|
rl- Oft (SVE SECTIONS ON SHEETS 17, M 19 &
<br />I r ma. wi 511/flk r .7
<br />Pvl A, 4$6/20 * Sw/w I. ImQ
<br />1 6 I'l 1 0 0 0 0 11� 16 1
<br />SEOQN A --A
<br />SCALE 3/tv-1-
<br />MAXIMUM A.S.D,
<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L (FL)
<br />MINIMUM SEPARATION
<br />PANFI
<br />RATING (p,s.f.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+5&0, -72�O
<br />8'-B"
<br />2 3/4-
<br />UNBOLTED
<br />INUA N DETAIL$ WM 5IQRM NEL SYSTEM
<br />L�U
<br />I~ ANCHORS I TAPCON Alic"Oes 1 4' 'EAPOOK ANCHDRS e TAPCON ANCHORS
<br />D.C. r--4r. Q.Q
<br />pomm -4
<br />Do OUR
<br />Ile
<br />BUICK "MURM BLOCK MmAm BLOCX am"m ri BUICK jRXAPm I
<br />Ile 1/4-
<br />a"
<br />IS
<br />In
<br />im
<br />: 6
<br />ET -a
<br />low AT
<br />Colow
<br />JI I CLASS
<br />L
<br />%
<br />F
<br />"4e4-.& vsL w/
<br />AMID NUT WASHER Rg
<br />0 g WASHM
<br />NUT yw.t5l- at,
<br />.3/32 WAS
<br />a -Ilr I t
<br />12 04.
<br />TAPOON ANCHM 1APODN ANCHORS
<br />lIr D.C.
<br />a 4 IA*
<br />;I= ww) WA00011ma W/ STUD)
<br />OCX
<br />REQUIRE0 REQUIRM RINLARED
<br />WALL WALL 11(rfMtj6 III ION
<br />WALL OLOMMO W"LJM
<br />SCALE 3/w-l- WAE 3/8--l- scALr. 31V.i'
<br />gm "a 10 A, 20 PDA 000" TYPE &V" Ift
<br />omm FOR gov"A'"01's Oft wm
<br />"MME INAMPA, JAL NAMM WAM
<br />A%11= ......
<br />TED
<br />==."A FLORIDA BUILDING CODE (High Volotify NU cone Zone)
<br />90MU FOR M I= DON ZZOO OR w
<br />SY L,= "wil P 0 157
<br />ACRAL 20 GAGE GM.VAN= STEEL STORM PANEL
<br />UNION ft
<br />momcnoN PROMm Ug.
<br />lide C 0
<br />pr
<br />i%tj
<br />!:go% ft 0 "Owl cwxm-gw 20-176
<br />C-40VTO , , I ��
<br />INSTALLA11 N---DETAILS FOR OPTION #2 EOR UEE SAEM MRM PANEL =EM
<br />JING e EQ MOM Q ONGRUE BLQQK SIBUMBES
<br />I e YAWN ANCHORS Y-01APOON ARWJRS
<br />ox. 0 a, ox�
<br />Pm POUM mffm,-
<br />0 Coo=
<br />ow,
<br />REDUM Atatow
<br />I/v I/V
<br />L
<br />Isor -
<br />GLASS
<br />:1/4
<br />"a W/
<br />Out 4
<br />'Pow
<br />lilt
<br />14-10*0 PME&AWK 14-1wo EvaLMATE PLUS W/
<br />10 . 3,PP3r W010 NUT WASHM
<br />(BEYOND)
<br />8 1/4�
<br />REQUIRED
<br />SCALE 316--1- SCALE 31fWr-11'
<br />SM SHOT 10 4 ID I" ANOWMIS TYPE '0101001 TYPE ........... ..
<br />SPlaw, $0 SSMUAAM INTO WOOD ---
<br />FRAMS swim A
<br />No. 44167
<br />mmom -.a. a a FLORIDA BUILDING CODE LNg Volooffy 14. re, Zone)
<br />lim"14 SP/2 wj 143031, Mo.
