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<br />*Ezl/is,
<br />EZIW/18 ANCHORS;
<br />SECTION CZ1 *04,1007W MW ON SHEET
<br />-!31 MTIY�,
<br />EME
<br />NoTE 21 I)NOM 2)
<br />_4 iASt PANFLQ TO BE lN$TALLED AT EACH OPENING SHALL ALWAYS Ut
<br />PPIW�DFDETW4 REAR HA14OLC TO FAC4LITATE INSTALLATION IF INTENDED
<br />TO 11 LED mom INSOE OF' STARUCtURE,
<br />1 71-
<br />J_ LL
<br />s6p
<br />rMa S'OAV PANEL SYSTEM
<br />00 PAKLI-1 (IN-TERIDIR PATYEQ frWrRiOR PANEL) (FN0 I, TRACKS TOP At WTOM-
<br />SEE NOLTE-% 2. 4 1 5--, NOTES 2, 3� 4 1 �2) END PANELS SWLL ALATS18ELCONNEC "_ TO 1307iou imy
<br />RAR IP
<br />OrHERWIF,1- A SW L at 4�1?DVTVEO Alf TOP OF SUCH
<br />LENMH PANV-�4
<br />Ni
<br />w tmj PANELS ARE COINNECTE-D TO gar�014 TRACK, CONNECTION
<br />if PE STIXLL� IZ04S�ST 47 If4'0-20.31V *S. W/ T/V#0/�7' WflYG_
<br />SOL76 PANELS W/ i/*02011� 1 NUT OR )AT,, 'D4UMDSCRFW INTO TAPPED BOnOlv
<br />i�s BUTS W/o 0 Ok OVRL*P 11 LOCATO N OF FASTICKRIS MAY BE AT EITHER OF TWO
<br />-LANCE9
<br />I (SEE 'EclHans As APPLICARIE) 1TP,0&,-R FLAT (IF END RIWE4,
<br />J_ 1, 1 1, A, JJ
<br />-_ _o _�j
<br />'L _1_1
<br />IN CASE I AT fN0 PANE ART NOT CONNECTfID TO UOTTOW
<br />i A
<br />'I _1 T TRACK STOP BAR IS ONILY tiSED AT 1`0�) AT LICAST TWO
<br />F"' F PARaS SHALL BE CONNECTED TO 90TTOM TRA" QS= SP�C$
<br />141T FI-TT, 4 _T it
<br />14— �_.f — H-1 +44,44 OCAXID ON NFITE I' Or SUCH CCASE, CONNECTION OF
<br />%=W,
<br />PANFLr, 'I'D ROT" OCCIR A*,' ANY VIANEL LWATION.
<br />---------- -------
<br />A A
<br />mI, ,stz :?Nlv�VAUID FOR WIND
<br />-T-40 Xyr I LIZ
<br />CSEE $EVION EZI , III ALTEPUKIT4 E21W ON SKrT UO'- —1—
<br />*EZIW/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E—Z HANG STORM PANEL ji) SYSTEM (f)
<br />SCALE, 3/,W-1
<br />Zftr(w "low No,
<br />77 77
<br />7
<br />GAP
<br />SECTION A —A
<br />SCALE! 3/32"="
<br />E FILORWA BUILDING CODE (Non High ViRoclIx Illy cano unefl
<br />'Po", RK, 24 WE G&VANIZED STEEL STORM PANEL
<br />hL GLOBAL PROTC131ON PRODUCT% LLC.
<br />WE 0 RW SIN. %, sirw
<br />Mip AW& L WJ"
<br />5EV99 "MR-1. vivIARP-1mr. FA01
<br />. ............. —
<br />Elm .2.3
<br />E,NGINf--E14.lNG
<br />PRODUCT E:VALUATIoN REPORT
<br />ApplicatcriNumber 17059J-R2
<br />EX Project Number 20-31543
<br />Product Mortufacturer All American Shutt" and Glass
<br />MariqlacturerAdilresa-, 1W Donna Road
<br />VVes! Prion Beach. Fl. 33409
<br />Product Name& Description: 24gaGaitninlizedShrisiStonnPoneir
<br />Large Missile Impact Rosletand
<br />sc"e of Evatuatfon �-
<br />THE Product Evoluation Report is being isruad in oocalviance with the triquiremone; of the Florida
<br />Department of Business and Professional Regulation �Ffrodo Buillsing Commistairro) Role, Chapter
<br />6IG201005' FA'C., for statewide acceptance per Method 1(di� The product noted above has been
<br />tested andfor evaluated as summarized herein to show comirfiance WO the Florida Building Code
<br />Seventh Edition (2020) and is, for the purpose Intended, at least equivalent to thatrequired by the Code
<br />Re-ovaloolic" of this, Product rhall be required following peftent Florida Building Code modifications or
<br />Substantiating Data:
<br />. PRQQUg_TZVALU3j0N DOCUMMS
<br />EX drawing #20-31W tifled'24ga GaillivarflZed Steel Storm Panels (HVHZ & NW44Mz)% sheets 1-5,
<br />proparedby Engineering Express, signed &saaled by Frank Bermarda. PE, Is an Integral part ofthis
<br />Evaluation Raport�
<br />. =REPORTS
<br />Uniform static structural performance has been tested in accordance won TAB 202 test standards pot test
<br />repoofs) INET-ASIS-117-001 by Slaolovater Testing,. Inc.
<br />Large missile impact resistance and cyclic loading perfurnionce has been tested lit accordance, with TAS
<br />201 and TAS, 203 hoststaindards pet test loportle) OBT-ASG-17-001 by SfaciTivalar TrEsting, fric.
