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<br />—(SEE SECTION EZI h ALTERNATIVE aAW ON SHEET is)------
<br />Me-
<br />Mrn,
<br />00 Norm 2) 2)
<br />1/2*
<br />Vlr
<br />I - pop :.AST PANEL(Di TO SE INSTALISO AT EACH OPENING SHAU ALWAYS, BE
<br />6-1 -bi 41� --- a F.AWTATE WSI&LATION lf-17D
<br />FROGFE INSIDE Of' STRUCTURE.
<br />FROM INSIDE
<br />-76
<br />JL
<br />L 1A J --L
<br />SERIES ?ODG. E-Z HANG STORM PANEL SYSTEJA
<br />Lf I OF PANEL 4 Cont.. T111.1111 11 81 MID.
<br />END PANEL) (INTERK)R PANEL} (if RIOR PANEL) (INTERIOR PANEL) (ENE) PANEL)
<br />SEE NOTES 2. 3, 4 SHALL
<br />SEE NOTES 2, -0 TO 8OTTOM MACK
<br />(I) CHI PANELS ALWJ .11E CONNECTED
<br />OTHERWISE A STOP GAR BE PROVOLD AT TOP OF SUCH
<br />P&NO, Lchml PANELS.
<br />VIC P.1
<br />(3) IF EM PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECAON
<br />It SKAU, CONSIST OF 1/4*0-20.3/4' M.S, W/ 7,18'o%3/32" WING
<br />NUT ORL��4�40/;4 MIA, THUMBSCREW INTO TAPPED BOTTOM
<br />TRACI.C. 'ON FASTENERS MAY BE AT EroiCR OF TWO
<br />ST�"77-1` EXTERIOR FLAT FLANGES OF END PANEL,
<br />J- ISOD
<br />J.-
<br />or (4), IN CASE THAT END PAN" ARE NOT CONNECTED TO BOTTOM
<br />MAK TRACK (I.- A STOP BAR IS ONLY USED A! TOP) AT LEAST IWO
<br />T- i FANE"S SHALL BE CONNECTED TO SOTTOM TRACK USNO SPECS
<br />INDICATED ON NOTE IN SUCH CASE CONNECTION Or
<br />_(r Mj=-4
<br />JJ PANELS TO WITOM OCCUR AT ANY PANEL LOCATION
<br />d1j
<br />-1-j-LL.J-J-L1-1--J-J-L1 -J-1 L L -I J
<br />-
<br />SEE 0� 4 3,14-
<br />t" Ilan t fN5TAIATIONS ONLY VIALID FOR WIND W,.. 01�11 C7) ME
<br />/§
<br />NOTE
<br />ANCHORS 3 SPEED lip To 170 mp,h.
<br />--jSCE StCTION al 4k ALIEPkATW EZ rW all SHEET I IT,'--
<br />-091/18 rz, W/18
<br />TYPICAL ELEVATION EQR SERIES 2000 E—Z HANG STORM RANEL ri I SYSTEM
<br />SCALE: 3/32'-1-
<br />2,667-(wLM aem.Ap
<br />I *Kxr %xim
<br />MW. CAP
<br />C1
<br />SEI;TION A —A
<br />SCALE, 3/32'-1'
<br />FLOR3Dk BUILDING CODE (N.. High ftpalft Hurricane Zone
<br />24 GAGE DAtvA*rzEo STEEL Stow PANEL I "
<br />44167 1
<br />Z GLOBAL PROTECTION PRODUCTS, LLC.
<br />STATE 0 L "WS11,15IT-,
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<br />MV&D ENGINEEtING
<br />PRODUCT EVALUATION REPORT
<br />September 15. 2020
<br />Application Number 12MO. 1 - R2
<br />EX Project Number, 20-31543
<br />Product Manufacturer. AAAmetican Shutters and Glass
<br />Manufacturer Address. 1540 Donna Road
<br />Wast Palm Beach, FL 33409
<br />Product Nimro& DeWputin, 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation;
<br />This ProdurtEvaluallicin Report is being issued in accordance With the requirements olthe Flanda
<br />Department of Business and Professional Regulation (Flooda Building Camnifirmon) Rule Chapter
<br />8IG20-3.006, F.A' C-, for statewide acceptance per Method I (d), The product noted above has been
<br />tested andfor evaluated as summarized herein to show cornpiance with the Florida Building Code
<br />Seventh Edition (2020) and its, or the purpose Intended, at least equivalent to that required by this Code
<br />Re-evalustion of this productShall be required following pertinent Florida Butiffing Code modifications or
<br />revisions,
<br />Substantiating Data:
<br />- PRODUCT EVALUATION DOCUMENTS
<br />EX drawing *26-3iS43 tified '24ga Galvanized Steel Storm Panels (HVHZ & Non-kVHZ)`, sheets 1-5,
<br />prepared by Engineering Express. signed &seated by Frank Earmairdo, F.E. is tin integral pad of this
<br />Evaluation Report.