<br />ammm- 20 GAGE GALVANIZED STEEL STOIRM PANEL
<br />WAIVU14 01,00*1 SHOW ON MCNED" a*,
<br />By THE FOU411" FA41oftiNg
<br />01,01010" 10 at GLOBAL PROXCWN MWJM IM S"'Milre"M
<br />WACIMS WAINO) Duel VVM $HALL fr ------- Zia- .:1
<br />20--176
<br />P4 110010INJUKAM
<br />9z
<br />1;�X� L* W17.4ol. Swill.
<br />7AW119a &W/20
<br />CHORS (ME SECDORS ON SHEM 17. 18, 19 At 20)----
<br />QPIIQN #2 FOR . UEE SAFErf, = M EANELCD ELEMIQN
<br />CAI
<br />>
<br />6-0
<br />.2-
<br />2
<br />8-6
<br />2
<br />co
<br />0
<br />-0
<br />a)
<br />i
<br />n
<br />CD
<br /><D
<br />-&-,
<br />0
<br />co
<br />-co
<br />0
<br />c
<br />Co
<br />=
<br />0
<br />.0
<br />--1--
<br />Co
<br />U-
<br />1,-
<br />0
<br />CU
<br />>
<br />.w
<br />U)
<br />-0
<br />a)
<br />to
<br />E
<br />L-
<br />0
<br />w
<br />-P-j
<br />M
<br />0
<br />L-
<br />CDL
<br />Cz
<br />-0
<br />.-
<br />C
<br />-
<br />-4-0
<br />Cl)
<br />ca.
<br /><
<br />64
<br />w
<br />mi
<br />INMUAIIQN QM3 EQR 0PT19N U. EQR UEE M PANEL SX31EM UMA =W& WM Y&D L=Z BAN MW PA191
<br />IM EXIM I E-2 fMAG STORM PAhU SHOWN ON THIS PRODUCT' 01AILIATION DOCUMENT (P40) HAS BM VERIFIED FOR COMPLIANCE IN 83) MINIMUM EMBEDMENT OF 1APCON AN04M AND FANELMAIV FEMALE 0 & PAREINIAfE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF INS FLORIDA BUILDING CW- sHALL Be 1 1/4-.
<br />7 1 Fq I
<br />DESIGN W40 UMPOS $HALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED COOF, OF IS 7/11- KID CONCRETE. C=
<br />C%j
<br />7-, VY
<br />&2) MIN
<br />NolA=ENT OF 4,1�4;0 -11
<br />WHERE THESE 1�MWU B%WALLff Si
<br />FOR A "IMMIS AM SHAU THE INUM &)
<br />MR A WCCEA k
<br />1/4- 0-20 SS WEMX SOLTS USED SHALL BE LONG ENOUCH(SHOULD ANY FINISH MATERK DOM) TO
<br />-0 TAPOON 0 6- Ot. DESIGN PRESSURE RATINCS INDCATED Cff SHEM 25 & 2& Dwa 3/4- Iwo ANCHORS.
