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<br />EIS111311INCE:11RING EXPRESISS
<br />#*RC30UCT EVA,LUA'rlIE3f4 REPOR,T
<br />September 15, 2020
<br />Application Numbal 17860.1 - R2
<br />EA Project Num,li 20r31541
<br />Pful Manufacturer All American Shutters And Glass
<br />Manufacturer Address, 1640 Donna Road
<br />West Palm Beach, FIL 33409
<br />Product Ismi Oescophow 249aGaulanizedSteal3formPartels
<br />Large Mll Impact Resistant
<br />Scope of Evaluatiam
<br />This product Evaluation Report is full issued in aneardannererth the requirements Of the Florida
<br />Docurnment of Business and Professional Regulation (I"Imida, lOuRdingi Commirsisrom Rule Chapter
<br />6IG20'3,005, F,A�C_ fur statewide acrelptani per Method lidi The product noted above has been
<br />tested andl Evaluated as -summarized hereto to show compliance with Me Florida Buffifing Code
<br />S.Verri Effificar ii and is, for the purpose Intended, at least aquatallem to that nacruhred by the Code
<br />Fre-evoltrall of this product shall be requAred following partial Florida Building Code modifications or
<br />revisions,
<br />Substantiating Data:
<br />. P29DUCTEVAMMINDOCUl
<br />EX drawing#20-315431iftled'24gs Galvarnzoi Steel Storm Pariels, (HVHZ Ill NUXI-HVHZ)'� sbeals 1-5,
<br />prepared by Elingurehiring Express. Signed &,reated by FlankEennarl P,E, is an integral part Audits
<br />EvaWadont Report.
<br />. TEST REPORTS
<br />Uniform static; Structural performance has been tested in accordance with TAB 202 teal standards pat test
<br />reportisif *BT,ASG-1 7-001 by ElGanavattr Testing, Inc.
<br />Large missile impact resistance and cyclic loading peribrintance be,,; been tested to accordance with TAS
<br />201 and TAS 203 test standards pet lest repontst #ST-A$G-17-001 by Effackal Testing, Inc.
<br />. §TRU-C,Tt!RALENCIN90NOCALCULAT_IgNp
<br />Storatntal engineering calculations have been prepared which evaluate the product based on
<br />comparative andil rational analyst& to quafify the followng design critena,
<br />1, Maximum Allowslare Spans
<br />2 Mimmum Allowable Spam
<br />3. Minimum Glass Separation
<br />4 Anchor Spacing
<br />IGO SW 12"' A,,lEI SUITE 106, DEERFIELD BEACH, FlooioA 3'3442
<br />(954) 354-0660 1 f666) 396-9999
<br />TEAM4ENGINEERINrkYPFl
<br />EhGINErAlINGExPfleil
<br />ENGINEERING
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<br />All American Shui and I - 24ga Gakanized Steel Storm Panels
<br />No 33% increase in allowable stories has been Used in the design Bi product,
<br />Separation from glazirg isnot required (at installations outside otwil zone 4 and esserull facilities.
<br />Impact Resistance.
<br />Large Impact Resistance has been demonshaped as evidenced in previously listed test repori and is
<br />accounted for in the engineering design or this product,
<br />Wind Load Resistance
<br />This product has been designed to rosart Mind loads as indicated Am the Spain seboduletsi on the
<br />losperallive Product Eyeful Document (1,a engineering drawing),
<br />Installatfign
<br />Thai product Shelf be Installed in strict compliance with Its respective Product Evaluation Document Its,
<br />"ReQuing thavi,ii along with all components noted therem.
<br />Product components shag be of the material specified in that produars respective Product Evaluation,
<br />Document ([@� engliturering drawing).
<br />Limitations & CondItions of Use.
<br />USE of this product shall be in stritt accordant" What the respective Prod ul Evalrefion Document fro
<br />Ithroineering drawing) as noted herein
<br />NI Supporting "at structures shag be assigned to ressit all superimposed loads and shall he of a matranS I
<br />Isted fin This produers respective anchor schedule, Host structure conditions; which are not sectcumad for
<br />I. thil. product's respeative anchor Schedule shall be designed for on a srat�speolfic barl by a registered
<br />professional einglineer,
<br />All oompsmerm which are permanently installed shall be proteated agatrat corrosion, contamination, and
<br />other such damage at shirmes;
<br />This product has been designed (or rise within and oulaide, the High Velocity Hurricane Zone (HVHZ)
<br />o"peal
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<br />ENGINEERING ExPREse
<br />h1+004654t) I Ill Atith 9885
<br />260 SW 12111 AVENUE SUITE 106� DEERFIELD BEACH, FLCRIQA 33442
<br />(954) 354-0660 1 (Sti 396-9999
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<br />SEPARATION SCHEDULE'
<br />24 GAUGE PANELS
<br />--------- ___
<br />MINIMUM 510ii PANOL SEPARLATION fROM GLASS
<br />VWHZ, WIND ZONE 4 & EA�Oil FROHIE,A)
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<br />I MAXIll
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<br />1, ENTER SPAN SCHEDl WITH NEGATIVE
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<br />POIETTIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LEADS,
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<br />CONJUNCTION WITH A" MOUNTING EXTRUSIONS
<br />I-P-TRAI STUDDED Al Crca USE 6-2s-
<br />04. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL *H'- AND *U'-HEAOERS ONC14LOING BUILD OUT
<br />CONDITIONS)
<br />3L LINEAR UNTERPOLNIDON BETWEEN ILOADS IS
<br />USe NEXT HIGHEa LOAD.
