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I <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />MAL <br />PNSSL <br />FSEELO <br />I BLOCKING <br />REQUIRED JMIN4 <br />I am <br />=E <br />MAL <br />SPACING <br />FCQUIRED <br />7/fir <br />SHEATHING <br />I - <br />31 O.Q <br />IrO.C, <br />ALLEDGES <br />PANEL ENE NAILING <br />NOTE.' PROYROMOCKING <br />AT ALL SWATHING EDGES 8 <br />&V <br />STRILICTURAL <br />SHEATIM <br />SINGLE NMAIL EDGE SPACING <br />1128 <br />F---NNL EDGE SPACING <br />2X4 BLOOM <br />PER PLAN j SHEArqNG SPLICE - SAME <br />NALM THK304M AND SIP431MN AXIS <br />PERPILAN ORIENTATION AS WALL SHEATHING <br />(�-n" ASSTMOAL IUMAM <br />)MM SCALE %;ZITO <br />EXTERIOR WALL SHEATHING_ <br />SHEATHING <br />FIELD <br />BLOCKING <br />REQUIRED FM4 <br />INALIPANIELEDGE1 <br />SIZE <br />NNILINIG <br />SPACING <br />REQUIRED <br />7/IV <br />SHEATHING <br />1 ad <br />1 7 O.Q <br />I 17O.C. <br />ALLEDGES <br />PANEL EDGE <br />NAILING <br />CHORD <br />`NMEBONAM DUAL <br />T SCALE <br />INT. FINISH WOOD BUICK ATTACHMENT: AL� <br />, QZ <br />INCUP10111111F.T.W=70 mm <br />IxWOOD <br />Ix P.T. SLICK MATCH FRANS WIDTH. BUILT-UP THICKNESS � 2 <br />4. <br />ATTACH W'r NAILS 0 4 IW - 1/4W MASONRY <br />ATTACH FROMENOSANDIr D.C. SCREW 0 W FROM ENDS <br />W94DOW PER REMAINDER. ATTACH AND Ir D.C. REMAINDERL <br />FLORIDA <br />WP43M THRU BUICK INTO W I IW EMBEDMENT <br />PRODUCT MASONRY PER FLORIDA <br />PRODUCT APPROVAL <br />ELEVATION <br />8 w TYPOLWNDONATrACReff DErAL 12ti 7r1W <br />�G�SCALE ZZ7140 <br />PRE-ENGINEIMED TRUSS PER MANUF 0 2V O.C. MAX; <br />ATTACH TYP TRUSS STRAP PER PLAN 0IOT SHCAI" <br />(6) 0.149W FACE NALS THRU W43 <br />STUD TO HEADER NK 3 EA PLY.) <br />HEADER STRAP REOININT PER TABLE <br />UILT BASIC <br />WIND 93EM <br />HOR MAX <br />CLR SPAN <br />STRAP <br />REMINIT <br />-cMMPH <br />4 Fr <br />LgrAIS <br />5140 MPH <br />9 Fr <br />I MSTCIIS <br />100 MP H <br />s Fr <br />msTA24 <br />AT FOUNDATION CONDITION - HOLD <br />DOWN REQUIREMENT PER TABLE, <br />LILT BASIC MDR MAX <br />WIND SPEED CLR &-AN HD REQWrr <br />51140 MPH 4 Fr OTT2Zw/WIWII1-1ff <br />a Itrw TITIN HDI <br />114OMPH 9FT Hrr4V#(I8KI4"-1MTO <br />fame & WW TITERI HD- <br />11SOMPH 5 Fr DTT2ZwI!