<br />- 3WREPORTS
<br />Uniform staine, smictural performance has been tested In accordance with TAS 202 test standards pat last
<br />terport(a) #BT-ASG-17-001 by Eflackwatter Testing, Inc,
<br />Lanqdf rr"le impact resistance and cyclic, loading performance has been tamed in accordance With TAS
<br />201 and TAS 203 testmandards per test repDrI(s) *ST-ASG-1 7-001 by Biackwater Testing. Inc.
<br />. STRUCTURAL ENONEEPJNG CALCULATIONS
<br />Structural engineering calcoldions have been prepared Which evaluate the product based Do
<br />Comparative and/or rational analysLS.te qualify the forcNing design critters:
<br />1, Maximum Allowable Spans
<br />2. Minimum Allowable Spates
<br />3- Minimum Glass Separation
<br />4, Anchor Spacing
<br />160 SIN 12T- AvENVE $11tTE 186, DEERFIELD BEACH, RORJOA 33442
<br />(954) 354-0660 1 (,866) 396-9999
<br />TEAM@ENGINFERING]EXPRESS, CON
<br />ENGINEERING txpn ess. cam
<br />ENGI - N E �: E RING
<br />Page 2ur2
<br />All American Shutters and Glass — 241go Offivartized Steel Storm Panels
<br />No 33% increase In allnwable stress; has been used In the design of this product.
<br />Separation from alazine is not required for Installations Outside of wind zone 4 and essential facildies.
<br />impact ftesistancw
<br />Large Impact Resistance has been demonstrated as Evidenced in previously Isted test report(s)• and is
<br />accounted for in the anigmeemilt design of this product.
<br />IffWad Load Resistance
<br />This product has been designed to resist wind loads as inidlicated in the span schedule(s) an 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 (i,e,
<br />engineering draviffing), along with all components noted therein,
<br />Product components shall be of the material specified in that ptoducfs respective Product Evaluation
<br />Document (i.e. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shag be in strict accOrdancewith tire respective Product Evaluation Document (Le
<br />engineering drawing) as noted herein.
<br />All supporting from structures STAR be designed to Radial ail superimposed loads and shall be of a material
<br />tasted in this product's respective anchor schedule. Most structure Conditions which are not accounted liff
<br />In this product's respective anchor schedule shall be designed for on a shni-spacgic basis by a registered
<br />pia lasslomi(orioneer.
<br />All components which are pentearently installed shalt be protected against corrosion, contamination. and
<br />other such damage at all times.
<br />This product has been designed for use within and otiftWe the High Velocity Hurricane Zone (HVHZ),
<br />Respectfully,
<br />Frard, Flermardo. PE
<br />ENGINEERING &PREse
<br />OPCO046549 I Cen Auth 98'9'
<br />160 SW 12"' AVENUE SUITE 106, DEetilrILO BEACH, FLoRloA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />7-
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<br />INSIALLAT-10 DETAILS EQR SERIES 200Q E—Z HANG STORM PANEL
<br />INIQ POURED C98CRETE, CQNC UCTURES
<br />Pf
<br />W .WW",
<br />cowcactir BLOCK -/4
<br />ANCHOR 12' 04,
<br />REQUIRED.
<br />44111 C_ #14.1* HEX TEK MOD WJW_(rtJ" Tor
<br />CH." fir 0 FROAr
<br />EDGE OF 6*
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<br />F11"44, LENCI" PANEL LENCTH
<br />-01 :4 To Lr THUMBSCREW
<br />10
<br />If GLASS- OF V
<br />or V
<br />If
<br />—07
<br />-.1/4*o TApcoN ANCHOR
<br />12' O'C'
<br />tleo TnPrON PLATE wow
<br />ANCHOR 0 12- 6,6
<br />-TE BLOCK REQUIRED
<br />CONCRZ L
<br />REWIRED,
<br />SIP lA0UNT1Nt3
<br />SE r ON Aft�
<br />SCALE 3/8=I- SCALE 318-l'
<br />NarES4 or- Elifi�-! FLORIDA BUILDING CODE (Non High'Vidlocify, Hurricane Zone)
<br />MIN- PANE low rLme, M L LENGTH
<br />I 24 GAGE GALVANIZED STEEL STORM PANEL
<br />INSTALLATION ARE ONLY VALID FOR A.&D- DESIGN SHAIL BE V-15"
<br />F,441
<br />T.
