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<br />T AL ELEVATION F R SERIES ZI300 E-Z HANG STORM PANEL ° '" SYSTEM
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<br />ENGINEERING EXFNREE38(&
<br />PRODUCT EVALUATION REPORT
<br />September 15. 2020
<br />Appecaboo Nuriaxir:
<br />t.ja69,.,4 - R2
<br />( X Protect Narri
<br />20-31543
<br />Product. Manufacturer
<br />All American Stiorners and Glass
<br />Manutactcrw Andress-
<br />i 540 Donna Road
<br />(Nest Patin Beach. F L 33409
<br />Product Name 8 Desorardtion; 2a€#a Gatininve d Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation,
<br />i a with the requirements at e F o '''da Th1s. Product Eval€mtios Rrsplxi is being issued n accordanceagll Is RIT tail
<br />Depadnlent of SIwmBNs and Proressioral Regulation (Florida BuridIng Comirrossion) Rules Chapter
<br />61G20-3. ' F A C., Tor statewi acceptance per Method 1(d) The product noted above has been
<br />tested aIRI$o evaluated as sumnelrtzed herBln to show compliance with the Florida BD rig Code
<br />Seventh Edition (2020) and Is. for Bra purpose irrianded at least equrvalord to that required by the Code-
<br />Re-evakration of thm product shall be required following pertinent Florida Suriding Code TeLactations or
<br />Substantiating Data:
<br />VAL MN DI
<br />DI
<br />.� 4uL I
<br />EX drawing P2431543 filled '24 a Galvanized Steel Storm Pamle t
<br />HVHZ & NarrtIViZ ,sheets 1-5,
<br />F 1 n' d a part of this
<br />prepared ex Er}irire8'rkrg F.r�assl signed b BeakJd by rank BeetrraMo. P E, s a Ir � al pa
<br />Evaluation Report_
<br />TE37 RE -PORTS
<br />Uniform static structural performance has been tested in accordance wdb TAS 202 lest standards per lest
<br />repol JEEIT-ASG-17-001 by Btacimaw TesL+ng. Inc,
<br />h d in accordance with TAS
<br />e rrtissale zrct ras�tarca Riot sic bath performance as been tested r a dance
<br />Large eY Impact Erg
<br />201 and TAS 203 best s'.aradards per test report Al ASII by Slackwaler Testirng. Inc:
<br />, STRUCTURAL ENdi1NEERiNG.CALCULA'FIONS
<br />Structural engineering calculations have been prepared when evaluate the product based on
<br />Comparative a,ndror rational anaysrs to quality the followng design crtteft
<br />1. Maximum Allowable Spars
<br />2, Minimum Allowable Spam
<br />3, Mmmaum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12`-.. A'vENUE SUITE 106, DEERF:Eta DEATH, FLORIDA 33442
<br />(954 354-0660 1(866) 396 9999
<br />TEA QEN:f N TER!%GEa RFSs.co:+r
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<br />F40P21jIA SUIL6 fNIS CODE INC, ILl Vffii Hurrlccne ZDrle
<br />l: L SAX GA;_V..rrl STEELDR11 PANEL
<br />GLOBAL PROTECTION PROO11CT5 LLC.
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<br />All drrecrican'shutteTs and 61a,s-'4-4a Gai=arllz,<d',;l Storm Par ill
<br />No 33% increase in alLawabie steel has been used in Ice Design Of tn4S prlxluct.
<br />Separation from glannill r not •lured for installations outside of wind zone 4 and essential facilRil3s.
<br />Impact Resistance:
<br />Large Impact Resistance has Ian demonstrated as ewds'nced In p(evrausty Tiled test repurt(s), ,and is
<br />accounted for In the engmeenng design of this product
<br />Wind Load Resistance
<br />This product has been designed to resist wind load,-, as rnclicalad In the span sehedufets) on the
<br />respective Product Evoluaborl Doe3meN ti a engineering draLvrngl
<br />Installation
<br />This product shall be installed in stict conatiance with its respective Product Evaluation Document I E,.
<br />arerrrearnrlg drawaHi), along Anth at components noted therein.