<br />Ir 0-0, -1/4 00
<br />4�# TAPEOK 0' DO, I/,v* TAKIM a fr O.Q TAPOON 0 r QC. THREADED IN OMER Arn X Allow COMEXTION, ULTIMATE OESIGN *No LOADS DETER"m PER AM 7-16 .- - -) N
<br />Rm TO �tkk&D LOADS By 1011111PLYINO THEM BY 0.6 ill M 70 EJ) IN THA TONE� OR PgC=CC0WCREMTE NPMMOE FOUND ON THE EXISTING W" ><
<br />S.D)D=V;LURE S S;ZCnS
<br />Pbor"All" AT WOOD AT WOW HEADER i HEADER TO CompmE THESE W/ MUM WOUIPED ON SHEM 25 & 211 MXDIR No N HE E W41NO SUCH PANCLS, ANONORW C=
<br />HEADER W-Am NIAM IN I I SHAPU. BE AS MENTIONED IN 9.1) AND W M), ILN I
<br />X14 -L CL
<br />Al IN ORDER TO VERIFY THAT COMPONENTS AND ANC44M ON I" P�EO. AS TESTED WERE NOT OJER STRESSED, A 33X INCREASE
<br />1/4* If2* IN ALUDWAIXE SUESS FOR WIND LOADS VMS JIM USED IN It" ANALM FASTIENERS SPACM TO WOW HAPS SM
<br />Vr 1/4 9i �-D L-
<br />11/4� Ile DETERMINED IN ACCORDANCE WITH A1,04, 2015, (C) ANCHORS WALL BE INSTALLED FOLLOWING ALL OF THE REDOMMIDIDPITIONS AND SPINIFICATtONS OF THE ANCHORS
<br />WITH SECTIO 26 MANUFACTURElt
<br />STORM PANEL*S ADEQUACY FOR IMPACT AM FATICUE RESISTANCE HAS OM VERIFIED IN ACCORDANCE N 16 OF
<br />THE ABOVE MENTIONED ODDE AS PER MMESIRAWN TESTING LABORATORY, NO. REPORT 111 2032. AS PROFOCOLS TAS-201, Ill it 94ALL BE THE RESPONSIBILITY OF THE cwRAMR 10 vmwy THE souNoRm or THE STRUCTURE Ymm SHUTTER
<br />Is ITER SHALL ONLY K ATTACHED TO CONCRETE, SLOCK
<br />OR WOOD FRAME BUILDINGS,
<br />-C
<br />Xx /2�
<br />TAS-202 AND lAS-201
<br />Z THIS SYSTEM HAS SEEN DESONED TO BE INSTALLED ON THE OUTSIDE OF THE OPERINO ACCESSI4 THE OPENNO FMM THE
<br />USE
<br />12, THE INSTALLATION CONTRACTOR
<br />COMPONENT- EWES WHMN REAPAIN IN CONTINUOUS
<br />INSIDE THE Of A L40M OR UM " APPLICATION 0 VAUD WHEN INSIALLATION IS WIEMW TO BE PERFORMED
<br />_0 FROM N-%* OF 910,1011ML CONTACT WITH THE BUILOM TO'S 10 SE!lI4
<br />a. 00400m Ivo, LENGTH 1=NUw= CAULK AND SM SWIM IRACKS ALL AROUND FULL
<br />C:
<br />IS MAI% 4. SERIES IWO INSTALIATION IS APPLICABLE TO SMOTE AND DOUSLE, HUNG SM WINDOWS WHEN INSIALLATPON IS REQUIRED 70 BE
<br />low 900" PERFORMOD FROM THE INSIDE Or SMUMRF-
<br />PANEL Lr*=M PANEL CR sw 18) 11 STORM PANEL WSTALUXION WALL COMPLY WIN SPICS NOItAM IN M41S DRAWING PLUS ANY SLOLOING AND ZOMNO 2-
<br />v a., (-/ , ; - <
<br />PANEL LENOW Ism NOTE I BELOAD OLASS 4. SERIES 2000 INSIALLVION IS APPLICABLE to SINGLE AND DOUBLE 1111,1140 AND ]HOWMAL SLIDERS STYLE WINDOWS WHEN REGIALATIONS PROMED BY THE JURISDICTION WHM PERMIT IS APPLIED TOP.
