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<br />WENGINEEPIl(-O
<br />ENGINEERING EXPRESS*
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number: 170g,I-R2
<br />EX Project Numbet� 20,31543
<br />Product lvlanufticrtufer� AllAmencem Shutters and Glass
<br />Menufacturer Address 1540 Donna Road
<br />Vvest Palm Beach. FL 33409
<br />ProduciName&CIescripumn- 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (Florida Braiding Commission) Rate Chapter
<br />6IG20-3,005, F.A_C, for statewide acceptance pat Method i(dl, The product noted above has been
<br />tested and/or evaluated as summarized herein to show compliance with the Florida Building Code
<br />Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required try file Code
<br />Re-eveluation of this product shall be required following pertinent Florida Building Code rivdifications. or
<br />revisiors.
<br />Substantiating Data.,
<br />.
<br />EX drawing #20,31543 libed '24ga GafEvanized Steel Storm Panels (HVHZ & Non+WZ)', sheets 1-5�
<br />prepared by Engineering Express. Signed & sealed by Frank Sermardo, P E� is an Integral part of this
<br />Evaluation Report.
<br />. TEST REPORTS
<br />Uniform static sitruclarai performance has been tested in accordance with TAS 2D2 test standards per lest
<br />repents) #BT-ASG-17-001 by Blackwarter Testing, Inc.
<br />Large missile impact rewstance and cyclic loading performance has been tested In accordance with TAS
<br />201 and TAS 203 lest standards per lost repon(s) #13T-ASG- 17-001 by Blackwater Testing. Inc.
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have bePan prepared which evaluate the Product based oil
<br />comparative andfor rational analysis to qualify the following design Ontario:
<br />I Maximum Allowable Spans
<br />2 Mirarriamp Allowable Spans
<br />3 Minknorn Gliess, Separation
<br />A. Anchor Spacing
<br />16D SW 12- AvENuE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM@ENGtNFFRiNGEXPRESS.CQM
<br />ENGINEEkINGEXPRESS.COM
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<br />Is ENGHNJEERING Page 2 of'2
<br />Aill Amenaut Shutters and Glass - 24ga Galvanized Steel Storer Panels
<br />No 33% increase in allowable stress has been used in the desIgn at thus product.
<br />Separation from glazing Is not required for Installations outside at wind zone 4 and essential facilities
<br />Impact Resistance:
<br />Large Impact Resistance has been dertionstracarl as evidenced in previously listed test report(s), and is
<br />accounted tat In the engineering design of this product,
<br />fflnd Load Resistance
<br />This product has been designed to resist wind loads as Indicated in the spart schedule(s) on the
<br />respective Product Evaluation Document [i.e. engineering drawing),
<br />Installation
<br />This product shall be Installed In strict compliance with Its respective Product Evaluation Document (I a
<br />engineering drawing). along with all components noted therein,
<br />Product components shall be of the material specified In that products respective Product Evaluation
<br />Document (i.e. engineering drawing)
<br />Limitations & Conditions of Use:
<br />Use of this product Shall be In strict accordance with the respective Product Evaluation Document (i.e
<br />engineering drawing) as noted herein,
<br />All Supporting host structures shall be dos$lfried to resist ail Superimposed loads and shall be of a material
<br />listed in this product's respective anchor Schedule, Host structure conditions which are not accounted for
<br />in this product s respective anchor schedule shall be designed rot on a sft"pecific basis by a registered
<br />professional engineer.
<br />All czarporierms which are permanently Installed shall be protected against corrosion. contamination, and
<br />other such damage at all times
<br />Tilts product has been designed for use within and outside the High Velocity Hurricane ZDne (HVHZ).
<br />Respectfully.
<br />.11
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<br />Frank Bentrurdo. PJE�
<br />EN13INEERING &PRESSS
<br />OE0046549 I Can AuTh 9885
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAPIOENGINEERINGEXIRESS.COM
<br />EnGiNEEAINGExPREss,com
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<br />510M PANEL
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<br />INTO POURED CONCRETE. ,Q�,
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<br />NOTES* * MIN, PANEL LENGTH
<br />�
<br />1, INSTALLATION ARE ONLY VAUD FOR MAX. A,S.O. DESIGN SH.Al-1- BE 2-6"
<br />PRESSURE RATING +/- 40.0 ps.f. AND W-0' MAX I I
<br />PANIEL LENGTH,
<br />� � � LN*n
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<br />= �' o.441 1. = `P2020 111DA, �
<br />. � - 24 GAGE GALVANIZED STEEL STORM PANEL
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<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC
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<br />ALL AMERICAN SHurrERS AND GLAS
<br />[24ga GALVANIZED STEEL STORM PANELS (HVHZ BE NON-HSV,HZ) I
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<br />TOP MOL,r,rr JCON I R.
