|
SEOON A -A
<br />SCkE 1114r.l.
<br />BR4Z4*U*1 UM! TY4 I! RE E;V ZIA 41 9A Z Eel 1; IM VAW-Tef; 1:4 11,11114
<br />MAXIMUM A.S,D,
<br />htc& PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PAJNFL
<br />DESIGN PRESSURE
<br />RATW Cp.s.C)
<br />L (it)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55�0, -72,0
<br />V-8.
<br />2 3/4-
<br />UNBOLTED
<br />INUALLnON DETAILS EUR OEMQN FOR Uft M= STORM EANEL SYSTEM
<br />,INTO EXISTING WOOD HEWMRES
<br />V -T,
<br />OC orm
<br />W4'0 TAPCON 0 d' Ot,
<br />4'0 TAP" a 6, D.C. 6* Ole,
<br />vi 11r NOR, T"Apm
<br />a" Aff
<br />WADER HEADER WADER WOOD
<br />KEA=
<br />-, "
<br />Id 1�
<br />11
<br />lox x pill.,
<br />1/4' 1/4' lye
<br />km
<br />T t
<br />ONT
<br />CD 3 1
<br />00, _-uwmm
<br />TO, W46
<br />V NICK, We
<br />PAM LOOM "Ba 'R, po IL
<br />PAWL (sm ME V NU -
<br />VOL 30104MOR LENOM W. lOwAxid" I
<br />10 a" (SEE NOTE I BROR)
<br />X W010 Nu
<br />to
<br />q-7
<br />OF P.Lgffmf
<br />�MIDRVTH
<br />�7
<br />j 114*0-VV4-�S, M.S� W/
<br />cm. cm, ED,
<br />NUT
<br />tv* N�p WT 1-7w= a 12W Ir OC, LA
<br />WASHER 11 12 1/2 CA. WAS
<br />*/4-. TAPWN a V ax,
<br />114** two ON 0 01 mr '0 jK-CQN1 a a' 0& JI
<br />srtb) P TON AT MOMNO
<br />W/I 11;r UK
<br />PLAIr
<br />u0mm PENETRATION; AT Waffin+
<br />&Am, S:. �Ve WOW PLATE MAE
<br />OF PLATE OF RATE
<br />WOOD PLATE PLAN
<br />REOUIRED WAI I MQjINnKfi MILILAMION
<br />WALL MOUWMG DWA"'nON WALL AMIN Z&W ALTERNATWE 711RV
<br />MEWUNWAUVAN SQM.E s/r-1 0 LIFt SUM== PAN
<br />tmom, 0 LJf-E SI&FIETY LXANEL SCALE 3/8*�I-
<br />SCALE 3/8'-1" wALt
<br />FLORIDA BVILOING CODE (01ah Velocity go rm Zone)
<br />1� INSTALLATION$ ARE ONLY W-10 FOR SULOOM WITH A.S.O. DESION LOADS
<br />up TO SSA -71LO IRV AM PAWLIS LENGTH UP TO lr-r
<br />%0-4 1157 TIV-1m. w- 20 CAM CALVAWZED STEEL STORM PANEL fp
<br />on.
<br />2 FOR MEN WOOD FRNME WOOD MEMWAS 70 BE SOUTHERN
<br />PIKE NO. 2. W/ SPECIFIC DENSITY OF OM OR EOUAL GLDB& PRMCM MDUM Uz.
<br />/TILMECO ---- 4=lt SI.W
<br />4VOWMILF10 CIPANY
<br />Zjo 20-176
<br />j , m. PHOW-1 i"4"-75ft Fft "4)"ll-CM
<br />�,amoth-
<br />DROWN.