<br />mmamm (") ,
<br />W. SIVAPPIAMN
<br />(SEE Nam I sam DQSM- w Dun am INSTALLATION IS RMUM TO BE PERFORM FROM THE DISKS OF STRUMME. IC ATRIM "MO AND, DOCIPS INC, E - Z KAM STORM FAND. SYSTEM- IS FOW PEREW
<br />am ADMEN,
<br />lle� r i I - 1 i (Sm MM 1 911001 1 BELOW)
<br />20#* i S� ALL ALUMINUM EXROWNS To BE 063�% NUDY AID TEMPER. (UNLESS MERWIS& NOTED) (a) PNSXUMMT&�)i�PREPAHMI BY THIS 04WM IS MOOD AND DOES HOT PROVIDE
<br />11 am") PANEL LOW"
<br />m lil"10" PAHEL
<br />ON jim 14) ON ow IS) 1 1 1/4*0-2091* km
<br />ss. Al's. W/
<br />MOT
<br />1XICTON FWA WHERE THE SITE EXINDMONS OMTE FROM THE P"L
<br />4 i I
<br />MRS W4 I/=
<br />A off S. ALL ALUMINUM SHW METAL USED AT CLOSURES SHALL WE 3105-Hl* ALLOY. (b) CONTRACIOR TO ME RESPONSIBLE FOR THE SDACTION� PURCHASE AND 0WALLAXION INCLUDING In SAFETY OF
<br />7. ALL SIM SHEET METAL PA14US SHALL *AVE SIRUMPRAIL OU4,311Y SrEEL, ASIM A-653 OWE So ft�� EALVANIZED STEEL THIS PRODUCT EASED ON TIMS PZEL PRWDIED HUSHE DOES NOT OMTE FROM THE CONDITIONS OVIAUD ON C)
<br />Y4-0 APCOlPl)&,
<br />4-- DESIONAT" W/Fy- su, kill (Arm REXLLEEP)� THIS DOIDAPEEW CONSTRUCTION SAFETY AT WIE IS THE 0ONTPACTORS RESPONSIBILITY ku
<br />TO BE STAINLESS STEEL 304 OR TIS AIV SERIES OR CORROSION RMSTANT COATED CARBON STEEL AS PER DIN THIS PRODUCT 00APLUARON DOCUMENT ".1. BE CONSIDERED NVAM IF MODI
<br />ON AT 8. ALL SCREW$
<br />50018 W1 50 W YEW STRENCIII AND 90 *M TENSILE STRENGTH & SHALL COMPLY W/ PLOPJOA SUf1JXNG CODE SECTION 2411.3Z.4. CL -0
<br />f4) SITE SPECIFIC PROMOTE SMALL BE PREPARED BY A FLQEJOA REOSTEIRED EN004EER OR ARCHITECT! WKS WELL
<br />D. SOILTS TO BE AMU A-30 CALVWM $%IT, OR AM 304 SEEM STAINLESS STEEL WITH 36 W MWWW YIELD STREN17M. BECOME INS =%Z;T=.)AALT% PIHAIEOT AND WHO IL at RESPOIl"LE FOR . PROPER
<br />SUBMIT To THtS LATTIER THE SIM SPECIFIC DRAMINSBA DEUSIATED 04MNEER TO THE PZ0. ENGINEER, SHALL 0 0
<br />10, ANCHORS TO WALL SMALL BE AS MILLOWS, FOR ftmEw. <
<br />�N PROFESSIONAL 040mm
<br />1,
<br />N LL OF
<br />RPA (>AM AND ORIGINAL SEAL NO SIGNATUF OF THE
<br />ARCOTHE
<br />1/4-0, TAPCOH ANOHOAS AS MANUFACTURED BY Mill. BVILM. W. (MIN. V-3122 p;*L) Tr, E
<br />1/4- 0 A 7/r CALK-01 ANCHORS, AS MANUFACTURED BY DERALT MC (Mft It-3000 pAA)
<br />J IS, "m PANEL LF LOCATION AT STORM PANEL IR Uj
<br />jI/4'#-2C63/4-S-& Ma W/ no 00 JS
<br />I M'S' W/ L PILL LABID, WALL BE PLACED MR EvEW OPeoNG,
<br />ACCORDANCE ==$74M FIJOA� =6UMOINO WOW VS
<br />WOW Em. WING Nor 7 NUT Jilf4 FEMPLE IS PANIMMIXTE PLUS ANCHOR54 AS MANUFACTURED BY ELCO 00NISTAW1014 PROIX=
<br />VZ"Z2 I/r OBOUNG TO COMPLY W" SECTION 1709.9,2 OF INS PLORPA BUILOM CODE,
<br />MASHER 12 1/2- OmC. Ir o'e. "W*R "D)
<br />IA' PAN. TWA= �118`0 X 3/32' WIND NUT 2*,4' W
<br />L DO,
<br />1 4`* TIPCON A.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS IWO POURED CONCRETE SHALL BE 1 3/4' AND 2' FOR FANELMAXE
<br />PONEXPAVION, AT IOV*VM TW64ER 0 6 1/4* O.C. OSHER NOT
<br />at a TEMPLE 0 & PANEUPOTE PLUS.