<br />'TYPE AS PtEQ'D) SECTIONSr
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<br />13OLTS WITH WASHERED
<br />PROVI LED THAT CONNECTIONS AND
<br />ANCHOPS� ARE USED WHICH SATISFY
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<br />WINGNUTS FASTENED @
<br />SPANS ABOVE & REI OW028791 CTICIN
<br />OVERLAPS 0 NTHDSPAN (USE
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<br />VERTICAL MOUNT
<br />ELEVATION
<br />(2) (NOTCHED PANELS)
<br />11� NT3,
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />2- GAUGE PANELS
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<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD 8� PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUMALLOVIABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2� 'PANEL FASTENERV ARE STUD$ USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />�JFII,
<br />TRACA, 511,101)(F) ANGLE� ETC.) USE 6.27'
<br />,C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />9L *H`- AND 'U"-HEADFR5 (INCLUDING BUILD OUT
<br />CONDIT
<br />_ 1045)
<br />1 LINEAR INTERPOLA TION BETWEEN LOADS IS
<br />ACCEPTABLE, OtHERWISE USE NF-11 HIGHER t1OAD.
<br />____ -
<br />I
<br />1, ENTER SPAN SCHEDULE WITH POST nVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION I- THE OPENING To BE PROTIECTM�
<br />2- SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY
<br />I NteRPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HISHEA
<br />LOAD
<br />3, MR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE CLASS SIEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTK'TED OPENING 15 REQUIRED.
<br />" Ug"
<br />"
<br />P�EBY,Pkw. E -1
<br />X�,P CA, 485
<br />lby �' - _:�,_, -
<br />-
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<br />-
<br />MAXIMUM ALLOWABLE .1
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<br />DESIGN PRESSURES: ' - .
<br />.1
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<br />lu�Q'11'10`,
<br />ZD�_ � .,�
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<br />DESTIGN NOTES: I SCHEDULE$ -1
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<br />1<XII1IW1I1 EG TTVIO ION 5 GALCU LATED
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<br />FOR ETEPEHALL 0 DETE PER
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<br />, 'IT 1 LIM m, ;
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<br />Q
<br />.,�,-Tl IN . T,1,14% -CE WIT THE
<br />ORIN
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<br />IN ",.C,A
<br />DE R141MDJN CCORDARCIE�Nl
<br />1603 OF E FLORIDA BUILDING )DE 13HALL BE &HSAGPITEHRAN
<br />H NEZAND
<br />" ,��
<br />I , OIL x
<br />" " �, I a
<br />u
<br />1111
<br />'r .1 111C
<br />9 ALL1;1Lt,2W SITIVE OR NVIATIVE DESIGN
<br />T.r VALUES 1-15TED HEREIN FOR ANY
<br />- ,;, -
<br />-�, ,
<br />-,� --� -c 9 I
<br />*,
<br />ASSEMBLY AS EHMVN.
<br />,� �,�
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<br />GENERAL NO-FES:
<br />,
<br />a
<br />, ,
<br />, *-A, 3V � .9
<br />I Or I
<br />�DCDTHLS SPEcIfIcATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
<br />RDAKCE WITT THE OF THE FLORIDA BUILDING CODE
<br />I
<br />,'I La
<br />EII IN
<br />`2
<br />T,UIREMENIS
<br />R USE INSIOE AND OUTSIDE DF THE AVHZ. RER
<br />&=,W�I` -W-lo-N �(2rcrw�)J Rk-O-I �, OONTRACTOR 114.1 I I--
<br />o, a
<br />3-V3V. ENCREA&E IN ALI.OWARLE ETRESS HAS BEEN USED IN THE
<br />FTHISSYSTEM
<br />ARCHITECTIENiar[NEER OF RECORD FOR THE PRCUEOT
<br />��
<br />0
<br />UCTURI! WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE
<br />NTEGAITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH
<br />I=
<br />-
<br />,
<br />2
<br />COCROINATED BYTHE PERK177ING CONTRACTOR, I
<br />2-1
<br />,RA7E'5TT5-s?eCIFIC'SIU,LMJ C14MNEERING U_ at UIRE. III
<br />DEVI ATE ON LOADS ' SPANS C6tJr`AVrD
<br />< 8
<br />F
<br />c_ T7
<br />IS ENGI EMIURROTE'Rit"
<br />ONTA ; r �MESPAQ CALCULATIONS AS
<br />X
<br />-, %
<br />-,
<br />&1=101 Df`rALLED H IRIEN M GENeRrC: AN Q DO HOT F R,OVIDE
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<br />5i A, i
<br />JON Pon A specrfm S�E- MR SITE ';oil I"' 's DrFMREI47 FROM
<br />1770145 DETAILED HEREIN, A LICENSED ENGINEER OR REGIIIERaO
<br />. ,e .