<br />L or n
<br />C-0-MEQNENTS EQR URIES
<br />200Q A 1QQQ E-Z HANG
<br />STORM PANELS
<br />(SCALE 1/2-l')
<br />mm
<br />VL1
<br />(EFFECM
<br />O.wr 4mL THICK
<br />HNMW-,*-
<br />Zor :LsBO*
<br />TYPI 1
<br />Z2�4
<br />.075r
<br />- --ym
<br />//1
<br />O&VAMEED STEEL
<br />EDGE
<br />%%57
<br />2Z -2w HEmmED ASM A�953
<br />DRAW 50 MINIMUM
<br />0-0 Qkv.
<br />MAIL
<br />i
<br />-------------
<br />4111UF
<br />------------
<br />L
<br />2,470'--i
<br />.2
<br />STORM PANEL
<br />-2,470'--
<br />RUMSEQ
<br />!b*
<br />mu"
<br />P� S �Im UP
<br />R/ "DAM VOICE
<br />ow
<br />ISOMETRIC DEW DMIL
<br />ROUNDED CORNER 0 ENDS OF PANELS
<br />END UP W/ HEMMED EDOE-
<br />(NJ.S)
<br />-17
<br />-1 r 125'
<br />owi-Ts Alum. AUOY
<br />lair
<br />A.,
<br />L L
<br />.14167 1
<br />;;
<br />FLORIDA BUILDING CODE ifth Voloattz f"Jur no zomm)f
<br />20 UGE GALVANIZED STM SWRM PANEL FA
<br />(2)
<br />3%laidag.) AUN, ANGLE STOP BAR
<br />A
<br />Ow"
<br />GLOBAL PROTEMON PMUCM
<br />11" LONG
<br />6003-TS Aluln. ALLOY
<br />"Aw"
<br />*VW- 0114)11110,450, M. W.01410-11107 20-176
<br />PA
<br />som a or 25
<br />IN ION DEMINS Egg 0 R EE SAFETY MRM -PANEL SYSTEM
<br />INT-Q EXISTINq POURE 29M COMMU BLOCK SMUCTUftES
<br />ANCHORIS --.144' TAPOON ANCHORS I TAPM ANCHORS 4� TAPCOO ANCHORS
<br />R_ Ox.
<br />QC1
<br />POURED
<br />OU)m AwLmm L OR cmm"I",
<br />BLOW Aewm
<br />MIN, AwAmm TU
<br />Aar. -
<br />NOT 140
<br />&LAMM
<br />fig
<br />W NUT
<br />avow
<br />IL
<br />LIZ
<br />--J va w/ i"
<br />Vo- �Ams,
<br />.3 WING MIT BASWIN f- YANG HUT WASHER
<br />0 12 1/2' OZ. ISFYONO)
<br />11M
<br />0 12- RHNST�W RASHER (KYOND)
<br />3/32
<br />TAPODN ANCHORS + T-
<br />ANCHORS TAPOM molim +
<br />a 4 1A, OZ,
<br />(OrAcam AV/ ww)
<br />. .--wREC 11wj I'D "I M
<br />TOR.-TIM -am 04 REM R
<br />.M. SzOOK TOCA-BLOCK
<br />ftEoum REOUIRE0 REQUIRED REQUIRM
<br />WAU MOUNTING NUMILOON WALL MM#I= INSTAUATION WALL HOUNIINri 0 OlKnNG WMIAM
<br />ILUFSTE IMMTY PANFL
<br />Be" W-I* SCALE 3X-1- SME 3/6,-1* SCALE 3je-t-
<br />m PM 14 A go FOR Numms Tym
<br />00ACNIT ;=AUAT" HBO WW p, T14
<br />SPACWS AND UNA"
<br />wx DWAW* Am ROOM ON Tm 'Puclov %
<br />WHIMULIC FOR zb� Van, Tem *WA" ON *Awl j - FLORIDA BUILDING CIDDE (fth Volmity Ou no zons)
<br />SCHEME MCM)d ANCHOR VAVW BY
<br />VIVUlftwo SPACING mm 09 s%w AK cavom "M %0- 415 WAN WIRAL W. FP.
