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<br />PRODUCT EVALUATIor4 REPORT
<br />September IS. 2020
<br />Application Number 17869L I - R2
<br />EX Project Number 20-31543
<br />Product Manufacturer, All American Shutters and Glass
<br />Manufactuter Zdress 1540 Donna Road
<br />West Palm Beach FL 33409
<br />Product Name & Descriproom 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Ev aluation Report is being issued in accordance with the HiNquirements of the Florida
<br />Department of Business and Professional Regulabon (Florida Swirling Commonsmicori) Rule Chapter
<br />G I G20-3 005, F A, C . to' statewide acceptance pet Method I Ed) rho product noted above has been
<br />tested and/or evaluated as surrinnanzed herein to show compliance with the Floncla Building Code
<br />Seventh EcIfifion (2020) and is, for the purpose intended, at least equivalent to that required by the Code
<br />Re-eva(uation of this product shall be requited following pertinent Floticia Building Code modifications or
<br />revisions
<br />Substantiating Data:
<br />" PRODUCT EVALUATION DOCUMENTS
<br />. drawing #20-31543 filled '24ga Galvanized Steel Storm Panels (KVHZ IS Nom-1-6/1-1Z)". sheets 1 5
<br />prepared bv E ngmeenng Express, signed & sealed by Frank Bennardo P E is an Integral part of this
<br />Evalua�oon Report
<br />. TEST REPORTS
<br />Uniform static s4ructuriall performance has been tested in accordance With TAS 202 test standards pet test
<br />repon(s) OBT-ASG-17-001 by Slackwatet Testing Inc
<br />Large missile impact resistance and cycloc loading performance has been tested in accordance vath TAS
<br />201 and TEAS 203 test standards per test oeport(s) #ST.ASG- I T-001 by Blackwarer Testing Inc
<br />A STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based On
<br />comparative andfor rational anaNsts to quafify the following design cnIena
<br />1. Maximum Allowable Spam
<br />2 lifinunnum Allowable Spans
<br />3 Minimum Glass Separation
<br />4 Anchor Spacing
<br />160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 i866) 396-9999
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<br />AllAmenean Shururs and Gla�s - 24ga Gakanized Steel Sturin Panels
<br />No 33% increase in allowable stress has been used in the desigH of this product
<br />Separation from glazing is not required for installations outside of wind zone 4 and essential factilities
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced in previously listed test Heporl(s). and is
<br />accounted for in the engineering design of this product
<br />Wind Load Resistance
<br />This product has been designed to resist wind loads as indicated in the span schedule(s) on the
<br />respective Product Evaluation Document (I a engineering detwing)
<br />Installation
<br />This product shall be installed on strict compliance with its respechve Product Evaluation Document (I a
<br />engineering drawing) along with all components noted themn
<br />Product components shall be of the material Specified in that ptoduct s respective Product Evaluation
<br />Document (I a engineering drawing)
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in Bind accordance with the respective Product Evaluation Document (I a
<br />engineering drawing) as noted herein
<br />All supporting host structures shall be clesIgned to resist all supetimposed loads and shall be of a material
<br />listed in this product's respective anchor schedule. Host structure conditions which are not accounted (of
<br />In this p(ackict's respective anchor schedule shall be dewgnLd for on a site -specific basis by a registered
<br />professional engineer
<br />All components which are permanently installed shall be protected against corrosion. contamination and
<br />other such damage at all finnes
<br />This potoducl has been designed for use within and wisilde the High Velocity Hurricane Zone IHVHZ)
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<br />160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STO M PANEL X�
<br />�
<br />INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURE
<br />I I I
<br />Exi5TRING POURED �--
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<br />ft= * MIN. PANEL LENGTH Z : 0, 441 .. t I-L �-1 - I rP
<br />= . : = 24 GAGE GALVANIZED STEEL STORM PANEL
<br />I NSTA,JA:7ION ARE ONLY VALID FOR VAX. ASO DESIGN SHAIL BE 2'-6" = * .* - I 0- ,
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<br />* . STATE 01��, , - 1w- -1 I I � ' I
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<br />- , :V - ' GLOBAL PROTECTION PROOLICTS. U-C.1 """ 'I"
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<br />MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC ", � "5t, � �� - IT-
<br />'10NAIL
<br />111�
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<br />DENSITY OF 0 55 OR EQUAL " _ --- -- , =1 . W. i 1 _ 1 _ _ I _ I _ I �A- -
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<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) �
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<br />DESIGN NOTES: I 5TEE'LLES
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<br />WIDTH UNUMITED
<br />- (PERP, 10 PANEL SPAN) -
<br />POS FIVE AND NEGATIVE DE51GN PRESSURES CALCULATED
<br />I
<br />FOR USE WITH THIS SYSTEM SMALL BE DETERMINED REP,
<br />-
<br />SEPARATE 'CO Ar WITH ThE
<br />"'6' 'a
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<br />FOP MOUNT (CONN- TIP.
