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<br />SECTION Ezl & ALTERNATME EZIW ON SHEET
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<br />9 TH ENO .. .�-^ 3f`•e'e ALL'M,NUAA *
<br />_s""T--' `T T ;- f-^"- I --'- � Fop RNl' LAS"'i PANELOi TO BE I STALLED AT EACH OPENING SHALL ALWAYS OE
<br />j O § § O I O �O I O �O -O i O d'.,--�_ - _ i PROVIDED W/ REAL`+ HANDLE TO FACIi15Ar INSTALLATION IF INTENDED
<br />I TO BE INSTALLED FROM INSIDE OF 5T:2VC'TtIRf.
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<br />r I . _aT i 1.._i__.j .."._t GC Y" (I). 'F dT,.1.G 4' a4'�P53 '.fl-: I T CKS TOP
<br />(ENO PANF,�) I I (fIITERYOR PANEL) (INTERiOP PANEL) i (!NTE€ROR PANEL) 1 1 f Ci?NSISTING 4i' PANEi + Ccus€.. TRACKS "DP & BflTrOM.
<br />[[ E'RO PANEL)
<br />A NOTE: 2, 3, 3 �. l ! ! l ; i R ! SET Ai t;2, 3"'4
<br />1 6`',{ۥ (7) END PANELS SiAALL ALW YS t3I CONNECTED TO BOTTOM IRACA.
<br />L OTHERWISE A STOP t.LArt 5HA1i. BE PROVIDED AT TOP OF SUCH
<br />t PAM:l. LEkGrFY
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<br />f I i p h._.. .d : i P i (3 . IF END PANE15 ARE CQNNF_;7'Li TO BOTTOM THACk• CONNECTIDN
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<br />6 SHALL CONSIST OF1, a w-.<"flx3li' M.§W/ 'rr8"Na3/32" wlNc
<br />! l i I I ? j � t PgNEI.s W} xl4w-aOxh." NUT OR 1/4'0.3/4 THUMBSCREW TAPPED BOTTOM
<br />I [ ! ! I RpLTEQ Vim, INTO
<br />TRACK, LOCATION OF FASTENERS MAy BE AT ELTHER OF TW0
<br />i j (SEE SECT ONS i5 dcP' 7 EXTERIOR FIAT FLANGES OF END PANEL.
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<br />{i.eHA STOP BAR IS ONLY USED AT TOP) AT LEAST IWO
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<br />PANES PTA.._ E CONNECTED J BO O TRKC USING
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<br />.JJ,LLJJILLJJ_LLJJILLJ_J.-ifL-.JiLL_.,JJ_LI-J-i-i-LJTTJ_,I _3J1.1_._--_ PANES i0 BOTTOM TRACK MAY OCCUR JI ANY PANEL LOCATION-
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<br />)' NA - SEE `. '1 :4EE - I` inn t INSTALLATIONS ONLY LAUD FOR WINO
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<br />RS NOTE 3
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<br />.. (SEI SECTION E21 & ASTtANATlUE Fp1W ?iN SHEET r$)
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<br />EN. FLORIDA SUILD14G CODE Mon High VelocityHurricane Zone)
<br />-_ -
<br />j S7 rrzoa➢ ream. Plc. 24 GAGE GALVANIZED IJF
<br />STEEL STORM PANEL F
<br />r IP
<br />L PROTECTION UTLC PRODUCTS, L. o7mtlGze
<br />STATED i L E C Q rave PVA
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<br />ENGIF'-4EERIII,JG
<br />EN13INEERiN© EXPRESSO
<br />PRODUCT EVALUATION RE13ORT
<br />September 15, 2020
<br />Application Number, 1ZAR.1 R2
<br />EX Project Number 20.31543
<br />Product Manufacturer All American Shutters and Glass
<br />Manufacturer Address, 1640 Donna Road
<br />1Mast Palm Beach, FL 33409
<br />Product Name & Descriplian;. 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 Burkiing Commission) Rule Chapter
<br />61 G20-3.005, F.A,C , farstatewideacceptance per Method 1(d). The product noted above has been
<br />tested andlar e
<br />v
<br />a
<br />luated as summarized herein show compliance with theFloridaID Building Code
<br />Seventh Edition 2020 and is for the purpose Intended at least equivalent to that r q required the Code,
<br />( ) e p poaq by
<br />Re-evaluation of this Product shall be required following pertinent Florida Building code modifications or
<br />revisions.
<br />Substantiating Data:
<br />PRODUCT EVALUATION DOCUMENTS P.
<br />EX drawing031543 '24 a Galvanized Steel Storm Panels HVHZ & Non^HVHZ' sheets 1.51
<br />#2 iNlad g ( ) .
<br />prepared by Engineering Express, signed & seated by Frank Bennardo. P,E. is an Integral part of this
<br />Evaluation Report.
<br />TEST REPORTS
<br />Uniform static structural performance as been tested in accordance with TAS 202 test stands test
<br />h ids r
<br />RE pe
<br />report(s) *BT-ASG-17-001 by Blackwater Testing, Inc.
<br />Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 203 teststandards par test repon(s) #BT-ASG-17-001 by Blackwater Testing, Inc.
<br />• STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering Calculations have been prepared which evaluate the product based on
<br />comparative and/or national analysis to qualify the following design criteria:
<br />1- Maximum Allowable Spans
<br />2. Minimum Allowable Spans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 121'1 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954)354.0660 1(866) 396.9999
<br />TEAM@ENGINEERINGEXPRESS.COM
<br />EnGINEERINGEx9Ress.COA
<br />ENGINEEf"IING
<br />Page 2 art
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33 % Increase in allowable stress has been usedin the design of this. product
<br />Separation from glazing is not required for installationsoutside of wind zone 4 and essential facilities.