<br />FOR 20 ONGE O&VANIZED STEEL STORM PAWL
<br />In THE FOULAN" fACTm 1'r momw sy,
<br />apawam TO a
<br />WACK DRUMM SHUL Mw
<br />RE ms IN" MINIMUM SAN0.10 INNOWD s - GLOBAL MUCIM PROMM, LLC.
<br />CAM
<br />MR EACH ANICHOR IM ON 7HS WWAL -mv
<br />=14
<br />3'm ...... =.Tz fft 20-176
<br />. 1124 J-14-1 MJ- ii"
<br />WSMUTLON-MAII-5-FOR 0"10".7,-7FOP,7:-��-W�STO!��9--PANEL-SYS-TM
<br />[IMOR ' MI 6UMV 7RA- "M ill'1407q
<br />X" MqUfMlila IMAWON
<br />if MURMUR PAN"
<br />SO" Vr�l'
<br />wli�
<br />1. INSTALLAXIONS ARE OM.Y VAUD FOR BUILDINGS WITH AS 0. DESIGN UNADd
<br />UP 10 -72.0 PSF NO PANELS LENOIR up To V-r.
<br />2. FOR NEW WOOD FRAME CONSTRIUCTIft WOOD MEMBERS TO BE SOURINERAI
<br />FIRE NO, 2. INI SPECIFIC DENSITY OF OM 02 EDUAL.
<br />3.
<br />V/24p
<br />(M NME I OP."
<br />60 v
<br />NIXON,
<br />40 A *V
<br />w - - - -1
<br />\ /,N 4 N /"r, ZSZ'S7 K 7"S
<br />Z-OWORW-0-0
<br />sw
<br />0). CC;� 2 HAND SDOW PANEL SYSTEM CWMW OF PANEL
<br />" 71RAWS T* it BOTTOM,
<br />ONWtTVQ 70 Wrr0Nt IRA" OTHERWISE A STOP SAR
<br />12) (91SWIM6190416 T51 COF SUCrl PANELS,
<br />(3)� IF END PANEUL ARE CONNECTU fpYTw TRACK CONNii SmAuL CONSIST or
<br />I/A'0-20*3/* NILS. Us'- 412 VM4 HUT OR lZAVIA'I " TOJUSSM"
<br />MOR FIARGIM OF END PAWL
<br />(4). IN CAM XTENO RAMS ARE NOT CONMEECTED TO SCITTOM A 5W BAR
<br />Is Ly USED AT TC;a Al LEM TM KPOWLS SHAUL BE CON allRPM TRWK
<br />LONG SP= VID" ON NOTE (3) ASIMIL IN SUCH CAU, CONNECTION OF PANELS
<br />TO BOTTOM TRACK VAN OCCUR AT AM FV114EL UDCATM,
<br />Cr
<br />SEE SECTION 1. W & 4' ON SHEET 24, SEF ANCHM SCHEDULE ON SHEET 2S� -ilthl
<br />MICAL QQWQH FQJZ 118JES I
<br />E-z
<br />SCALE sor - I'
<br />t..
<br />jiAlm
<br />, W-M)
<br />I , r""MM-111C I
<br />t/4- M- dO No V4- K- GAP-11
<br />(�� SECTON 13--
<br />NOTES: Smw-V
<br />(1). DEFINITION a SEBIPS JOQQ: t - Z HAND STORM PANEL SYSTEM CONSISTING- OF PANEL +
<br />(r" TRACIRS AT FOR, S�l tonc
<br />AT BOTTO. W/ PAN&2;2�LwATI: PLUS OR i
<br />§"�L Af�q- -Sk 0OHNECI EX10910 - WAU. BY UEMS Of
<br />- VTO -
<br />=%OR 14V
<br />(%N3
<br />If U. NOMIMbRIE'llf Oft TAPJ`M'Q)(bdPI AS
<br />ON 0g,
<br />(3), FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IS- LONG At
<br />$HALL BE PROVIDED AT TOP
<br />(4). FOR SOME INTERICIR PANELS ARE OMEMY
<br />_" M FANW, AND
<br />INSTALLA110N DETAIL5 EQR OPTION 42 EOR LIFE SAEM STORM EMEL SYSTEM
<br />INTO EXISTING RURED CONCRU-E OR CONCRETE BLOCK STRUCTURES
<br />__Y4*�TAPCON ANCHORS TAPOON ANCHM
<br />OA
<br />POURED,
<br />OR C�ONKCRfti 7 ""MU"
<br />ItEDI'm F-C 1�4' REQUIRED
<br />E.O.0
<br />. . . . . . . . . . . . .