<br />THREADED 01 PLATE
<br />MANAM _QW PLATE A2) MINIMUM tMOMMONT OF 1/4'0 X 7/8- CALK -IN ANCHOR$ SMALL BE ISS 7111" INTO CONCRE-M NO EMWOMM IWO
<br />OF PLATE 0 PLATE O�l4oD PLATE 4-1,0 A P,
<br />WOOD PLATE W42 ANY FIMSH MATERIAL. SHALL BE PERMITTED.
<br />RED P TO Z4; 0-M S$ SIDEWALK S%TS USED $HALL BE LOW 04OLM(SKOM ANY FINISH MATERI& EXISO TO DIOAGE 3/4'
<br />A.! al.,
<br />ANC"DRS,
<br />AT M&MOTH OF PLATE
<br />MWIMM, PLATE T A T1,
<br />W" Moffm APALA= WALL g.M-"Q 'NSA M ALTERNATNE 7EW
<br />sext vr-l- PAN61 A.3) IN CASE T?AT PRECAST SIONE MOW CONCRETE NNIELS, OR PAPERS BE POUND ON THE MONT WALL OR .. . ........
<br />2 Lift SUM ON ON AMR. ANCHORS SIMIL. BE I= IENOUOH TO
<br />AMR M. W" MP Wma NUMPIA11
<br />0 80" EMU It UEUX BAN13 t 0- BE AS WW94M IN AI) AND IN WAC"'w MAIN STRUCTURE MIND SUCH FAMULS� ANCHORAOE SHALL
<br />SCALE 3jr.1, SC" 3/r- 1 fimm
<br />Tk4
<br />4167
<br />INN ENO
<br />SCALE 31r-l- t
<br />FLAIRMIA BUILDING Zone)i MORIDA BUILDING, CODE fth Vslwl� MIA me Zone) FLORIDA ROWING CODE (fth Velocity #a ne Zone)
<br />CODE (High Volooft
<br />L OWAW79M AM OPAY V" FOR MALDINGS WITH PLEA TIMM LOMIS On' - - - - - -- t/4", # TAPOON ANCHORS A$ MANUFA"ED 13Y MW, SUILOM INO
<br />LIP TO +ft$, -7U PSF AND PANELS LESICITH UP TO Ir-r. Alm TOX00. W- 44167 am 11313% M 20 GW GALVANIZED SEEM STORM PAWL X 7jr CAUK-41 ANCHORS, AS MANUFACTURED BY DVWALT INC. (fM-ISW ;L%,L) 1010% M 20 GW GALVANIZED FA
<br />4117ST - A STEEL WM PANEL
<br />No. 2D GABE GALVANIZED STEEL STORM PANEL MAN or, J14-10 PANEILMATE PLANE 10 AND PANISMAIE PLUS ANCHOM AS MANUFACTURED BY FILM CONSTRUCTION A" ft,
<br />21 "'MEN WOOD FRAME MISTRUI:710m, WOOD MEMO= TO at sovilim Weak BY, 1, 4AWALIAPONS ARE ONLY YAUO M SUUKAM WITH &%0, DEMN LOADS 1 * I I PRODUCTS (r`M-2ml PAJJ -
<br />o UP To +s". -7zO PW GLOBAL GLOBAL P
<br />FINE No. 2. ill/ SPEOM bENSMY OF SS OR EQUAL w no PANELt Lv4m UP To 81-87�
<br />PRIMMON PROD z FOR NEW WOOD mwc mwvunm *Mo MEMBERS TO BE Sol min". 41 ROTECWN PMMWM U.C.1 IECIION Paootwm, U.C. am-
<br />UCm U-C-1 0= IL ECOtime,
<br />am tw, al WROET
<br />4AA&L m Wl FINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR DI M314
<br />20-176 - PMOML 0-ox-Ur. - I.-Hea-ml,
<br />i Rim 0 MY
<br />COMEQNENTS EQR. SERIE3 2QOQ A; 1099 E-Z HANG, STORM PANEL5 IN LS EQR 5ERIES 200Q ANQ I QQQ E-Z HAN-SIOM
<br />(SCALE 1/2-)
<br />1'/24 111, '/24 m fm 2 snow) r Mo, 2/24 11- 1*/24 W m MR it an" Q, CONCRETE QR - CRETE MCK
<br />aim I*w -
<br />rm .4 Ti*- 3* New,
<br />-T-3ems. j- Will.
<br />9 NAM"
<br />(TOTAL W1OtH)---A-T r- 122W 4 4 o,,,L W148mim M-1
<br />SPRO 20 v, WOW *0 \6 - 0- ON
<br />-IZS00' (EFFECTIVE WIDIH�--- 011, F "we "
<br />1 r Ir
<br />FW
<br />TO
<br />UAW z5po 40 oil
<br />0004
<br />TYP. ASIM A-453
<br />SEE NOX 2�.3,4 AnoN
<br />48.81 0-0 SAM 4
<br />24001 GAILIN"Im STM -7�4 I It
<br />DRAM 50 mwww DIETAN. WFLOW
<br />---------- - wtir mp I
<br />U�,
<br />'Ea
<br />h1L-1411---J ""' -4'. r I CU
<br />4 1%. 9 1 1 A
<br />(1) MIM PANEL
<br />40 w
<br />4.11-
<br />R= -Lr- TRACK 'Irrl,�-r[4�1 T' T-MT1
<br />IEB= I I S.-
<br />q) 11 13-T am SmIlm" I
<br />fTFUTI"TH 1 5 i
<br />.REM TArq44U I I I
<br />---1 1 sm
<br />v cr*) I -i
<br />". W - mrg- I D-
<br />L �l SEE -16k
<br />PAHWS END UP VARUP
<br />W/ "ONO 11-�- ---------- MAY BE LocAm, =so 0 a I - -4=- 1 a 0-
<br />OVERLAP WOO I
<br />w/ UP WHO 0~
<br />MOM P"mucag 5�vl s =09
<br />W To FAOAMPAW
<br />ICAL rLFVATIO IF TO K INSTALLED FROM
<br />95 HANG SWIRMIN, EMS I %I W.-ADE OF STRUMURE,
<br />�lw 1"Imm
<br />Nine
<br />rvi, w 1/4, NAPP, w-+-
<br />ISOMC= 300N KWL A 2106w,
<br />CORNER 0 ENDS OF PANELS /b 14 t
<br />J
<br />END UP W/ HEMMED MOF- �7w
<br />% A -A SEC= a- aim
<br />(N.T.S) . 1. so" 4w - I- 1-� I I
<br />110" mmum
<br />(1), OMNIRUN At SMM 10071 E Z RAW $101RA PANEL SYSTEM CONSISTING PANEL 41
<br />- ODO-j W: 40w4- MA.