(I*IWxI-1,7 <br />&lr^WTFTENHD* <br />M� 2x STUDS. SPACING PER <br />INSTALL SINIPSON SSP PLATE TIES 0 <br />W D.C. ALTERNATING SEE OF THE <br />WALL FROM TOP PLATES INTO RAISED <br />HEADER BELOW OVER OTING, TYP <br />SM HEADER CONFIGURATION <br />MEWED FROM INTERIC" <br />AT CRAWLSASEMENT COMMON. ITTEN HO SHALL BE SUBSTITUTED FOR ATR <br />O*F SAM DIAMETER MLL & EPM V M 14 011011TO FOUNDATION MALL <br />.�wPcALwM@ffAFMwAiL <br />EXTERIOR CMU WALL <br />GARAGE DOOR AM <br />TRAM INSTALLED PER <br />MANUFACTURERS <br />&—.OSCA,nON& <br />ZXSWOOD BUCKANCHOPIED <br />TO CMU wi I/rxV`L`9OUTS <br />OR wr x r SIMPSON TrrEN <br />HOS vil r WASHERS AT 2V <br />D.C. & WITHIN r OF TOP AM <br />F;A�WTOMM� BOTTMOAMPOMOFIX <br />TO— . T MASONRY 804EM 0 1 r <br />0 0 <br />.C. STAGGER TOM F <br />14— w — <br />(6) 0.1 4rx3' FACE NAILS <br />THRU KING STUD TO <br />HEADER PAN. 3 EA. PLY.) <br />HEADER STRAP REMW PER TABLE <br />ULT BANC <br />WIND SPEED <br />HOR MAX <br />CUR SPAN <br />I= <br />1140 MPH <br />4FT <br />LSTAIS <br />:5140 MPH <br />9 Fr <br />MSTC23 <br /><180MPH <br />5 Fr <br />MSTA24 <br />ULT BASIC <br />WIND SPEED <br />MR MAX <br />CLR VAN <br />HO RECTMIIIT <br />-c140MPH <br />4FT <br />CS1ftwLe. <br />-CI40MPH <br />gFr <br />m ism Le.- <br />L.G. <br />APPLY (1) STRAP TO JACK STUD W/ <br />DOUBLE ft TOP <br />TOP PLATE CONNECTOR <br />4 <br />PLATE <br />SPACING PER PLAN P400SE <br />ME SPAN BLOCKING <br />ING <br />ONE). <br />BETWEEN EACH <br />(1) SPH4 0 2X4 WALLII <br />STUD. UxO. <br />(1) SPHIS 0 2M WALLS <br />b. (2) H2.5A (ONE EA SIDE OF <br />BOTTOM PLATE CONNECTORS, <br />PLATE) <br />SPACING PER PLAN (CHOOSE ONE): <br />& (1) SP2 <br />L (1) SPH4 0 2X4 WALLS <br />d. (2) SOWCISM <br />(1) SPHO 0 20 INALLS <br />a. STRUCTURALSHEATHING & <br />LATE) <br />b. (2) H2.SA (DINE EA SIDE OF PLATE) <br />MAILING PER PLAN <br />& M SPI (ONE EA SIDE OF PLATE) <br />SHEATHING PER PLAN <br />If. (3) SDVJC15450 SCREWS <br />2XISTUOSATISO.C. <br />, STRUCTURAL SHEATHING A <br />2. BOTTOM PLATE <br />NAILING PER PLAN <br />PER PLAN <br />LWOEMMIMF <br />627/2021 <br />WGW.105 <br />EXTERIOR CMU WALL <br />INT. FINISH WOOD BUCK ATTACHMENT: IW DRIVE-IN ANCHOR <br />2KOR01111ITERMM710MANONIRIF .. :- ... DOUBLE 2. TOP PLATE <br />IxWOOD BUILTJUP THICKNESS � 2 IW - IAW GARAGE DOOR AND <br />STRUCTURAL SHEATHING MASONRY SCREWS r FROM ENDS <br />ATTACHMENT PER PLAN 29 FRAME WALL III/ P.T. 2. P.T. BUICK TRACK INSTALLED PER <br />SILL PLATF- PER PLAN AND iro.C. FSM=vWi iW MANUFACTURERS MID SPAN BLOCKING