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<br />ENGINEERING EXPRESS*
<br />PRODUCT EVALUATION REPORT
<br />September 15 2020.
<br />Application N umber: 7 -- R2
<br />-L@r1.
<br />EX Project Number 20-31 U3
<br />Product Manufacturer Aif American Shtittersand Glass
<br />Manufacturer Address- 1540 Donna Road
<br />West Palm Beach FL 33409
<br />Product Name& DescripDon24ga Galvanized Steel Storm Panels is
<br />Large Missile Impact Resisterd
<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 Building Commission) Rule Chapter
<br />611320-3,005, F A.C., for statewide acceptance per Methad 1(d). The product noted above has been
<br />tested and/of ea)uatadas summarized herein to show compliance with TheFloridab Bu-ddf Code
<br />Seventh Edition 202 and I far a purpose intended, at least equivalent tot t r uir the Code
<br />D s, the d ha ed
<br />{ r P P� q aq by
<br />Re-evaluationof this product beTacaitacfollowing pertinent FforiaBuilding s'n Coda t %xhcatons or
<br />revisions,
<br />,Substantiating data:
<br />• PRODUCT EVAWAIJON..DOCUDENTS
<br />EX drawing*2031643 titled "2 a Galvanized feel Storm Panels (HVHZ & Non-HVHZ)', sheets 1-5 t S H
<br />'fB t ) .
<br />prepared by Engineering Express, signed & sealed by Frank Bennardo, P,E. is an Integral partof this
<br />Evaluation Report.
<br />. TEST REPORTS
<br />Uniform static structural performance has been tested in accordance with TAS 202 test standards per test
<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 teststandEeds per test report(s) #BT-ASG-17-001 by Blackwater Testing, Inc.
<br />. STRUCTURAL ENGINEERJNG CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative andlor rational analysis to qualify the following design criteria:
<br />1. Maximum Allowable Spans
<br />2_ Minimum: Allowable Spans
<br />3 Mkronum Glass Separation
<br />4. Anchor Spacing.
<br />160 SW 12'^ AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1(866) 396-9999
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<br />Pale 2 or' -
<br />All American Shutters and Glass - 24ua Galvanized Sieel Storm Panels
<br />No 33% increase in allowable stress has been used in the design of this product.
<br />Separation from glazing is not required for installations outside of wind zone 4 and essential facilities,
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced In previously listed test Ta Drt(s)� and is
<br />accounted for In the engineering design of this product
<br />Wind Load Resistance
<br />This product h been designed o resist wind loads as indicated in the span s hedul on the
<br />T as d t ad e o e s)
<br />p g P
<br />respective Product Evaluation Document fie. engineering drawing),
<br />installation
<br />Tits 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 product's 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 />P )>g
<br />engineering drawing)as noted herein.
<br />.
<br />)Isupporting h t structures shall be designed it superimposed Toads ands all be of a material
<br />A host g So resist ah
<br />listed to Thia product's respective arc'or schedule- Host structu re conditions which are not a= n ed for
<br />in this product's respective anchor schedule shall be designed 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 a Sit times,
<br />This product has been designed for use within and outside the High Velocity Hurricane Zane (HVHZ).
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<br />ENGINEERING Ek'PRese
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<br />160 SW 12'" AVENUE SUITE 106, D€ERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
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<br />ANCHOR PRZESSURE
<br />Type P9F
<br />.I. Np ' I'
<br />f:V "' In "'".
<br />rMN I, Ill 111'-.UU-
<br />CONN TYPE
<br />C1 D2 114
<br />coolN TYPE
<br />CY CI C3 C4
<br />CONN TYPE
<br />CY [2 L C',
<br />,I, .T. RIU.. 33
<br />IN 1 41
<br />Rip{ � 46
<br />rs�"'"'•�'^ 52
<br />-2
<br />L2.5'
<br />I6,t7 ].60'
<br />10,9"
<br />1J.S
<br />16A"
<br />I'D" 7,5'
<br />12 S'
<br />16.0"160" 6.7"
<br />1,5'
<br />16D 6D
<br />aE"
<br />1Z,r
<br />l60'
<br />L5-o 6.1"
<br />129
<br />6a"24.e fia"
<br />L S
<br />]-O 160
<br />7.5"
<br />12.5
<br />160'
<br />I47" 6.0"
<br />129
<br />160'147' .0"
<br />Ll.5
<br />25'
<br />IS. -C'
<br />Zc dT
<br />6 9"
<br />6D"
<br />1Z. 5'
<br />1Z 5'
<br />1.."
<br />1 U
<br />14 7" 6 D"
<br />]47 6D"
<br />12 5
<br />12
<br />2 _R' ii > 6 P"
<br />6D'14- _D"
<br />p
<br />p
<br />r:Ll, 1 V2'CM1I6 33
<br />WOOD ei Ru. 4 1
<br />48
<br />52
<br />12
<br />125'
<br />16.0 160
<br />01"
<br />12S
<br />16 IV
<br />111 A"
<br />125
<br />6W 148 2"
<br />L 5'
<br />z
<br />16.0 1A1.
<br />6]"
<br />12S
<br />160'
<br />9 56"
<br />?