<br />Product components shall be of the malefial specified ir, that product's respective Prci Evatuation
<br />Docurt,BrM to a arlgmewling drawn}
<br />Limitations & Conditions of Use:
<br />Use of this product shall be M Strict accordance with the respective Product Evaluation Document (i.e.
<br />engineering dravmig) as noted herein,
<br />All supporkiig host structures shall LXD designed to resist all srpMimposed loads and shall be of a material
<br />Rated in this product's respective anchor schedule H of structure condi ions which are not accounted tar
<br />in this prddal respective, anchor schedule shall be designed for on a site-speralic basis by a registered
<br />professional engaT6nr.
<br />i a canesaUn cofltarnmation and
<br />All corn neTats winch are nnanEnt r�taiacl shall Ira taclld a,inst
<br />rR Fa 1>e N! �
<br />Other sacs damage at ad timer.
<br />This ERTIFE Et has been designed for use wahln and outside the High Velocity Hurricane Zone (HVHZ),
<br />RcSpe,:tfullV.
<br />Frank RennaldLr, PE
<br />ENGINEERING EXPili
<br />-PFi)0kriS9 Cen ALI 988`
<br />160 SW 12" AIII SUITE 106DE PIELO DEACH, FLORIDA 33442
<br />i954) 354 0660 r (8fil 396 9999
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<br />INSTALLATION DETAILS F ►_t '�E_K$ 22000 ..�-Z HANG STO PANEL' 1
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<br />ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE ��' na"
<br /><Pr,,�> F,I , ,
<br />I DESIGN PRESSURES ' . �� `Iii ;liL „�,
<br />�I 24ga GALVANIZED STEEL STORM PANELS (HVHZ SE NON--HVHZ) Ir _ ~„
<br />. .. _ ;J A$ Fal IN C7ES[GN
<br />SCHE',E' ULES .'4
<br />DESIGN NOTES:
<br />POSITIVE AND NEGATIVE DESIGN FRE5SURe5 CALCELATED ,T :
<br />,'viC•Taf UNLIMF, ED FOR 115E WITH I HS SYSTEN SPLiLL BE CETERH4NED RER a,fir 6.$
<br />rPEul TO PANEL SPAN) SEPARATE EMGINERIN6 IN ACCORDANT WITY111* N1:r 09
<br />GGVERYDNi. CD@- PRII RE REtQ�I,fIFEMEMS P„5
<br />TG� MOIINT':(Cor TYP,. DETERMINED IN ACC:ORDAN CE Y11T4 A5� 7 ,AND CHAP'T ER It „z g'
<br />T AS =D. 1609 OF THE FLORIDA BUILDIr4C CODE SHALL BE LESS THAN v 1J 3
<br />P ) 5CCT ION. � OREO UAL TO THE P<FRTI'VE OR NEGATIVE DESIGN ' �'> I
<br />L PTICIIII f f SITTCH PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ,R
<br />-Ui WLTld WAS11itIl ASSWELLY AS SHOWN.
<br />'«
<br />+'r- WINGNUFS FA5TENED V ~ R