<br />-
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<br />� I 1, ENTER SPAM SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
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<br />I 2. SCHEDULE I', REQUIRED FOR USE WITH POSITIVE LOADS ORI
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<br />- 3, FOR INSTALLATIONS OUTSIDE OF THE HVKZ AND OUTSIDE Of MSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS $ERAIII
<br />SCHEDULE 15 NOT MEQJ,IfRSD AND NO MINIMUM SEPARATION FROM THE
<br />N07ECTED OPEIII IS Af&VIRI
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<br />SEPARATE UNISIME'Ll 6 11 CCO I ril WITH THE
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<br />�11mr-FUNARIM
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<br />VISIT ECALC.10 31 WE.;;;,:
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<br />ALLOWABLE PANEL SPAN & GLASS
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<br />--------- ___
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<br />I MAXIll
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<br />CONJUNCTION WITH A" MOUNTING EXTRUSIONS
<br />I-P-TRAI STUDDED Al Crca USE 6-2s-
<br />04. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL *H'- AND *U'-HEAOERS ONC14LOING BUILD OUT
<br />CONDITIONS)
<br />3L LINEAR UNTERPOLNIDON BETWEEN ILOADS IS
<br />USe NEXT HIGHEa LOAD.
<br />-
<br />t
<br />� I 1, ENTER SPAM SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
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<br />I
<br />I 2. SCHEDULE I', REQUIRED FOR USE WITH POSITIVE LOADS ORI
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<br />aESIGN NOTES�. I 5CHEQULTz5 j
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<br />SEPARATE UNISIME'Ll 6 11 CCO I ril WITH THE
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<br />Flal;�R,11,11HID&A COI.IDAMCI K%E�141,1111"HA']�%
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<br />ANCHOR NOTES:
<br />1, ,ANCHOR SCHEDULE APPLIES TOALLPIRCIOU,
<br />7TF CERTIFIED HEREIN, 13LIT ONLY PROVIDED
<br />MAXIMUMALLANVOSLE ANCHOR SPACING, KAXI MUM ALLOWABLE SPAN' AND PRSE5U I INDICATED
<br />1 N SPAN SGflE,DULE SHALL APP�y r
<br />2 ENTER ANCHOR SCHEDULE BASED ON PANEL FA57ENER SPACING "THEEXESTING51FRUCTURE
<br />MATERIAL_lEANCHORTYPE SELECT DESIGN LOAD GREATERT HA14 OR FQUAL70 NEGATIVE 11
<br />1_04160N SHU-1-TEPAND SELECTSPAN GREATER THAN OR EqUAI_TCl5HJTtERSPANrSELiE'T
<br />CONNIECTIONTYPE BASED ON APPROPWIF MOUNTING CONDITION (SEE MOUNTING DOT&ILSON
<br />'PA I I ".. 5 ]Is F Al CT 1 71 , 7R 5
<br />P�r I Cil ANGLE, ETC I USE 6,23 'Zi PANEL PASTE: NER SPACING 7ARI-E VALUE-5 FOR
<br />ALL 'N'-.ArJO'U'-HEADEFl (INCLUDING BUILDOUT CONDITIORES)
<br />- URERSS'RECOMMENDAT"DENNS.
<br />4, ANCH6RSSH4LLSErNsrAL_ELJIN AOCORDA,NCE W(TH,MANUFAIT
<br />5� HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM To AS MOU LOCIA,
<br />.9c, is
<br />6 MINIMUM so 04 S LILISEASMOTEDIN4NCHtIM LE�
<br />MINIMUM EMBEDIA T HA
<br />FOMENT AND EDGE OIOTA 14CE EKCLU DES STUCCO, FOAM, BRJCK, AND aTH WALL
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<br />'WHERE E�IST1rqGSTRLJt_'TUREISVV0OO FRANLArr,fy I ISTING CON . TION MAY 1,
<br />VER:IfYTHATFASISNECIS ARE INTO AQE_QQATE WOOD FRAMING MEMBERS, NOTPLY)AVOOD, Fk%un.
<br />TOPLYWOODIS ACCIEPTABLE ONLY FOR SIDIECLOSILIKEPil
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<br />� IF, , � A I F RW
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<br />FRAMING), WOOD STUD SHALL Or "SOUTHERN PINE" G-0,55 ORGREATFR DENSITY, LAG, SCREW
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<br />IL REMOVABLE ANCHORS ARE t)EV�AL,TPANELMATr,ALL-POIN15SC,ID-!SVrF�BRAF�'Bt]Sfi[N(E
<br />12 MACHINE SCREWS SHALL RAVE 1f2- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
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<br />ANCHOR AND MAY HAVE ErTHET, A IAN I - HE OR WAgR0HECi,TDHlEE1_II[EVVALJK BOLT) 0 W0
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