<br />1 5
<br />2
<br />160' 9.7 56'
<br />L 5'
<br />25'
<br />125'
<br />I"0, 110
<br />ISO SLY
<br />116.0 9E
<br />7.0"
<br />6.4"
<br />5,6""
<br />12 5
<br />11.5
<br />125
<br />:16,0
<br />1G❑"
<br />16,0"
<br />9 6 5 E"
<br />9 ,E
<br />9,6 66'
<br />II
<br />Y25
<br />12.5
<br />I6 O" If.",
<br />f.6 5.6"
<br />] D" &6 5.6"
<br />P&D° 9,'6" 5,6"
<br />%
<br />11q 111-v/ T11irt, 33
<br />t PGw'CFAS' 41
<br />A R
<br />49
<br />7IL12
<br />TZ
<br />125
<br />16,0ISO"
<br />ILS
<br />16,0"
<br />115'
<br />125
<br />36,0'70.2':
<br />17.
<br />15,7 13, 3.
<br />1 5
<br />16.0"
<br />S2
<br />125
<br />16'fl" 9,2".
<br />i2 5
<br />16: 4"
<br />D 11:
<br />1 5
<br />2
<br />16 el'
<br />9,11
<br />12 S
<br />154' 9,1"
<br />s'
<br />12.SI
<br />Is.a 10,5"
<br />le.❑ 91.
<br />IB S
<br />123
<br />10:0"
<br />16:0"
<br />9t0
<br />91
<br />125
<br />125
<br />is.0'
<br />3 V'4.1"
<br />U J "6":EMEED
<br />7/3 X .3
<br />'
<br />A a I- RI11 41
<br />1 N Ili H B �.
<br />WOOD tHI-tit 48
<br />iz :
<br />72
<br />L25"
<br />,.
<br />16.0 86
<br />J "
<br />3
<br />i25
<br />15,5'
<br />EO 51:"
<br />125
<br />3 ' S.3
<br />1 8 4`"
<br />L '.
<br />2.
<br />1 0 r.0'
<br />G
<br />S.9"
<br />32.5'
<br />12.5
<br />4 8 4 ]"
<br />.� "
<br />4 6
<br />12.4" 4a'd S"..
<br />L2.S"
<br />114 59"
<br />5A"
<br />6e25"
<br />12.3"
<br />47' 4.0'
<br />'625"
<br />12.3" 4:7' 4.0"
<br />L -S
<br />5 '
<br />5
<br />4.7 "
<br />..I V'
<br />12 I
<br />b? 4 0"
<br />' 25
<br />12 " <-D"
<br />S 4:
<br />6.?5"
<br />]2; 4 T'
<br />4.D"
<br />G.25'
<br />12 3"
<br />43401
<br />G.25
<br />12,3" a_T." 9.D"
<br />ANCHOR T NOTES:
<br />1 ANCHOR SCHEDULE APPLIES TD ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAXI MUM ALLOWABLE SPANS AND PRESSU RESINDICATED
<br />IN SPAN SCHEDULE SHALL APPLY.
<br />ENTERANCHOR SCHEDULE Et45EDClN PANEL FASTENER SPACING THE EXISTING STRUCTURE
<br />z R
<br />MATERIAL a ANCHOR TYFE- 9�EC-r DESIGN LOAD GREATER THAN ORE ALTO NEGATIVE DESIGN
<br />x
<br />LOADO ER AND SELECT SPAN GREATER H O EQUAL SNUTTE SPAN,SELECT
<br />N ION TT T THAN R QUA R
<br />CONNECTION TYPE BASED ON AFP&OPWATE MOUNTING CONDITION (SEE MOUNTING DETCL50N
<br />SHEET 2 FOR IDENTIFICATION OF TYPE),
<br />3. "PANEL FASTENERS" ARE STUDS USED i CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />N T
<br />"F"-TRACK STUDDED ANGLE ETC USE H a5 U C PANEL FASTENER SPACNG TABLE VALUES FOR.
<br />A
<br />AL "H' -AND "U' HE DERS iPlCLUDI NG BUILDOUi CONCIITZDN ' A S { )
<br />4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WRH MANUFpCN RERS' RECOMMENDATIONS:
<br />5NOLL BEMBEDMENT
<br />L CRHOST TR CiU ES LL CONFORM TO C90 BLOCK,
<br />6, MINIMUM M EDMEN75 LL 6E AS,NOTED IN CH R SCHEDULE
<br />7 MINIMUM EMBEDMENT AND EDGECN9TANCE EXCLUDES STUCCO, FQ4M BRICK AND OTHE0. w-LL
<br />A
<br />FINISHES WALL FIIatSH E55HA1_L HE LiMITEDTDlf4 MAX C!F SHALL BE VERIFIED BY OTHERS 70
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />a. CONCRETE ANCHORS OI ED HEREIN BRALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY-
<br />9, WHERE EXISTING STRUCTURE IS WOO FRAMING, EXISTING CONDITIONS MAY VARY FIELD
<br />VERIFY THAT FASTENERS ARE INTOADEQQATE WOOD FRAMING MEMBERS, NOT PL WOOD, FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR 510E CLOSURE PIECES. SOWHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL T x 4" (MIN,) WOOD STUD (W" EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STUD SHALL BE"SOUTHERN VINE "G=05S OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD,
<br />11 REMOVABLE ANCHORS ARE DEWALi PANELMATE .ALL -POINTS SOLID-51:S W T & BRABUSHG
<br />12. MACHINE SCREWS SHALL HAVE IR"MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRll55 HEAD, OR WAFER HEAD (S10EWALK BOLT) UNTO.
<br />13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OROTHEP WALL FINISHES.
<br />14, M DESIGNATES ANCHOR OL INDITIONS WHICH ARE NOT ACCEPTABLE USES,
<br />I5. * DIRECT MOUNTING CONDITIONS.
<br />L6. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES L15TED ON
<br />THIS SHEET
<br />1543
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