<br />YERIAPs • Mt DER- ('.ssE C1EN ERAL NOTES: 1,TM it
<br />11 APPROPRIATE SPAN TABLET
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<br />r1 i [ 7. H44 S E.IFI ItnN HAS BE DES ONE@ D SHALL BE AEP,ItiAT W ] " tl',a. Q ;F � ' t
<br />a 0 [ I ( A SEVENTH
<br />WITH THE REQUIREMENTS" OF THE UTSIC2A BU IIORNG CODE YO N1
<br />'' i t PLAN VIE1°! 5EVEN'M EDrrION 12rS1tl33 RUSE IK4r DE AND RUTS I6E OF T}rE WNi2. PER tlD d
<br />9` YM, 2< - TAS 201, 202 AND :03 TESt PROTOC'6'LS. CONTR.A�CTOR SHALL INV'EST%ATE `Al C
<br />E; `z-'`A AND CONICIRN TD ALL IOC AL BUILDING CODE ANC NO" ENT5 AH1'F,H Ir,AT
<br />4 � y-1E - APPLY. OCSIGN CR'TERLA WYONe AS STATED HEREIN MAY REQIJSRE uy
<br />'A T z /-RD.15E' ADDITIONAL SCTE4iPEC'.aTC SEALED ENGINEERING
<br />Kt ^ I I 2 NO 33-113A+ PICREASE IN ALLOWABLE STRESS R.AI BBEN U!pFD IN THE
<br />1 DESIGN OF THIS SYSTEM,
<br />i THENEER OF RECORD FOR THE PROJECT
<br />ll � � V117.___
<br />SUPERSTRUCTURE wTrM W HXH THIS DGEGN S USED SHALL RE PIESPDr4Sell
<br />FOR THE INTEGRITY of ALL SUP'PORTI"G'auRFACES Ta t'HIS DES" 00" Rr
<br />- 1 SMALL BE COOIL IHATEO BY THE PERMITTING CONTRAC'TOR,. O
<br />__. 4. SEPARATE ` rHSPCCIFIC'SEALED ell NE AI"'L" SHALL BE F U to Ih - Ill I �'l' {E w r ,11 tit Z
<br />:346ER TY3 OErTATEPROH LEADS, DEfl-ECT1dJS, 13R SPANS CfiNTAa ED QEDTT,M, MDuNT\I HEREIN. CON TACT DflS Ell GTNEER FOR, ALTERNATE SPAN CALCIILATITINE A& I}�iccwN TYPE Air 4�.,. MAY BE PK2 JLR.ED T_1!•Dt\�SY:STI RETAILEDH 5 11 I5 GENERIC ARE, Does Il li' PRQUIDE (T. -r ey ll,�R:=,:°I 1rrFOkN NTIOF"FON 4 5':'BCIFiC SIII F'aR 5LR CDN06RDH5 DIFFERANT FROM W'I,3a5" THE CONDITIONS DETAILED Hill, A LICENSED ENGINEER OR A&SET i.RED `fig" pu I
<br />MAY BE AT jr,"T9P_ _ ARTHEIECT SMALL LR WARE SITE SPEC HIC DOCUME ins fO USEin I r�11 L3
<br />S.a .rM CC UUNCTICN Wrn1 THIS DOCUr¢NT ;ZyI .a
<br />6. DESIGN PRES4ii NOTED HEREIN ARE BASED ON MA,XIMIJ M TESTED ®'^ '�
<br />1 TYPICAL VERTICAL MOUNT ELEVATION FREswRESDIVIOWBYA3.5SAFE"FACTDR- = Ir. >
<br />TEN EPS TO NE }�"(S OR GREATER SAE GRADE 5 UNLESS NOTED N g
<br />1 NY.S. ELEVATION OTHEIll PASTE:FER55MJCLLRE_ADEATISPSATEODRf]5UVILES& Z Iy yv IN
<br />FOR ALVAI1N-R ES IS ANT MATERIAL .AND SHALL COMPLY %JIM 'SPE'CIFICATIONS 4
<br />FOR AA ANY UM STRUCTUREIS" SECTION 3.3 SN THE ALUNINUH ASSOCIATION. V ~ � ..