<br />impact Resistance:
<br />Large Impact Resistance has been demonstrated as avidenosd ICFvevi previously listed test report s .and is
<br />accounted for in the engineering design of this product,.
<br />Wind Load Resistance
<br />This producthas been designed to resist wind loads as indicated In the span schedula(s) on the
<br />respective Product Evaluation Document 0.e, Engineering drawing);
<br />installation
<br />This Duct 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 product's respective Product Evaluation
<br />Document (i.e. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shad be In strict accordance with the respective Product Evaluation Document (Le
<br />ang!nsering drawing) as noted herein,
<br />All supporting host structures shall be designed to Faster all superimposed loads and shall be or a material
<br />listed in this product's respective anchor schedule. Host structure conditions which are not accounted for
<br />in INS product's respective anchor schedule shall be designed for on a stta-specific basis by a registered
<br />professional engineer
<br />AU tomponents Which are permanently Installed shall be protected
<br />against corrosion. contamination, and
<br />other such damage at all times.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully.
<br />Frank Hermardo, PE
<br />ENGINEERING ExPREBsie
<br />4PP0040549 j Con. Auth. 9885
<br />160 SW 12T" AVENUE SUITE 106., DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM 0 ENGMEE RINGEX PRESS. CON
<br />ENGINEERING EXPRESS, CON
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<br />FLORIDA BUILDING CODE (Non High Valactry No loans Vona}
<br />IIgT$: 'k MrN. PANEL tfT1GTY.
<br />i, INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN StGil.L BE 2'-6"
<br />PRESSURERATING +/- 40^0 P.a.f. AND B'-0" MO
<br />PANEL. LENGTH.
<br />CONSTRUCTION: WOOD
<br />0.4d1 m1c".n. na-
<br />24 GADS GALVANIZED STEEL STORK PANEL
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<br />ALL AMERICAN SHUTTERS AND CLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON HVHZ)
<br />TOP
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<br />OPTIONAL r<" 20 MITCH
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<br />)TTOM MOULT (0, I;N
<br />Lmax
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<br />NPE AS RDq D)
<br />OBSTRUCTION)
<br />PANELS MAY BENOrcL ED As REQUIRErz,
<br />OPTIONAL Y4-20 S71-CH
<br />BOLTS 1NITH•WASHEREii
<br />pROVIb� THAT CDNNECI'lONS AND;
<br />ANCHORB,ARE USED WHICH VITLSFY :
<br />VIINGNUTS FASTENED W
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<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.T:S:
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN III GLASS
<br />SEPARATION SCHEDULE:
<br />241GAU GEPANIELF
<br />MINIMUM STORM PANE( SEPARATION FROM G.tIS 5
<br />INVR WIND ZONE 4 ESSENTAi F CAMES
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<br />MAXIMUM
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<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />PA F P T DESIGN LOADS PANEL ALLOWABLE
<br />SPACING 0
<br />M M M M A T PA DEAN. I HE UL .UM ALLOW $t.E STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE GAD. LESS AN OR UA TO NEGAITL 5 711 L
<br />N2. ''PA E DESIGN LOADS.
<br />3. 'PANEL FASTENERS'- AAE 5 5 USED IN
<br />A ElSTUDS
<br />CON7UNCIION WITH ALL MOUNTING EXTRUSTONS
<br />("F'-TRACK, STUDDED ANGLE, VC.). USE 5,25''
<br />MC' PANEL FASTENER SPACING TABLE VALUES OR
<br />ALi H"• AND'u, HEA ERS tINCWD3 G BUILD OUT CONDITIONS),
<br />7
<br />3. LINEAR INTERPOLATION BETWEEN LOADS IS
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<br />1 NCHORSCHEDULE APPLIES TO ALLP PRODUCTS CERTIFIED HEREIN BUT ONLY PR IDES HR DN W
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<br />I N Oil DUAL
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<br />FASTENERS" ARE STUDS USED IN CONI UNCTION',19TH ALL MOUNTING EXTRUSIONS
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<br />ALL "-AND U'-H ADERS INCLUrOI GOUILDOUT _ ram[ ON
<br />4 ANCHORS SHALL BE INSTALLED IN ADRDANCE WITH MAN ROCUFACTURERS' RECOMMENDATIONS,
<br />51 HOLLOW BLOCK HOST STRUCTVRE SHALL CONFORM TO ASTM C90 BLOCK:
<br />iiMINtMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE,
<br />MINIMUM EMBEDMENT NDEWE DISTANCEEXC DES 5T FOAM, BRIO AND OTHER WALL
<br />7EEM A-W HALL M K ,A
<br />FINISHES WALL FINISHES SHALL BE LIMITED TO 1/4" MAX DR SHALL BE VERIFIEDBY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO NOS- STRULTURE.
<br />BI CONCRETE ANCHORS NOTED HEREIN 6HALL BE EmarDDED TO UN -CRACKED CONCRETE ONLX.
<br />'3WHERE EXISTING STRUCTURE ISNOOD G EXISTING CONDIIONS MAY V Y FIEL
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<br />13. MINIMUM EMBEDMENT AN)) EDGE DISTANCE EXCLUDES STUCCO OR OTHER WAU_FINISHES.
<br />14DESIGNATES ANCHOAODAOAIONS VYHICA ARE NOT ACCEPTABLE USES.
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