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<br />E:NGINEERING E:XPREBB*
<br />PRODUCT EVALUATIoINII REPORT
<br />September 15 2020
<br />Application Number. 171MIGA - R2
<br />EX Prolect Number, 2031543
<br />Product Manufacturer, All American Shurlitors and Glass
<br />Manufacturer Address 1540 Dorms Road
<br />Vilost Palm Beach. FL 33409
<br />Product Norm A Desimption 24ge Galvanized Steel South Panels
<br />Large M"Is Impact Resistant
<br />Scope of Evalluatilon:
<br />This Product Evaluation Report Is being issued in accordance with the requirements of the Florida
<br />Department of Busomm and Prolosiaortail Reguistan (Florida Sudding Comm"on) Rule Chapter
<br />01 G20-3 005. F.A.0 . for statewole acceptance per Method I (d) The product noted above has been
<br />tested and/or evaluated as summarized herein to show cornplionce with the Florida Building Code
<br />Seventh Edition (2020) and it. for the purpose intended, at foost Equivalent to that required by the Code
<br />Ra4voluabon of this product othall be required following pertinent Flodcls Building Code mockficallons or
<br />revisions.
<br />Substantiating Daft:
<br />. PRODUCT EVALUATION DOCUMENTS
<br />FX drawing #20-31643 tlUW '24ge GralKentrad Steel Stomi Panels (HVHZ 8 Non.HVHZ)*. sheatit 1-5.
<br />prepared by Engin"iing Expross, signed & sooled by Fronk Sormordo, P E. Is an Integral part of this
<br />Evolumbon Report
<br />. TEAT REPORTS
<br />Undorno Et;bC structural pedlarmance has been tested in accordance with TAS 202 test standards pat lost
<br />Noptill(s) T_ASG-17-001 by Slackwater Testing. Inc
<br />Large nossi implact resistance and cycle loading performancle has boon tested In accordance with TAS
<br />201 and TIES 203 test standaide per lost repon(s) #8T-ASG_ i7-001 by Ellackwalut Testing. Inc
<br />. 37RUCTURAL EN(UNSERING CALCULATIONS
<br />Structural anginiserling calculations have been prepared which evaluate the product based an
<br />comporaft" and/or rationel one" to quallill, the following design criteria
<br />1 Maximum Allowable Spans
<br />2. Mirdmund Allowable Spans
<br />3 Minimum Glow Separation
<br />4 Anchor Spacing
<br />160 SW 12'" AvFNur SUITE! 106, DIERFieLO BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEA, 0EftGIft1l!ltINGEX:R1SS.LOM
<br />ENC.INEER I N ,E RIP M IF .CON
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<br />All American Shuticrs and Glass - 24ga Galvaniyed SIM Storm Panels
<br />No 33% increase In allowable stress has been used In the design of this product,
<br />Separation (torn glazing is not required for Installations outside of wind tone 4 and assiontal facilities
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as mAdenoold In previouslIr bled W repoft(s). and Is
<br />accounted for in the Engineering design of this product.
<br />Wnd Load Resistance
<br />Thi product has been designed to Nosist wind Iondis as indicated In The span schodulsids) on the
<br />MI Product Evaluation Document 0 9 engineering dnavving).
<br />Instaftation
<br />This product shall be Installed in strict compliance with Its respoellids Product Evaluation Document ji a
<br />engineering drawing) along vAth all components noted theism.
<br />Product components shall be of the .. del specified In that product's respective Product Evoluldhort
<br />Document (i.e. Engineering drawing)
<br />Limitations & Conditions of Use:
<br />Use of INS product shell be an strict accordance with the respective Product Evaluation Document (i.*
<br />engineering drawong) as noted herein
<br />All suppodng host Structures shall be designed to roi SO superimposed leads and shall be at a material
<br />ilatsid in this product's respective anchor schedule, Host structure conditions which are not accounted lot
<br />in the product's respective anchor schedule shall be designed for an a Tifte,specAc basis by a regislared
<br />professional engineer
<br />All components whtch are permanently hisdalled shall be protected against corrosion, Contamination. and
<br />other such damage at SO times,
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ)
<br />Respectfully,
<br />"I .. ,.-:",,
<br />, , r=f__T,�__".