<br />Omt.
<br />-0
<br />ME
<br />WORno
<br />a-
<br />rs
<br />LOA ECA
<br />411", Z`N.
<br />V32* wm SHRN
<br />-- ---- RED CONCRETE
<br />-VCONCKTE
<br />BLOCK INLOCK
<br />REOUIRED RVOU"km
<br />WALL M011M IN;PILATM WALL MOWING I Qm
<br />K 0
<br />IMM" 2 UUM&NEI.
<br />$WE 3/8*-1"
<br />AND"* Ift
<br />A
<br />RE BMW $%gn�
<br />FR&W RAM41L No, **m 3 3
<br />No" ANCHM V%QNCS No MINIMUM 3 3 NOL FLORIDA BUILD1140 CODE (Hlgh� Volactly Hu a zonefl
<br />am onvm ARE WICATIZ, 09 INS;
<br />SCHOOL" fm W. LESS THAN INDIOVED, ON
<br />SCHEINJU: RIMUCE ANCIM 3 wml,TL%m INC, 20 GAGE GALVANIZED STEEL STORM PANEL f-F
<br />MLLTIPLYW WINCON; SHAMIR 00 SCHEDULE Amm Lim Win nimen; ORV" FTATE z Dow By,
<br />BY THE FOULINIVIC FACTORL FOR THS GLOBAL PROTECTM
<br />OPOW" 70 BE PUSSIBUL MOUCED I.- , $A- - OR PROMTS,
<br />:E
<br />=0in,
<br />sn`4000 Owww UW4 FACM& SHALL HOT
<br />LOU z C
<br />K LESS THIN MINIMUM SPACNIC IWOOVED :16il 1%re3ff
<br />I" PAM AMCIMT)W ON TOM 9090VUE -1
<br />sim"Ok
<br />3 Icr A'=-'QXrVm mom obom-ymli, mw 0"Awom
<br />PC $11014VOMRE/WE =; pm �-1 wowle; sw
<br />wwA k lug
<br />, , i�', SHUT It or *9
<br />7
<br />GENERAL WES- VALID IE-2 H" =Mi MLj4MU
<br />1� E-Z HAND STORM PAWL SHD" ON THIS PRODUCT EVA4LIATION DOCUMENT IPFO.) HAS BEEN VERIFIED FOR COMPLIANCE IN at) MINIMUM EMINEDWAIT OF TAPCOM ANCHORS AND PANIELMAn FEMALE 10 & PAREIL"It PLUS INTO CORCRM
<br />ACCOROOKI WITH THE 2020 PUT EDITION) OF THE nxIMCN 13UILDING CODE. SILOCK SHALL BE 1 1/4`�
<br />DESIGN WHO LOAD$ SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOW MENTIONED CODE, R2) MINIMUM EMBEDMENT Or 1/4-0 X 7/0' CAUC-01 WA40FS VOLL BE 5 7/r KYO CONCRETE.
<br />FOR A BY 50"C"O" INWRE TH MERS UBE 1AILLIE0 A� NO EMBEDMENT INTO ANY nNISH MATERIAL SMALL BE PERMITTED.