<br />INC.. R ANY APP r.:AALF FEDERAL. STATE: ANEVOR LDCA.L OOM LJ
<br />TOP M EAJNT E ALL STORMPi SHALL BE 24 Still EFf A" P-y SMALL
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<br />AMI AA 3 STkUCT R , Is SHM1A4 CONFORM D a N 3 UAL !l'AVA"'r
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<br />A M HA T ALUMINUM
<br />3D LLALU eaVN E%TRUS3DNs6 LL BE East 6AW INU ALLAY, _ TRIrCTION' i J UNLESS NOTED D1YLk'MdSE
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<br />34`
<br />6,27'
<br />113'
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<br />ANCHOR NOTES:
<br />IANCHOR SCHEDULE APPLIES Y DA LLPROWPRODUCTS ETtF1ED HEREIN, BUT ONLY dRfNN5
<br />MAIUM IM ALLDENI ANCHOR5PAq NG. MA lMUMAL60VAt1LE3AN AND F4W1Wt5 INDIC
<br />ATED
<br />INSP.AN SCIEDULE SMRAPP AP
<br />PLY,
<br />2 FY E9rr6R ANCHOR SL3HEW LE BABE@IXa PANEL FASTENER �AC'rigG- THE EXISTING STRUCTURE
<br />MATERIAL a Ar4GFr3R TYPE SEiErr CE53GN LCXD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SMVT7KAhD 56LEii SPAN GREATE
<br />R. THAN OR EQUAL TO SHUTTER SRA74SELBCT
<br />CONNELTION TYPE BASED ON APPROPRIATE MOUNTING LYJD1TIONtGEENK@NMOUNTING CG N
<br />SHEET 3 FOR fIrENTIFICATHINt OF CONNECT
<br />ION ION TY&i'',)
<br />1. PANE:. PASTEMIEW ARE STLIYS USED IN CT L�NYIDN SON tRTTIT"t ALL MOUNTING RXTRLSIONB
<br />"F'-TRACk STUDDED ANGLE ETC.) L5 PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL "H" ^AND "U""HEADERS 1NC DTJ7. G 1 T C { l N BU LDOu ONORI,71W5),
<br />4. ANCHORS, SNAIL EIE DISTALIID IN ACCORDANCE WIrH T'
<br />hLAF44IPACTUa@rL5' RECOMMENCA [OR6.
<br />S. HOLLi BLOCK Hi STRICTURE 51-ALL CC)WORM TO:AG114 CSD BLOM
<br />S, MINIMUM EMBEDNIEM SHALL BE AS NOTED IN ANCHOR SCEfECil
<br />7.. M MMJH EMBEDMENT AND T T EDGE DISTANCE EXCLUDES STUCCY7. FORM, NLIF3K- AND OTHER 4fALi
<br />FINISHES WALL FINISHES SHALL BE LIMITED TO I(4" MAX ON SHALL ME VERIFIED BY OTHERS TO
<br />ADECyYSATELY TRANSFER L'OI TO HOST STRUCTURE
<br />a'. C,CNCROF ANO-OR:r NOTED HEREIN SHALE. BE EMBEDDED I`O UN ,CRACKED WINCRETE ONLY,
<br />9. WHERE MIETIN6 ST'Et11CTURE IS
<br />ivLx]D FRAMil EYL4TING CONDITIONS MAY VARY. FIELD
<br />VERT:Y THAT FASTENERS ARE iNTOA T w DKr A E UCL?ENAM.ING 14EMDEit_9 NOT PLYWOOD, F145itTtgrG
<br />TO PLYWOOD t5 AOC£WTABLE ONLY . 5.- L FCf 115E CLLb]JRF PIECES
<br />D WHERE ANt?RO•R5 PA_T-F
<br />N TO rdARROw FACE OF STUD Frrgr4l N s F ASTENE:F _ItA••••.Il EF E.00ATED IN
<br />u r NTER'� NO OD $, 1.1 % 4 , M ? !4EG STUD N ' EDGE DISTANCE T R IEPTABLE EGA CRFW
<br />FRAMINGI= b':CXX.' sTGI'J SEfAIL BE ":"-04.IrIERN P NE' c®o.s5 KIA vP.EATER DENS?7Y-Lois S+,TEEtti
<br />SHALL HAVE "l-0 5 PAN HEAD OR Hl HEAD
<br />-
<br />It RE VA A A D CY T P MO akE � RE UE !AL ANELrnATE FI.L-P'Ja4T5 Si:UCt-SET R Br7A55 BU.:d?M - G
<br />12. MAOidN YS SHALL HAVE 1j2MIt1UM ENi'iyGIM Of THREADS INTO THE BASE
<br />AMOI AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFEP HEAD ESIDEWAL"[ SCII u. N.0
<br />k1. NBEt1MUM EMBEDMENT AND IOf5TANCE EXCLUDES Sit OR OTHEP WALL FIN/6HE5.
<br />Y#. r DESIGNATES ANCHOR C N DITIONS WHICH ARE NUT ACCEPTABLE USES.
<br />IS DIREST MOUNTING CONDITIONS.
<br />tE r.1HEAR INnERPOLATICk 15 NOT PERMITTED, FORT USE IAVH THE ANCHOR SCIHEDLILES LISTED On
<br />TK$ SHEET,
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<br />SHEET NO.
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