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<br />ENGINEERING EXPRESS*
<br />PRODUCT EVALUATION REPORT
<br />September 1S.2020
<br />Application Number. 17869 1 - R2
<br />EX Project Number 20-31543
<br />Product Manufacturer All American Shutters and Glass
<br />Manufactuter Address1540 Donna Road
<br />West Patin Beach FL 33409
<br />Product Name E Description 24ga Galvanized Steel Slorm 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 Regulator, (Florida Building Comrrsssion) Rule Chapter
<br />61 G20-3 005 F.A.0 . for statewide acceptance Per Method I(d) The product noted above has been
<br />tested and/or evaluated as summanzed 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 by the Code
<br />Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or
<br />revisions
<br />Substantiating Data.
<br />• Q�ODUCT EVALUATION DOCUMENTS
<br />EX dravang Al2g-31543 D11M'24ga GaNaUnM ed Steel Storm Panels (HVHZ & Non-HVHZ). streets 1-5
<br />Prepared by Engineering Express, signed & seated by Frank Bernardo, P E Ps an integral part of this
<br />Evaluation Report
<br />• TEST REPORTS
<br />r A test standards i test
<br />Uni
<br />form static structural performance has been tested in accordance with TAS 202 es d (Je
<br />17 T I re - s #BT-ASG -QO1 D Blackv+ater Testing nc
<br />P� l) Y rig.
<br />Large missile Impact resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 203 lost standards Per test report(s) 1P8T-ASG-17-001 by Blackwaler Testing. Inc
<br />STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have bean prepared which evakiate the product based on
<br />comparative and/or rational analysis to qualify the following design criteria
<br />1 Maximum Allowable Spans
<br />2 Minimum Allowable Spares
<br />3 Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12"' AVENUE SUITE 106, ❑EERFIELD BEACH, FLORIDA 3344
<br />(954) 354.0660 1 (866) 396 9999
<br />TEAMCOENGIN E FRINGEXP0.E55.0 ON
<br />ENGINES AIN GE APE 55 Co.
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<br />All :Amendan Shultcrs and (iluss - 24ga Gal%anized Steci SIL1nH Panels
<br />No 33% increase in allowable stress has been used in the design of this product.
<br />Separation from glazing is not required lot installations outside of wind zone 4 and essential facilities
<br />Impact Resistance:
<br />Largo Impact Resistance has been demonstrated as evidenced In previously listed test report(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 schedules) on the
<br />respective Product Evaluation Document (I a engineering drawing)
<br />Installation
<br />This Product shall be installed in strict compliance with its respective Product Evaluation Document 1, It
<br />engineering diawmg) along with all components noted therem
<br />Product components shall be or 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 wim the respective Product Evaluation Document (i e
<br />engineering drawing) as noted herein
<br />All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
<br />listed In this product's respective anchor schedule. Host structure conditions wtucb are not accounted for
<br />in this products respective anchor schedule shalt be designed for on a site-spectfic basis by a registered
<br />professional engineer
<br />Icontamination 1
<br />r amen IrlStalled shall he protected against corrosion, and
<br />All components which are rm 1 N P 9 Po De
<br />other such damage at all times
<br />This product has been designed lot use within and outside the High Velocity Hurricane Zone (HVHZ)
<br />Respectfully
<br />Frank Bennardo. PE
<br />ENGINEERING EXPRESS`
<br />fiPF0046i4l) I Cen Audi 11W
<br />160 SW 12'' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954I 354-0660 1(866)396-9999
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<br />SECTION E21 L� TERNATIVE EZ1W
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<br />CODE (Non Hur.iccne Zo'+e)
<br />14=: * MIN, PANEL LENG"H Z - s rr
<br />iii D. 441 _ `m'ro T:,liw. 4K.' 24 GAGE GALVANIZED STEEL STORM PANEL -
<br />I INSTALLATION ARE ONLY VALID FOR MAX. AS. D. DESIGN SHAH BE 2'-6' _ * i Tt * C T'"I"4a r
<br />PRESSURE RATING +/- 40,0 P e f AND 6.-0" MAX - .p STAT _ 0%� ;- _ w/n7maA
<br />�E GLOBAL PROTECTION PRODUCTS, LLC.I
<br />PANEL LENGTH. y r" C O EHc\i
<br />2. FOR NEW WOOD FR1ME CONSTRUCTION: WOOD %., �f.• fCJn111} f, c ,'LI , Till NG A EN91�wo Cov.ANY n s - T, y�
<br />MEMBERS '0 BE SOIJTNEHN PINE No 2, W/ SPECITIC C rti�2���222""��. i'p i:` .,, — s. vN IVIt r1..vl1 ar.AM. Irv, 20-175
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<br />ALL AM ERICAN SHUTTERS AND GLASS 1 MAXIMUM ALLOWABLE Fr W mill , =_
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ &NON-HVHZ) DESIGN PRESSURES: 4 . , ,.:it. m 3 \ J
<br />AS NOT® 1N DE>ICN
<br />DESIGN NOTES: SCHEDULES a p
<br />T L1 CALCULATED WIDTH UNLIMITED FOR USE AND NEGATIVE DESIGN PRESSURES ALCULA ED W YT x
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER $$
<br />(RETIE. TO PANEL SPAN) SEPARATE ENGINEERING IN ACCORDANCE WITH THE N m 4a 6 E l
<br />GOVERNING CODE, FRE"4SURE REQpUUIREMEMS AE
<br />TOP MOUNT (CONN TYP, DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER O =..