<br />IM
<br />,=RED
<br />)4�� D THE Nof
<br />FOR A Kd-OASIvallm 7-16 AND 1/4' 0-20 SS WMALK SOLIS USED $HALL BE UONO 90414(SHOULD ANY FINSIN 44TVW EXIST) To
<br />DESIGN PRESSURE RATINGR INDICATED ON SHEETS 1$* 215. ENGAGE 3/4' INTO ANCHORS.
<br />N ORDER TO VMFY THE ABOVE CONDITION, VUHMAIE DMG14 WIND LWJr. DETOWED PER ASCE 7-15
<br />TO MULTIPLYING THEM BY 0,9 IN ORDER To &3) IN WE THAT PRECAST WONE� OR PRECAST CONGRfIEPANELS BE FOUND ON THE EXISTING WAU,
<br />S84L BE FIRST REDUCED t&D
<br />6)0=V,�AY
<br />10 COMPARE *I'M W/ MAk t RATINCS IND"10 ON SHEETS 26 & 26. ANCHOR$ SlIALL BE LONS, ENOUOH TO REACH THE VAIM STRUCTIJIME BEHIND SUCH
<br />SHA-L BE AS MENTIONED IN 9.1) AND IN 0.2).
<br />IN ORDER TO VEMFY -DVIT COMPONENTS AND ANCHORIS ON IRS P.ED. AS TIMM WERE NOT OVER STRMED, A 33X 114CREASE
<br />IN AULOINAKE SIMMS FOR RIND LOADS WAS NOT USED IHI THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS aElEH
<br />DETERMINED IN ACCORDINCE WITH 201& (C) ANCHORS SHALL BE INSIA10 FOLLOWING ALL OF THE RECOMMENDOMONS AND SPECIFICATIONS OF THE ANCHOPS
<br />STOW PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BMt VERIFIED IN ACCORDANCE MTH SECTION 1626 OF WANUFACTIL10t
<br />THE ABOK MENTIONED CODE AS PER FENESTRATION TESTINO LABMTORY. INC, POW 1 2032, AS PRWOOOLS'1AS-2al, It IT SMALL RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRLICTURE Vim SNUrTm
<br />ADYETTHE
<br />TAS-202 AND IAS-203- IS TO BE XHED To 04WK PROPER ANCIORACE, THIS SHUTTER $HALL ONLY it ATUICHEU TO CONCRETE, a=
<br />Z THIS SYSTEM WS SEEN DESIGNED, TO BE. INSTALLED ON, THE OUTSIDE OF THE WOUNG ACCMUNIO; IHE Opetwo FROM THE
<br />199DE -THE USE, Or A LADDER OR LIFT IRM APPLICATION IS VAW *KV MSTAUATTON IS INTENDED TO BE PERFORMED 42, THE INSrALLATION COMPACTOR ALL SNUITIO COMPONENT CODES WHOH REMAIN IN OONTWuqUS
<br />JZ/Ol
<br />FROM t Nsw Or STRUCTURE, CONTACT WITH THE BUILDING N INITJRU"� VAUU( ANID BE& SHUY VWXS ALL AROUND FULL
<br />3. SERIES 1000 OW&LATION IS APPLICABLE 70 SPIC-14 AND DOUBLE 14UNP STYLE WINDOWS WHFN INSTAUATION 15 REQUIRED FO BE LONOft
<br />PERFORMED FROM THE INSIDE Or SIRUMW. 11, SIM PANEL INSTALLATION SHOLL OMPLY WITH SPECS wirATED IN THIS DR4"4 mus ANY swuw AND zomma
<br />4. SERIES; 2000 INSTAUA1100 6 APPLICABLE TO SINKII, AND DOUBLE Hugo AND I-IOMIZONTAL SLIDERS SME *Nam WHEN REGULATIONS PROVIDED BY THE "SOICtION WHERE PERMIT IS APPLIED TO.