<br />ITYPE AS REQD) SECTI
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<br />- ONSri OPFIONAL4`20 STITCH
<br />� BOLTS WITH WASH ERED
<br />GCV Rjou� HE IEME S 6
<br />.,.,. ENTR A 19 TAND CHAPTER
<br />D, E G C.DIC.ffi '.
<br />1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
<br />OR ALTOTHEPOSITIVE ORNEGATIVE DESIGN
<br />U RE CAPACITY VALUES LISTED HEREIN FOR Art,
<br />PREESJU
<br />ASSEMBLY AS SHOWN
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<br />GENERAL NOTES:-
<br />I , ;51 I ;
<br />,�
<br />. - 8 * /
<br />I'll
<br />I THIS S15C IFICALTION HAS BEEN DESIGNED AND SHALL IsE FABRICATED IN
<br />I - - -
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<br />- VP _�N �
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<br />X -.--
<br />ACCORDANCE Wl;�.IHVI UjL1.MB- OF THE FUOR- ItUILDIII. CODE
<br />EDUTH, D ,gN T ASIDE Mo O""'IDE OF THE H-2 "'
<br />T`AV&E2`2I 202 AND �03 ST PROT CONTRACTOR SHALL INFIESPIGATE
<br />. 1 U`OLS
<br />11 ..
<br />'D E3
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<br />I �- F
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<br />AND CONFORM TO ALL LOCAL BUILDING CODE A14ENDMENTS WHICH MAY
<br />'
<br />APPLY. DESIGN CR17ERIA BEYOND AS STATED HEREIN MAY REQUIRE
<br />AIIETTIONALSPIE-SIPFIEFIC SEALED ENGINEERING.
<br />2
<br />DES1 NO 33-1/3% IMCFE - IN ALLOWABLE STIESS HAS BEEN USED IN THE
<br />ON OF TH15 SYS '
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<br />3. THE ARCHITIECTIEENGINEER OF RECORD FOR THE PROJECT
<br />STRUICTUREE
<br />SUP R WITHWHICH THIS DESIGN IS USEDSHALL BE KISPOTISISLE
<br />MATHEINTEGAMCFA SUPPORTING SURFACES TO THIS DESIGN WHICH
<br />SITIALI-RE COORDINATED BY TH PERMITTING CONTRACTOR,
<br />4 Sep ARATE %�SPECIFTCSZAL20 ENGINEERING SHALI RE UIREL [it
<br />R TO DEVIATE! MON LOAD EL OR SIMS C04T;&
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<br />INFORMATION MR A SPEOFTC SM. MR SITE CONDITIONS D�EPN947 MON
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<br />APCHI7eCr SHALL PREPARE �51TE SPECIFIC DOCUMENTS 'OfIt IJSE IN
<br />Q 1 2.
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<br />TYPICAL
<br />C oUoUNWrTH`THISDOG..ENT
<br />6. DESIGN PRESSURES NOTED HEREIN ARE BASED 0 N NIMIM IJ M TESTED
<br />PRESSURES DIVIDED BY A 2.5 SAFETY FACTC R.