<br />TYPE 4-5 REQ'D) SECTIONS 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN U I
<br />'' \\ OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN W>
<br />OPTIONAL / "-X] STITCH PRESSURE CAPACITY VALUES LISTED HEREIN F00. ANY P--
<br />SCATS WITH WASHERED ASSEMBLY AS SHOWN. IDWINGNUTS FASTENED * 11
<br />OVERLAPS RID MIDSPAN (USE GENERAL NOTES:
<br />'y 4 , •- APPROPRIATE SPAN TABLE) 3 Ga 1 V
<br />8 y 2 I. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN +', 07.
<br />r O t2 ACCORDANCE WITH THE REQUIREMENTS Of THE FLORIDA eU{LDWG CODE Y O W
<br />I-J K z . FLAN VIE\Y SEVENTH EDITION (2020) FOR L5E INSIDE AND OUTSIDE OF THE HVHZ: PER m O
<br />In Dd TA5201, 202 AND ALL TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE
<br />7 O AND CONFORM TO ALL LOCAL BUILDWG CODE AMENDMENTS WHICH MAY n . �J APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE EA
<br />PIC. I56" ADDRTONAL SITE -SPECIFIC SEALED ENGINEERING.
<br />w . a a 2 NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
<br />:+� S LL _ DESIGN O F THIS SYSTEM
<br />3. THE ARi HP7TCT(ENGINEER OF RECORD TOR THE PROJECT
<br />-/ � SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SMALL M RESPONSIBLE (D
<br />MR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH U(
<br />Y SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR, in F8
<br />/ I� 4 SCPARATC'SM-SlKIFLC' S&A D E.Mi EERING SHALL OE REEpp IRE. IN 2
<br />BUTTON MCV NI l ( i ORDER TO DEVIATE FROM LOADS DEFLECTION& OR SPANS CONTAVVJED Q $
<br />HEREIN. <ONTACTTHIS ENGI EE FOR ALTERNATE SPAT CALCULATIOrIS AS
<br />- {CCNN TYPE AS \ I MAY Be A UIRe" N f A m III
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<br />It _ RFQ'D) I y s THE SKTDM DETAILED HEREIN IS GEN[RCE AND ODES NOT PROVIDE � It yI
<br />INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDTTIONS DIFFERENT FROM W
<br />MAY BE AT TOPS _ _ ' O 3P5" THE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTERED t I pig
<br />APCNPECTSHALLPRUARESITESPECIFICD LIMENTS FOR USE iN C
<br />&BOTTON
<br />M CONJUCFIOII IYTPH THIS DOCUMENT � I 2
<br />1 TYPICAL VERTICAL MOUNT ELEVATION 6. DESIGNDREED BY NOTED.5HEREIN ARE 0A6E0 ON MAXIMUM TEETH) 3:,. Gj
<br />PRESSURES D1 V10E0 BY A 3.5 SAFETY FACT00.. -L'nr
<br />1 7 ALL FASTEN 6L5 TO BE CL OR GREATER SA£ GRADE 5 UNLESS NOTED 4 j�f;
<br />N T S ELEVATION OTHERLWME. FASTENERS SHALL 8E CADMIUM -PLATED OR OTHERWISE Z m R or. Q
<br />CORROSION RESISTANT MATERIAL AND 5HALL COMPLY W RN -SPECIFICATIONS ``�a'
<br />FOR ALUMINUM STRUCTURES' SECTION 13aY THE ALUMINUM ASSOCIATION, �~
<br />TOP MOUNT iNC„ B AWY APPLICABLE FEOEINL, STATE, AND(OR LOCAL CODES (, i
<br />0 ALLSTORM PANELS SHALL BE 24GA STEEL. La0.024" R' . TV'PE I'H,AB a STDRM PANELS SHALL CONFORM TO ASTIq 4h53 STRUCTURALOUP—SSPAN ABWF v I F
<br />STEELU. LUMI AM EATRMONS WITHAMINIMUM 45NNSI WA' P 'D( T,EQ I -I— TRUCTICN41 UNLESSS NOTE6`I`OTHERIITIRSESIDNS SHALL BE 606}Tb ALUMINUM ALLOP', �
<br />11. TOP N BOTTOM DETAILS SHQ%'IN MAY BE INTERChANGED AS FIELD Q
<br />t,-,.,
<br />OM CONDITIONS DICTATE. PANEL. NAY BE MOUNTED VERTICALLV OR J
<br />T HORIZONTALLY AS APPL{CABLE. :J
<br />- 12 C[wCRETE ANCHORS tgTE. HEREIN SHALL eE ENBEDDEp TCI <[
<br />N n NOH-CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />�.: 3 Q'D) MAN UFAGTURERS RECOMMENDATIONS.