<br />INSTALLATION IS MEIDUHMED TO BE PERFORM FROM THE INSIDE OF STRUCTURE it AM" WINDOWS AND COORS, M E - Z HAND STORM PP24EL SYSTEM- IS FWENF PENMft
<br />5. ALL ALUMINUM WRIMONS TO BE W63-16 ALLOY AND TEMPER, (UNLESIS OTHERAMME NOTED) L, (a) THIS PRODUCT EMULATION DOCUMENT (P.F-D,) PREPARED Of I" ENGINEER IS CENEMC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PRUCT, J.N, VAM JK SITE CONDITIONS DESMIt FROM JHE p-U.
<br />ALL ALUMINUM *fW MAL USED AT CLOSURES SHAU WE 31 OS-"l 4 ALLOt,
<br />tbl CONTRACTOR TO BE RESPONSIBLE FOR THE StUrION. PURCHASE: AND 10SIALLATION INCLUDING LIFE SAM" OF
<br />7. ALL STED. SHEET METAL PANETS SHALL HOt STRUCTURAL DUALITY SrEEL� ASTM A-453 OWE 50 Min., wVANm STEEL THIS PRODUCT BASED ON 1"S RLD� PRWM HL�SNM Dots Nor DEvyATE FwM THE CONDITIONS DETAILED ON
<br />01MIGIONPON Wlr�- �" N41 (AFTER ROULED1. THIS DOCUMENT. CONSTAII SAFETY AT SITE kS'W CONTRACri RESPONMUM
<br />0, ALL SCREINS TO K STAINLESS STEEL 304 DR 314 AISI SERIM OR CORROSION MESWANT COATED CARBON SIM AS PER DIN THIS PRODUCT EVAUATIONN DOCUMENT VALL BE CONSIDERED INVALID if MOUREC,
<br />30318 W/ SO k4i YIELD STRENGTH AND 20 W, TENSILE STRE4GTH & SHAUL COMPLY W/ FLOMDA OUILDIND CODE SECTION 24112.14
<br />lo� SITE SPECIF)C PROAM SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT VIHMN mul,
<br />9. BOLTS TO BE ASM A-307 CALVANtZED STEEL OR AM 304 SENIES STAINLESS STEEL WITH 36 kill MINIMUM YnD STRENGTH. BECOME THE ENGINEER OF REXORD (E.O.R.) FOR THE PROW AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE PX. D. DIGINEEIR OF MECORD� ACTING AS A DELEGATED ENGINEER TO IRE RLD. ENGINEER, SHALL
<br />10. ANCHORS TO WALL SWIL BE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RVAIDV�
<br />M. (a) THIS PEM, SHAU BEAR THE DATE AND ORIGINAL, SrAL AND MONATILIME OF THE PROFESSIONAL ENCINEFA or
<br />V4:0 TAPCON ANCHO" AS MANUFACTURED BY I.TIN, BUILDEX. NC� (MIN. f-3102 P.Li.) RECORD THAT PMj'ARM fr.
<br />1/� 0 K ij* U-AA-IN ANCHM. AS MANUFACTURED BY DMALT INC- fulhl� f0mAODO p,xQ
<br />014- 10 PAROLMAYE FEMALE 10 & PANELWE PULIS ANCHOPS. AS IV ELCO em"m-noN wonpurs. STOMM PA4Vt MMUFACWRaft LAM $HALL BE LOPATED ON A READILY VISJKr LOCATION M STOMM PANEL IN
<br />AC40MMM " SECTION 1709.9,3 OF FICROA BUILDING 00015� ME LAM SKALL DC PLACED FOR VOERY OPENINC,
<br />W-41= P-0 LAREUNG TO COMPLY WITH SECTION 1709S.2 OF THE FI BUILDINO CODE.
<br />&I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONICAM SHAU BE 1 3/4' AND 2- FOR PMELMATE
<br />FEN" ID & PANEWTV OLUS.