<br />26
<br />= A -
<br />-P*
<br />I
<br />I (T)
<br />. III N T S ELEVATION
<br />I
<br />i
<br />' ALL FAS"E' IRS To N
<br />OTHERWISE, FASTENERS SM AX-0 OR GREATERSAEGRADE 3 UNLESS NOTED
<br />LLB f CADMIUM-PI-KIED ON OTHERWISE
<br />CORROSION-RIESISTANT MATERIAL AND SHALL COMPLY WITH 5PECJFICA7rDN5
<br />FOR ALUMINUM 51HRUCTLIFIES'SECTION 1 3 BY THE ALUMINUM ASSOCIATION,
<br />INC, s A' Y APPLICABLE FEDERAL. STATE, AND/oR LOCAL CODES
<br />(A 3 � 9
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<br />, , i
<br />Z5
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<br />- STRUC-PrON)
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<br />a AU- STORM PANELS SMALL BE 24CA STEEL L�0,024"
<br />IF CDALPTY
<br />STEES AM PANELS STAILILL COFIFORM10 ASTM Ai551 SlTftl)�URAL-�
<br />L. GA0GALVANIzro COATING WITH A MINIMUM PY-48.1 KSL
<br />III
<br />UNLE ALL ALUMINUM EXTRUSIONS SHALL BE 6063�Toi ALUMINUM ALLOY.
<br />" 55 NOT Q OTME.W1515.
<br />CONDITIONS DICTATE PANfLSP4AYBENOkJNTEDVERTrCA�VOrt
<br />MO IZONTALLY AS APPLICABLE.
<br />I CONCRETE ANCHORS NOTED HEREIN SHALI, WE EMBEDDED YiD,
<br />NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />M
<br />I ANUFArTUREIVS RECOMMENDATIONS.
<br />3. T E CONTRACTOR 15 RESPONSISLE TO INSULATE OR PROTECT ALL
<br />FEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELK.7kOLYSIS
<br />22
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<br />SHOWN ONLY, USE 01 THIS SPECIFICATION BY C)TITILACTOR. tot. al
<br />JHMMELIPPM HARMLESS THIS EINGITIM FOR ALL COST & DAMAGeS
<br />INCLUDING LEIGA�Lv"
<br />F E&&"PELLA7EFEE'�RE6ULTMGFkCtMMATERIALL
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<br />..
<br />� BOT-1,11M MOUNT f�NN-/ '
<br />, (SPAN BELOW
<br />: TYPE AS REOD) 05ST RUCTION)
<br />RABRICATIOEL'Sy STE" ERECTION, & CONSTRUCTION PRArTICES BE ON D THAT
<br />VVHICM ISCALLeo MR SYLOCAL, SPATE, &FEDERAL, COLIM N FROM
<br />`H[ORS OF THIS FURN.
<br />11 "CIPIAIIURIISLIIIO�MIISIII,"IIAIIIIMOIIILL
<br />UP FICATIONSORAFFIRMAT'IDEGARE NIFENDED
<br />I& -FAIPIONS-011TIONS .POTHERMA-11-1-to.-IME1117'
<br />APRE TICITY PERFUME) AND MALIDATE THIS :tRICIFICATIOtil
<br />N LED
<br />'PER EPA ELS SHALL BE PERMANENTLY URSE ,WITH A MINHIUM PF (1) LABEL
<br />VE RY 3D FEET CONTAMINGTHE FOLLOW TIGINFORMATION,
<br />ALLA ERICAN SHLITTERSANDCLASS
<br />WESTMPA1M BEACH, FL
<br />1,9119
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<br />11 �
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<br />� PANELS, KAY BE NOTCH ED REQUIRED 14AL Y, .20 STITCH
<br />AS ONS I BOLTS WITH WASHEEUED
<br />PROVIDED THAT CONNECTI AND
<br />ANCHORS ARE USED WHICH F1 WINEGNUTS FASTENED 9
<br />� SPAN EN , OVERLAPS 0 MIDSPAN (USE
<br />I I . . SPAN TAEILE�
<br />, TAS20I,TR5Z02&TA 203
<br />FLORIDA PRODUCTAPPROVAL NUMBER )
<br />,
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<br />,
<br /> -----�11
<br />"
<br />VISIT �`-, IM IM �
<br />20-31543
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<br />VERTICAL MOUNT ELEVATION
<br />7".�l!"'Tt"';�?''i-I
<br />-----75
<br />1 T ---/
<br />I
<br />I
<br />- /-2-'% (NOTCHED PANELS)
<br />-
<br />� � 1 \4.1,/ ELT S ELEVATION
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<br />-1 IIIIII-1- , Na i
<br />�.1-1��c.,AuOAE Mi !