<br />- §M=RALlENGIWMNGCALCJULAT10NS
<br />Structural ongintuRing calculations have been propated which evaluate the product based on
<br />comparative andlarfational analysis to quality ft following design miteft
<br />1, Maxinormir Allowable Spoor,
<br />2. Minimum Allowable Spoor
<br />3 Winium Glass Seltaration
<br />A. ArithinSpacing
<br />1650 SW 1:�` AV�EIIJS SUITE 106, DEERFIELD BEACH, FLOPItUA 33442
<br />(954) 354-0660 1 (066) 396-9999
<br />TtAft@ENrIN1EPJNGE,"RESS,COM
<br />ENGiNEeRtNcEKPrEss,coi4
<br />ENC,tNEERING
<br />Page 2 (it.
<br />All American ShIl asid OWN - 214gas. Uvanized Swid Stom Pancis
<br />No331A increase in allowable stress has been tisedinthedealm ofthisproduct.
<br />Separagoo from glazing is not required forinstallatons outsidd to wind 4one 4 and essential facilities.
<br />Impact Resistance.
<br />Large Impact Resistance has been demonstrated as evidenced lit previously fided lost Tepidd(s). ago Is
<br />oaccurtled for in the engineering design ofthis product.
<br />Wind Load Resistance
<br />This product has been designed to resilitiNind toriclis as indicated in the span schoidulil on the
<br />respective Product evaluation Document (IIEEangirleadng diawinitr,
<br />117staftwon
<br />Title product shall be Installed in strict compiance WAIT As trispeCIRE, Product Evaluation Document ti a,
<br />aronessing dtowhiR). along with all components noted theregn.
<br />Product comporil shall be of the material specified In that product)s respective product Evaluation
<br />Document (i.e. angpoeating drowng).
<br />Limhations & Con(Ndons of Use.
<br />Use ottins product shag be in sW accordance with the respactive Product Evaluation Document (LIP,
<br />ongliulefing drawing) as noted herein,
<br />All supporting host structures shall be daa$goed;o Telask all superimposed loadsand shall be ofs material
<br />hied to this prodil respective anchor schedule, Host strucloge conditions which are inaliaccouritod for
<br />in ft product's respective anchor schedule El be,designed for on a site -specific basis by a registered
<br />protessional 04191,000t.
<br />Ail components whkK are permanently Irstal[ed shall be protected against corrosion. contamination. and
<br />other such damage at oil times,
<br />Tift product has been, designed rot use within and oubods the High Velocity Hurricane Zone (HVHZ).
<br />e'
<br />A
<br />� It 0-
<br />Frank Beartardo. PE
<br />ENaiNEERjNr. ExPnEss*
<br />4JIF0046544) I Cert. Auffi, 9985
<br />160 SW T211 AviENmE SUITE 106, D�ERFItLti EVACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />1-1 V,51=5,7,
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<br />!NgALLAIION DETAILS EQR-UM-2000
<br />INTO POURED CONCRETE, WAQffj"L0CK
<br />E-Z HANG 9,QRM_EARE "I
<br />AND WOOD STRUCTURES
<br />T �71
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<br />FLOF"DA, BUILDING CODE (Non mfgh Velocity our
<br />;Corrs It
<br />MJN� PANEL LENGTIrl
<br />1. IN$TALWION ARE ONLY VALID FOR NW, A.U, DESIGN BE 21-C
<br />PRESSURE RATING +/- 40.0 0,81� AND W-O' WAX,
<br />PANEL LENGTH�
<br />1 .1
<br />T
<br />9 Z Y=4 %om M�
<br />0,44 24 GAM MOWED STEEL STORM PANEL
<br />$IkTE 0 Ilt, GLOBAL "010 N PRMCTSI LLC..
<br />rt 0 rw)
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<br />GAP", "I
<br />Z FOR NEW WOW FRAmE CONSTPuCTION: WDOO
<br />MEMBERS TO BE SOUTHERN PINE No 2, Wj SPECIFIC
<br />X�L.V�_t' R, MW�
<br />10-175
<br />DENSITY OF 0,55 OR EQUAL�
<br />OHNot r,-,
<br />1%, U11 A U.1 1.1-111", N
<br />PRINT UP or in
<br />ALL AMERICAN SHuTrERS AND GLASS
<br />249a GALVANT2E0 STEEL STORM PANEL,5 (�VHZ 8, N,ON-HVH,,)
<br />MA)aMUMALLOWABLE
<br />'c`
<br />bC-STGN PRE' $UltES:
<br />,s t
<br />AS NOtIED IN bESIGN
<br />SCHWULES
<br />DESIGN NOT5S'
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<br />LVYIWAiLT 211
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<br />,�,�PARATIQN SCHEDULE:
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<br />URGE PANELS
<br />THUM", WIND E., - 1., 1.0.,
<br />__-_ F 7_�
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<br />MINIMUM OLLLOWAIKE SSPAPATION FROM THt- OPENING TO BE PROOCTED.
<br />;l, SCHEOULETS REQUIRED 1`09 USE WDEI POSITIVE LOOS Ofty� 4WITIMM"T
<br />INTERPOLATON ILETWEEN WADS IS AIXEPT.46LB� OTRETONISE USE NW HIGHER (rho 111`* 0
<br />LOAD,
<br />I FOR INSTAIAXoQNS, OUTSIZTEOP THE HVHZANO OUT$IMOF, ESSENTIAL
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