<br />0) MINIMUM EMSEDMENT OF Il*'o X 7/8'CALK-11,11 ANCHORS SHALL BE IS 1/5- INTO COWAM, NO EMBEDMENT INTO
<br />ANY FINISH MATERAL $14AU. BE PVWCED-
<br />1/4!' 0-20 SS SMVAIL9 BOLTS USED SHALL. BE LONO FMOUO*SHOVUD ANY FINISH MATERIAL ExIS11, TO ENWE 3/e NUNN
<br />INTO ANCHORS.
<br />&3) IN CASE THAT PRECAST STONF- PRECAST` CONCRETE PANELS, OR PAVERS BE rOUND ON THE EXISTING WALL OR
<br />FLOM ANOH= SWL BE LOW MUCH TO REACH THE MAN STRUCTURE MIND SUCH PANELS. ANCHORAGE WILL
<br />SEAS WNhWO IN AA) AND tN XXI,
<br />NO, 44167
<br />TAKON ANCHORS AS M"FACTURM BY Oj* BUILDEX INC� s --i FLORIDA BUILDING C2D�E (HIgh Velcally Hurricane 2ons)
<br />;/4",.* IN X 1/8' CALK -IN ANCHOR% AS MANUFACTURED BY DEINALT INC. (rn-ISW pxl.) f am wm. m fy.
<br />14-10 PANEVIVITE FEMALE 0 M40 PANE1VATf PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCIION 20 GAGE GALVANIZED STEEL STORW PANEL am"
<br />PRODUCTS (I'm-2071 p.:..) `p1w
<br />f GWBAL PROTEMOK Mom U.C.
<br />IL ECOiNg
<br />I�
<br />ZL-3BHHN M- Na"Ooloo,"g, 20-176
<br />19
<br />ONICRIX Mom
<br />INSIAUATION
<br />IVAM FOR SERIES
<br />EANEL INTO POURED.
<br />pa-w
<br />200 AND 1000 E-Z
<br />CONCRETE OR CONCRErE
<br />HMG STORM
<br />RWCK
<br />"a $Pon= OR
<br />0% ma.
<br />SIONVINUM, Arri`
<br />ME
<br />14 e�
<br />7�1
<br />5
<br />4 zw,
<br />NO wjr 7
<br />5
<br />rmfl4p
<br />5
<br />ln",
<br />R
<br />Six
<br />4,
<br />Sm SCI*Dm
<br />SE SCH
<br />ON 214313 25
<br />4/4 UK
<br />m MASS.
<br />To Cum.
<br />TO
<br />014C,"
<br />OARY 04"
<br />if
<br />poulm
<br />CONDOM
<br />-07
<br />6 c'm
<br />d
<br />amsm
<br />a -
<br />EMS
<br />Nam I Ra"
<br />m*w3w
<br />WALL AND WIM IMIMING an
<br />ON sw 20
<br />6 a
<br />W ..
<br />I V
<br />11111Lb
<br />SCALE 318.1-
<br />S,
<br />4
<br />wm"M
<br />SM S-W!VICKINAIS RBXMMMn FDA
<br />ka OF Ir - Owl U!"J"
<br />low In
<br />BA
<br />YIN ON SAW 3m
<br />0
<br />a WITUM MOURTINCIS CAN K
<br />(w wr ANY To
<br />44t 7
<br />FLORIDA BUILDING
<br />CODE fth Ysl!!U Hurricane Zone)
<br />1 [
<br />SIAT
<br />I
<br />a INK120 Tmm W.
<br />STATE OF OF 20 UGE GALVANaD STEEL STORM PANEL *NON
<br />F
<br />2= 1
<br />SCAM. 11r - 1*
<br />vzw
<br />9
<br />IILIECO.111117 GLOBAL
<br />P110MCM PRODUM, U.C.
<br />4=V. 31 1011107
<br />H~ F4, =I-
<br />4-mbr& 'Mw"0'044' malt, (W)M-7&4k m 024)6011-"?
<br />DRUNK
<br />(Wit
<br />C-
<br />U)
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<br />U)
<br />SHEET NO.
<br />SH 1.2
<br />
|