<br />2 ?vlis a.--- AMUL, TRACKS T T ANE01ATE PLUS OR 15 LONG ��vo CIO a -
<br />WA 7
<br />(1), A&sNmmLX-S=L2W. E - 2 HANG STORM PANEL SYSMIA CONSHITM OF PO4M + VT 9711om TM
<br />BILL WALL BY MIANS OF
<br />cont TRACKII101, a BOTTOM (2). SO PANELS SNALL ALWAYS BE OW 10 swo m
<br />L PASM (2).#DWP.A1NELS SIALL ALWAYS BE CONNECTED TO 80170V TRACK OTHERWISE A STOP MR _ '" I IwAspow - OAK OF
<br />IT PANELS wiramil live, I
<br />1 1/4- PROVIDED AT TOP Of SUCH PAREM SK4" at
<br />-16 Men, X.LOY ALL at W,.M
<br />woe WWOLun7 0
<br />Wei (3). IF 04*Mm) 16 U)
<br />.0 FANFIS ARE CONNECTED qDIT SHAUL CONSIST OF 0. (3) sam,
<br />TRACK, Cpn"
<br />;9*-2*w4, US. W%3 4 WING HIT OR la _ 9h1,YHUMSSDRE* (3). MR ONSM WHEN END PANELS AM DEC JoRMY W/ is- mawm Imm MITIN
<br />TAPPED OUTTIMP! W � Y BE AT EITHER OF IWO LONG AT - 0
<br />EXTERIOR FLAT FIAMM OF E40 ZMALOP TRACK Sw BAR SO" JAV: am 10 mu Mo Ion a ptst
<br />mil WASYMIM
<br />(4)� IN CASE THAT END PANELS ARE V CONNECTED 10,11OTTOM TRACK OeC A STOP MR (4). PANELS ARE W&MY -�D Allm-L' SCALIE 3/bi- SME val*
<br />S ONLY USED BOTTOM TRACK MOM
<br />USING SPECS mr O;MNECI`ION OF PANELS MI10""Aft
<br />ONE INTEMOR PANOL $0200MOn RXI
<br />9011W TRACK TO WALL m
<br />PANEL OVATION! A40 W
<br />TO 801TOM TRACK MAY OCCUR AT YTPY jf VA 4 M-910 LU
<br />I
<br />SEE SWON 1. Y & CON SHEV 24. SEE ANCHOR SCHEDULE ON SHEFF 25� USED
<br />8
<br />.... .... /I- OR I 'o /
<br />* % NO. 441
<br />A�p z- *: 67
<br />FLOM igh v*I*dRY HU one Zone) BUILDING CODE (Man Villoaffy Hu ame, Zons) TOP & FLORIDA BUILDING CODE 2!�Il Ifelocl!X Hurricane Zone)
<br />DA BUILDING CODE (High Voloafffty Hu K <
<br />"Sr 0= Ix"m w- FIF, 021411, w- FA
<br />4 187 20 GAGE GALVANIZED STEEL STORM PANEL OF 20 RACE GALVANIZED STEEL STORM PANEL
<br />OF 20 GAGE UWANIZED STEEL StORM PANEL IOWA am NO ft FATE i
<br />Xz;�% --.- m - Im *Uw --- -- --
<br />....... ("Somm" OnAL PWMCTM Mm= uc.
<br />tow "=CT" MEC-0.... mom -TILTECOIXG� z
<br />07/01/2100 /--rl L mommom PROmicTs, Uz
<br />PRODUCTS. Lw. Imm, *1
<br />4%r
<br />me w n.%NRMT
<br />mm, " 4ft V.114 5139,w
<br />jilt z PLO Io� 20-176
<br />IT* LONG 20-176 %Q? 5- 1 M#)SN-7644 m 0")OI"M <
<br />AL-3 -R.- -' -' - wi\ --- "- -h -3v%mm
<br />0003-TS Alum ALLOY MAE= 7.7 W74 =!%a p -j
<br />! - liftul" iz VA~
<br />WX W101 A �w
<br />w `&R
<br />Aff. 5 ` 9z 4
<br />SHEET NO.
<br />SH 1.2
<br />
|