<br />�t�_!- __L��
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<br />Frank Bernardo. PE
<br />ENOINEERENC; ExPREse
<br />hPF(X)4654v I Cell Auill 085
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (666) 396-9999
<br />TIA"D EmainatilinGE xP Res&. CON
<br />EFiGINtERINGEXPRESS-COM
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<br />INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES
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<br />MGM, * 5111 LENGTH a .: 0.441 1. IAIPzV MTTM - 24 GAGE GALVANIZED STEEL STORM PANEL 11
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<br />I� INSTALLATION ARE ONLY VALID FOR MAX.. A.S,D DESIGN -6* J*: ; * I
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<br />MEMBERS TO BE SOUTHERN PONE No 2, W/ SPECIFIC - � I R - ii,t - -_ - -'-"I*(.)- .1
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<br />DENSITY OF 0,55 OR EQUAL� -
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<br />DESIGN PRESSURES: thItAID1111) . - ;
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<br />ITOP MOUNT (CONN� , ,,,jm if
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<br />- - - PR URF CAPACITY VAI UES LISTED HEREIN FOR ANY , �
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<br />t", WN / J� THEE, SPECIFICATION HAEA MEN DESIVNEDAND SHALL LIE PABATCATED IN III
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<br />I - , DESIGN PRIESSUOHIE5 NOTED HEREIN ARE EASED ON MMIMUM TESTED I : -
<br />I (T� TYPICAL VERTICAL MOUNT ELEVATION PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR, 3w: �� I I
<br />FLEVATEON OTH 0 rMAY1 'S 7 AD TIED
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<br />- CONDITIONS DrCTAT� PANELS MAYBE MOUNTED VERTICALLY C14
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<br />I - � JUMNINIFIES ILSAVM HARMLESS IMS eNGINrM FOR ALL. COST & DAMAGI!S Uld
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<br />SHU:CTVR�TH
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<br />5 I FLORIDA PRODUCT APPROVAL NUMBER
<br />PROVIDED THAT CONNECTIONS AND BOLTS WI WASHIERED -
<br />ANCHORS. ARE USED WHICH SA77ISFY WING NUTS FASTENED 0 4u-.31543
<br />� �I;PAN 3STRuCTION � OVERLAPS 0 VIDSPAN (USE .
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<br />ANCHOR SPACING SCHEDULE:
<br />14GAIJIGERAPAIELLS PENELFASI`ENERSS1125�CIC
<br />-
<br />2.S" EDGE DISTANCE
<br />.__
<br />�
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<br />F.essoew
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<br />SPAN up To r-r
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<br />CI C4 1
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<br />C1 C2 C4 C
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<br />ANCHOR NOTES:
<br />I ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIMLMAULOWADUFANCHOR SPACING. MAKI MUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN "EDUCE SKAU_ APPLY
<br />2 ENTER ANCHOR SCHEDULE HASFO ON PANEL FA5TENER SPACING. THE EXISTING STRUCTURE
<br />MAT ERI Al� It ANCHOR TIRE SELECT COSIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />I"D ON SHUTT Eli AND SELECT SPAN GREATER THAN OR EQUAL TO SHU17ER SPAN,6KPCr
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNITING OONDI ILON (91ti, MOUNTING DETAII SON
<br />SIIEE� 2 FOR IDE NTI FICA TION OF CONNECT ION TYPEJ.
<br />I PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />[T'-TRACX.STUDDEO ANGLE, ETC) LISE625"OC PANEL FA"NCFtSPAC3NG TABLE VALUES FOR
<br />ALL 'H'- AND -U'-HEADERS (INCLUDING BUIMU7 CONDITIONS)
<br />4 ANCI-03FUS SHALL BE INSTALLED IN AOCDADANCE WITH MANUFAC71I RECOMMENDATIONS.
<br />5, HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM I'D AASTM C90 BLOCK
<br />6 MVdMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULF.
<br />7 MINIMUMFIVAE ENT AND EDGE CILISTA WE FXCLU DEB STUD CO. FOAM, SAID(. AND OTHER WALL
<br />nNISHE% WALL FINISH FS SHALL ME LSMIT150 TO L/4' MAX Oq SHALL BE VERIF15D BY UIMM TO
<br />ADEQnIE ANSPER LOADS To HOST STRUL7URF
<br />0 N��R
<br />. E AN04ORS NOT ED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE- ONLY
<br />9, WHERE EXISTIRa STRUCTURE IS WOW FRAMING, FYISTI NO CONDITIONS MAY VARY� FIELD
<br />VERIFY THAT FASTENERS ARE INTOADEQUATI! WOOD FRAIMING MEMBERS, NOT PLYWOOD, FALVrF.NING
<br />70 PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSUR.e PIECES.
<br />10 WHERE ANCHORS FASTEN TO NARROW WE OF STUD FRAMING, FASTFINERSHALL SELOCATIED IN
<br />CENTER. OF NOMINAL 2" X 4" (MIN. � WOOD STUD EDGE DISTAINCEIS ACCEPTABLE FORWOOD
<br />FRAMING). WOOD STUD WU BE -.WrHERN PA. G-0,55 OR GREATER DENSITY. LAGSCILEW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />I I "MOVARL.E ANCHORS ARE, MWALT PAPRUMATF!, ALL40TIETS SCLIO-SE7 & BRA55 BUSHING
<br />Ll MACHINE SCR EVISISHIALLRAVE 1P- MINIMUM ENGAGEMIENT OR �READS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAL), TRESS HM, OR WAFEP HEAD (SIDEWALK BOLT) U RE 0
<br />-
<br />13 � MINIMUM EMBEDMENT ANp EDGE DISTANCE EXCLUDES STUCCO OR OT HER WALL FINISHES
<br />14, = DESIGNATES ANCHOA CONOrTIONS WHICH ARE NOT ACCEPTABLE USES.
<br />J�, * DIRECT MOUNITIING CCINDITIONS
<br />iE LI NEAR INTERPOLATION F, NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LASTED ON
<br />THIS SHEET
<br />- ""`AH,� 'I
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