BETWEEN <br />EMBEDMENT 2x STUDS SPACING <br />ATTACH DOOR PER SFECIRCATXM EACH STUD AT FRANEWALLS <br />AN,GHOR BOLTS OR STRAPS. E=1I1We:(0a1R <br />SEE GENERAL NOTES. LIAO. FLORIDA PRODUCT Yd PLATE HEIGH'i 9 PER GENERAL NOTES <br />APPROVAL ALTERNATE !I TALLER OTHERWISE MAY OWWr. U.N.O. PER PLAN <br />UMTO 1/7 It 2 IW HILTI SLEEVE <br />WIDTH. ATTACH VW'r <br />ANCHOR Oil EOUAL NBC 1117 <br />W CMU WALL, DOM MAN BRICK NAILS 0 C MW ENDS AM 17 O.Q BMW INTO MASONRY (1) PER SHEATHING <br />& VERT. REINF. PER PLAN MOLD REMAINDER ATTACH DOOR THRLI BRACKET ZI BOTTOM PLATE PER PLAN <br />FINISH PER SLICK INTO MASONRY PER FLORIDA F�w—�WTO MATCHING WALL WIDTH <br />ELEVATION PRODUCTAPPROVAL x IMASONRY w I <br />1 e APMMLONWBMNL IIAH/2023 rMD"ARPOWDUAL TMOAMDUATTACHM IIA"1200 FMMI*LRF 111mrim <br />1�07TD WALE A;Z121 \�LYN(77TO SCALE VVGW150 \��NOIF70 WALE V��Iso W;;;1I <br />EXT. WALL <br />PER PLAN <br />SX4 BLOCKING 0 2V O.C. <br />NAILED BETWEEN STUDS <br />iw/ M 10d NALS EACH END <br />INT. WALL <br />PER PLAN <br />(2) 10d NALS E14 <br />STUD TO EA. EL <br />2X4 OBL­ — <br />TOP PLATE <br />2X4 BLOCKING TO BE <br />FLUSH WITH STUD <br />FACE THAT IS <br />ADJACENITTO <br />INTERSECTING WALL <br />2YA INTERSECTING <br />WALL BEYOND <br />— PARTY OR — <br />EXTERIOR WALL <br />-014 BILL PLATE OPT. <br />WHEN N CONTACT <br />v# CONCRETE <br />RMLOMMMOMWALL 2�MSWM20=2=2 <br />WGwV.ISI <br />SHEATHING A.T o. Isom mw <br />PER PLAN END STUD N RERAK CONT <br />2x STUDS 0 TO RAT <br />lvo.c� STUD W N MOM <br />0.11112'M-Itr BONO sum <br />IIIIINIB"@ RM F� <br />nPOSARMOOM <br />2XSTUID STRUCTURAL <br />PARALLELTO SHEATIM <br />Cowmaw PER PLAN <br />Tooft 410LOPLLE) <br />STUD VW <br />o.ians-ur <br />III, No. <br />DWAL <br />t!VTO'SCALE VCLSA40UFM <br />�FLLSDCIR" <br />FOUNDAMM FILM <br />WDUALSFOR <br />Foffmrlloror� <br />COMMON WALL. <br />(TYP.) I x S x 16 CLUJ <br />WEAVE BLOCK COURBE11 EVERY MR Z L 'IMAM <br />OTHIER BLOCK (rYP) 0 EVIRY W19 <br />BLOCK TEE INTERSECTION REBAR PER <br />PLAN <br />7MCWKMW1IMMTAL 111wrim <br />K�7NOrTO WALE w;;182 <br />2X CRIPPLE STUDSO IVO.Q <br />OVER HEADER TOPMOTTOM STUD <br />CONNECTORS PER W1 06" TYP. <br />ALT. HEADER CONFIGURATION <br />INFORMATION BEYOND BREAKUNE OR NOT SHC1WN <br />TO SM MR CONFIGURATK" <br />MITER LINTELS BY <br />'IM —OPMMG FELD CUTTING <br />06 FEBAR IN VERTICAL <br />GROUT FILLED CELL <br />IISOORNER