLCWINIEiLSBCAONDUAL 11m2023 <br />r WGYY-1w NOTTO w-A.E WGLF182 <br />N Zefil a <br />=Woo <br />■■19� <br />2X CRIPPLE STUDS ®19 O.C. <br />OVER HEADER, TOPEBOTTOM STUD <br />CONNECTORS PER W10184.2 TYP. <br />(FINFORMATION LOND BREAK UUME ORR NOOT�SHO ILORffNEi <br />TO STD HDR CONFIGURATION) <br />RQUGHOPEM� MITER UNTES BY <br />BELOW FIELD CUING <br />.. P #5 REBAR IN VERTICAL <br />GROUT FLUID CELL <br />#5 CORNER DOWELS INSIDE <br />AND OUTSIDE OF VERTICAL <br />#5 BAR AS SHOWN <br />PRECAST LINTELS <br />FILLED WITH GIROUT <br />190 OM GANG MTALrrV OMM BE ZIA12M <br />rrca r <br />WGM 250 <br />TOP OF HEADER AT <br />MTL STRAP LOCATION <br />BOTTOM OF TOP PLATE <br />MATCHES STD CONDITION <br />OHT PER PLAN <br />2x CRIPPLE STUDS <br />(2)-2x CONT FLAT PLATE <br />USE (3)-2x PLATE AT OSL <br />MTL STRAP LOCATIONS <br />ALT RAN®If/1061 <br />2x FULL HEIGHT KING STUD <br />W/ PEN. NUMBER PER PLAN <br />■■WNW }. , <br />END CONTINUOUS DOUBLE <br />ID SCHEDULE 2x TOP PLATE <br />GHT PER PLAN <br />HEADER PER PLAN <br />2x BL.KG - USE DEL, OR <br />FLAT 2x BLKG HS DBL OR t� <br />r WIDE MIL STRAPS g <br />2x JACK STUD -NUMBER <br />PER PLANINOTES = <br />WALL SHEATHING p <br />PER PLANS04EAR = <br />WALL SCHEDULE <br />SINGLE, DOUBLE OR Z <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 PUN <br />CMSTCIB <br />0.148N.41/4• <br />2T <br />4890 <br />STRAP # OF NAIL4 END STRAP <br />® EA END LENGTH CAPACITY p-BSt <br />C320 1 0.1St'x2-1? p 1030 <br />Isle o.1s1x�1/r 1s M. <br />roN H00,® <br />Dowd <br />R•AMARWNL <br />B12 <br />ttAI1I2029 <br />NL FIIEJ®CB!! <br />r,. ALL <br />.�..�`�.� +j �f •� WFOLA TION R/Jl <br />AND DETAU FOR <br />F�NdAHN�Na <br />Fie��dstone <br />``111III// WBW-120 <br />N•N, '�, <br />��,.� <br />V11teTM�RMML� 1�� <br />C.O.A.#ARCHITECURE: <br />ToronlL 1M°"1°° <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />NO <br />29349 <br />O IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />■ BENJAMIN NIESE, PE <br />%.O STATE OF <br />�i�� ' <br />P.E.# 86025 <br />' ��ORIDO! • ��?`� <br />//'�Ss��N%I►�. <br />02/12/2024 <br />�' ��` <br />DATE <br />/1111111/ <br />1.9 <br />S �ST i$oE rSAB �y�q�¢ <br />�SSEg��Eg22���i�9$ <br />9 <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Aubum Hills, MI 48326 <br />+1 248.622.4035 <br />Florida <br />12806 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FL 33637 <br />+1 813.466.3310 <br />www.fleldstoneae.com <br />r) <br />O <br />In <br />J <br />Y <br />W In <br />Z <br />o <br />ga <br />Z <br />; <br />Jir <br />(� <br />W <br />Q O <br />O <br />J <br />w <br />U <br />:3_ <br />0� <br />Cr <br />— <br />�a <br />N <br />c <br />L _ <br />MAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />DETAILS - <br />WALL <br />S4.2_ <br />