<br />T 13. THE CONTRACTOR 15 RESPONSIBLEM INSULATE DR PROTEC ALL Egl LF.c sM
<br />O g MEMeE'RS FROM OISSIMIIAR MATERIALS TO PREVENT ELECTROLY515. o D LT I iL I�
<br />�LL,�
<br />nN lb. EtKaIN ER SEAL AFFL%ED HERE 0 ALIDATE STR RA DES[bN AS
<br />KEN
<br />—(LOCATION ON E T v S VCTU L
<br />E WN ON Lt'. USE TH SP [ CA N Y r TOR I L 6yI
<br />��>c - (LOCATION MAY VARY SHO IS EC n TEl B COM RAC E q R a � H
<br />f 1 INOEMNIRES 4 SAVES HARMLESS THIS ENGINEER FOR ALL COST a IA140.'3ES G
<br />N n w 1NC W DING LEGAL FEES 8 APPELLATE FEES P ESU lTW G FROM MATERIAL
<br />�I ? WN7 FABft1CATWNI SYSTEM ERECTION, A CONSTRUCTION PRACTICES BEYOND THAT d aE [ PV II!0oWHICH IS CALL® FOR BYLOCAL, STATE, S FEDERAL CODES a FROM S x D TYPEDEVIATIONS OF THIS PLAr1Q'I) 13. EXCEPT AS EXPRESSLY PROVICtD NME1ti, NO ADDrrIOtIAL j
<br />CEPTIPTCATIONS OR AFFIRMATIONS APE INTENDED.
<br />le. A TERATIONS. ADDITIONS. OR CmNER MARP IRGS TO THIS D.CUMENT I I Fp,
<br />1-� ARE NOT FERMITIED AIND iNVALIOATE THIS CERTIFICATLON a l� `
<br />BC•TTt7M MOUNT f[7JNIV LnTax ]7. PANEL54HAUBEPERMANE-NTLY LABELED WrrHA MINIMUMOF f1) LABEL a P11i
<br />(SPAN BELOW AIR EVERY 3.0 FEET. CONTAIININGTHE FOLLOWING INFORMATION'. I, E fL g
<br />TYPE AS REO'DI ALLAMERICAN SHLITTERSA.ND GLASS I C
<br />OBSTRUCTION) WEST PALM BEACH, F-L a H I
<br />FitE
<br />I•ANELS MAY BE NOICHED AS REQUIRED I OPTLON AL y''-2D STITCH A5201, TAUS 202 RTA5 203
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<br />ANCHOR SC tE ULE APPLIES TDALL PRODUCTS CERTIFIED HEREIN, 6 Y PR D S O RE BUT ONLY OV1oES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MARL MUM ALLOWABLE SPANS AND PRESSV RS [ C T NDI A ED
<br />SPAN LESHALL APPLY.
<br />2 ENTER ANCHOR SCHEDULE BASED ON FASTENER SPACING. THE ECSTING STRUCTURE
<br />MATERIAL,a ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER 5PAN,SELECT
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<br />SHEET 2 FOR EM'I FICATION OF CONNECTION TYPE .
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<br />3 'DAt�L FABTENEt16" ARE STUDS USED IN OOW UNCT ON WITH NT i TE MOUNTING E VALUES
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<br />4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFA11'URERS' kLCDMMENOATlt)o
<br />5. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK.
<br />6 MINIMUM ENIBEDMB4T SHALL BE AS NOTED IN ANO+OR SCHEDULE
<br />7 MDVI MUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL
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<br />8CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY
<br />9. WHERE EXISTING STRUCTURE SWOOD
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<br />14. 1� DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />L5 * DIRECT MOUNTING CONDITION5
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