<br />- III
<br />TJ%HALILFRBVAkE SITE 51ECIF� D.CUMENIS , OR USE IN
<br />ION VaTIJ 7MS COCA Muir
<br />al L'IE111.1yl I 1F1,11T11611E EAEED ,IN MAXIIIH TESTED
<br />_a A 171
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<br />11�RESMTU r MAT�+tl,A41,11,1,1,1111 COMILY WI1,H 'SPECIFICATIONS
<br />1-1
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<br />_
<br />In MISTQ�"EES S , . BYTHE AIL, NINLI 4 ASSOCIATION,
<br />Y APP11CABLE rCDf L, STATEr AND/OR LOCAL CODES,
<br />8
<br />- I
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<br />-�TIJRMPANtU5SHARA 14GASTE5-0,014"
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<br />ANCHOR NOTES:
<br />L ANCHOR SCHEDIJUEE APPLIES TO AIL- PRODUCTS rFJZT19E[) HEREIN, BUT ONLY PROJID�
<br />MAX ,MUM ALLOWABLE ANCTiOR SPACING. MAXIMUM ALLOWABLESPAN5AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY,
<br />Z ENTER ANCHOR SCHEDULE aASIMON PANEL FA57ENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL,& ANCHOR JNPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHU17ER AND SELECT SPAN GREATER THAN OR EQUAL TO SH U17ER 5PANrSSUECI`
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEEI 2 FOR IDENTIFICATION OF CONNECT LON TYPE),
<br />3 . PANEL PASTENER�'Afd! STU CIS USED IN OONJ UNCTION WITH ALL MOUNTING EXTRUSIONES
<br />("F`TRACK,STUOriEDANGLE,ErC) USE6,25"O.0 PANEL FASTENERSPACIVIG7ABLE VALUES FOR
<br />ALL 'H" -.ANI) 'U'-HEP,QERS (INCLUOT NG BUILDOWT CONDITTIONS)
<br />4 ANCHO;�SSH�LBEINS;TP,LLEUINACCORI)A,NUwrrHMANUFA-MRER-"P.ECC)MMeROATTOW-
<br />5, HOLLOW BLOCK HQ5�T$TRUr_TVR1E5HAUL CONFORM TOASTM OrO DLOCK.
<br />6 4 MINIMUM EMEEDMENT SHALL BE AS NOTED IN ANCHOR $0111FOULE,
<br />1
<br />7 MINIMUM EMB EDMENT AND EDGE OESIANCE EXCLUDES STUCCO, FOAM, AN06THERWALL
<br />SRIC� OTHERS
<br />FINISHES WALL FINISHES SHALL RE LIVINTED, 70 L/4' MAX OR SHALL EE VERIFIED Y TO
<br />ADEQUATELY TqANSrER LOADS TO HOST STRUCTURE.
<br />% CONCRETE ANCHORS NOTED HEREIN EiHIALLBE EMBEDDED TO UN-CRACNED OCIPICRETEONOY.
<br />9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTI NG CONDITIONS MAY VARY� RELD
<br />VERIFY THAT FASTENER5 ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR 51UL CLOSURE PIECESS.
<br />ID. WHERE ANCHORS FASTEN 70 NARROW FACE Of STUD FRAMING, FASTENER SHALL BELOCATED IN
<br />CENTER OF NOMINAL 2' X 4' � MIN,) WOOD STUD (r,' EDGE DISTANCE 15 ACCEPTABLE FOR. WOOD
<br />FRAMING). 'T UD SHALL 9F,wvrHERN PINE" G�0,55 OR GREATER DENSITY, LAG SCREW
<br />V400D 7
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD�
<br />I I REMOVABLE ANC1iONS ARE DEWALT PANELMATE. ALL -POINTS SOLID -SET a BRASS BUSHING
<br />Ll MACHINE SCREWS SHALL HAVE, 111" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HE -AD, TRUSS HEAL), OR WAFER HF40 (SIDEWALK BOLT) LLN,O�
<br />13� MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STLk'CO OR OTHER WALL FINISHES,
<br />14 1111111111 DESIGNATES ANCHOR MNDITIC443 WHICH ARE NOT ACCEPTABLE IASES,
<br />15 * DIRECT MOUNTING CONDITIONS-
<br />16 LINEAR INTERPOLA71DN 15 NOT PERMrTTEO FOR USE WITH [HE ANCHOR SCHEDULES 1AMTEO ON
<br />THIS SHEET
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