<br />- - L? I
<br />. .. ..... .114W
<br />-
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE � NELS
<br />I .iri-IN' Ill".%' F*N1, IkITAUHI�E,IAQLVI�Dt.Y.
<br />;
<br />IIIVI It WIN [).�IPU 4 A.
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<br />SPAN SCHEDULE NOTES:
<br />I. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LCAD & PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABI E STORM FANEi
<br />SPAN SCItEOULE IS&CCEPTABLEFOP USE WIT) -
<br />POSITIVE LOAD 5 LESS �M OR EQUAL TO
<br />NEGATIVE DESIGN LOADS
<br />2. -PANEL FASYENFRS APE STUDS USED IN
<br />CON)UPIC-TrON WITH ALL MOUNTING EXTRUSIONS
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<br />ANCHOR NOTES:
<br />I gNCHOR SCHEDULE APPLIES TO A� PRODucrs CSITIFIED HEREIN, BUT ONLI MOVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLESPAN5 AND PRISS-URISIS INDICATE[)
<br />IN SPAN SCHEDULE SHALL APPLY
<br />2 EliPTERANCHOR 5CH LE RASEGON PANEL FA57ENER SPACING THE E41STING STRUCTURE
<br />MA 5 SB-EC7 DESIGN LOAD GREATER THANOR EQUALTO NMATIVE DESIGN
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<br />ALL "H'- AND 'U"-HEADERS (INCLUDING 51JILI-01,17 CONDII-FrONS)
<br />4 ANCHORS SHALL BE INSTALLED I N AO[ORDANCE WITH MANUM-PURUERS'RECOMMENCATTONS.
<br />t HOLLOW LQCK HOST 5TRUCTVRESHALL CONFORM TO ASTM C90 BLOCK
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<br />ADEQUATELY TRANSFER LOADS TO HOST ST P UCrURE
<br />9, CONCRETE ANCHORS NOTE[) HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY
<br />9. WHERE EYISTING STRUCTURE IS WOOD FRAMING, EYISTI RIG CONDITIONS MAY VARY. FIELD
<br />VEFJ FY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD FA66TENING
<br />TO PLYWOOD III. ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10 WHERE AN CHOPS FASTEN TO NARROW FACE Of STUD FRAMING, FASTENER SMALL BE LOCATED IN
<br />CFEPEEPL OF NOMINAL 2' X 4* (MIN.) WOOD STUD (;I,' EDGE DISTANCE 15 ACCEPTABLE FOP, WOOL,
<br />FRAMING) WOOD STUD SHALL BE `SOUTHERN PINE'G-0 55 OIL GREATER DENSITY LAGSOREW
<br />SHALL HAVE PMLLIPS PAN HEAD OR HEX HEAD�
<br />It PUEMOVASLEA HORSARE DEWALTRAINELMATE,AILL-FOINTS SOLID -SET& BRASS BUSHING
<br />12 MACHINE SCREWS, SHALL HAVE 1fl- MINIMUM ENGAGEMENT OF THREADS INTL' THE BASE
<br />ANCHOR AND MAY HAVE ErTHEP A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (UDEWALK BCLT) U NG
<br />13 MIMMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OP. OTHER WALL FIWSHES
<br />14 M DESIGNATES ANCHOR CONDITIONS 14HTCH ARE NOT ACCEPTABLE USES
<br />Is * DIRECT M EMIRS CONDITIONS
<br />1 6 LINEAR INITERPOLATION 15 NOT PERMrT7E0 FOR USE WITH THE WICHOR SCHEDULES LISTED ON
<br />THIS SHEET
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<br />SHEET NO.
<br />SH 1.5I
<br />
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