DOWELS <br />0 OUTSIDE OFVERTICAL <br />#5 BAR AS SHOWN <br />PRECAST <br />FILLED WITH GROUT AN <br />ODOM MWALOOMM RL 210612M <br />A;;250 <br />TOP OF HEADER AT <br />VTL STRAP LOCATION <br />BOTTOM OF TOP PLATE <br />MATCHES am CON.! <br />PER PLAN <br />#,$,,MMGH, <br />2. CRIPPLE STUDS <br />W2x CONIT FLAT PLATE <br />USE " PLATE AT DBIL <br />MTL STRAP LOCATIONS <br />ALTH111111101HIS111=1 <br />EN — - CONTINUOUS DOUBLE <br />FULL — KING —"WPE1=. TOP PLATE <br />W/ PEN. NUMBER PER FLN PER PLAN <br />III HEADER PER PLAN <br />2x BLKG - USE DBIL. OR <br />FLAT 2x IN ODOLOR <br />TWIDEMTLSTFAPS <br />2. 4ACK STUD - NUK230 <br />PER PLAK440TES <br />WALL SHEATHING <br />PER PLANSISHEAR <br />x <br />WALL SCHEDULE <br />SINGIA DOUBLE OR <br />FIAT BLOCKING. TYP. <br />PLATE <br />(2) 2. SILL <br />SINGLE OR DOUBLE <br />PER PLAN. PLACED <br />i <br />STRAP <br />OVER OR <br />BEHIND WALL <br />SHEATHING <br />N _�— 2M SILL PLATE wd SILL. <br />ANCHORAGE PER PLAN <br />maim STRAP OF NALS <br />1 0 EA. END <br />Rh <br />CM 1416) M!2!-12-11 ! <br />Cels PIQ a 1)Q-1 11 <br />RAO WA ML <br />12 <br />Fieldstme <br />C.OJL# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING: <br />N <br />29349 <br />13 IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />M BENJAMIN NIESE, PE <br />OF <br />P.E.# 86025 <br />ct <br />02/13/2024 <br />DATE <br />all -if <br />all <br />Mlchlpn <br />3400 Auburn Rd <br />Sufte 2DO <br />Aultim H199, MI 48326 <br />+1 248.6M4WS <br />Fkwklm <br />12906 Tampa Oaks Blvd. <br />Suits 150 <br />Tampa, FL 33637 <br />+1813.46&3310 <br />(D <br />0 <br />0 <br />o <br />z <br />C/3 Ir <br />0 <br />0 Le <br />Lu <br />w LLI <br />It) <br />UOL—J <br />F <br />L <br />MAVM BY- I FAE I <br />VERSION: �5�0] <br />SHEET NAM <br />DETAILS - <br />WALL <br />SHEET 0 <br />S4.2 <br />Mlchlpn <br />3400 Auburn Rd <br />Sufte 2DO <br />Aultim H199, MI 48326 <br />+1 248.6M4WS <br />Fkwklm <br />12906 Tampa Oaks Blvd. <br />Suits 150 <br />Tampa, FL 33637 <br />+1813.46&3310 <br />(D <br />0 <br />0 <br />o <br />z <br />C/3 Ir <br />0 <br />0 Le <br />Lu <br />w LLI <br />It) <br />UOL—J <br />F <br />L <br />MAVM BY- I FAE I <br />VERSION: �5�0] <br />SHEET NAM <br />DETAILS - <br />WALL <br />SHEET 0 <br />S4.2 <br />L <br />MAVM BY- I FAE I <br />VERSION: �5�0] <br />SHEET NAM <br />DETAILS - <br />WALL <br />SHEET 0 <br />S4.2 <br />