<br />PRESSURE RATING 40.0 AND W-0- MAX STATE 0
<br />TAT_ am
<br />PANEL LENGTH. 11LIECO C-10"L PROTECTION PRODUCTS, LLC,
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD am F� -qs,.
<br />p# 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC i)N
<br />/OtIAIL
<br />DENS" OF 0,55 OR EQUAL, al-OMI$4 DkMnid Nt
<br />OF Is
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />249a GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />IONAL
<br />PANELS MAY BE NOIFICHED PIS REOPT
<br />QUIRED.
<br />PROVlDE1i,THATtONNEq0OLISWItn' -205TETCH
<br />I0NS AND H-WASHERED
<br />ANCHM,AR5 USED WRIdi-ISATISFY wt NGNUTS FASTENED @
<br />SPANS ABOVE III BELOW COSTRIXTION. OVERLAPS 4 MI DSPAR D
<br />APPROPRIATE SPAN TAII.
<br />VERTICAL MOUNT ELEVATION
<br />(NOTCHED PANELS)
<br />\li./ %T.S. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24SAUMPANEL5
<br />MPIWOM STORM PAWL SiPAMTIOUMOM "M
<br />DESIGN 4a0wAeU,
<br />PRE RF !SPAN((ttt2.j
<br />(NsTA11ANN,5LM INSTAUATIONSGRIAlf.8
<br />Tf"VABOVE GRADE SHIN 3WASOVErRAM
<br />1 130.0.IN
<br />4O6,A 2,115 [A
<br />13011 Nc
<br />4"'Mm in
<br />T
<br />6,11 In
<br />f a6A 6
<br />SPAN SCHEDULE NOTES,
<br />1, ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD Ift PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM MLWWASLE STORM PANEL
<br />SPAN, SCHEDULE 15 ACCEPTAUSEBLE FOR WITH
<br />POSITIVE LOADS LEW THAN OR EQUAL TO
<br />NE v LOADS.
<br />2. 'PANEL FASTENERS- ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOIJNTING EKtRQ9ONS
<br />'"F"49ACX. STUDDED Ar!&. %.1)3 SEL52S5""',
<br />O.0 PANEL FASTENER SP �EVVA Lj
<br />ALL 'H', AND -U`-H1E4DLRS (INCLUDING BUILD OUT
<br />CONDITIONS),
<br />3, LINEAR INTERPOLATION BETWEEN LOADS is
<br />ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD,
<br />rl- MAXIMUM. ALLOWABLE
<br />DESIGN PRESSURES:
<br />ffNO�TED IN ID-153GN
<br />,_M"_
<br />DESIGN NOTES: SCHIWULE�5
<br />POSITIVE ;A--F:17iT1 —IP IJR?CALCU1L1TED
<br />TH,,,� , DESIGN L�E nET RM N PER
<br />SEPARATE
<br />ORMEQSQEW'T
<br />I,NF�i
<br />CPPUO
<br />NO
<br />G AIWNE
<br />AECP�C,YO
<br />RRHD'AgTN
<br />IOEErWITH THE E
<br />D0SOPFI*IE I&'Rf�%B JLR'NG C S'SO6BLES
<br />TTHAAN
<br />PRESU?rATrjVAE9j5&HEVREIN FOGANY
<br />ASSEML,MOWN
<br />- .. 1.
<br />N WYELMUM TESTED
<br />pn Diff , DRIOTHER MAPICUI� To THIS DDC0MflNT` �Nr ebA An HfVt
<br />!==%'l 'r1j'N".UM P1 a) LABEL
<br />3.0 Mf0--Vr9'N
<br />LANERkAN SHUTJOISANDOIASS'
<br />'T PALM
<br />" IS
<br />VISIT ECALM10131643
<br />FIR-5f—I Fl,'
<br />_A
<br />(5;=P4 ALLOWABLE SPAN SCHEDULE
<br />I.
<br />IMMUNE,
<br />I
<br />INMEACRIZA
<br />2� no swoml0N -qam 4W£-- 1. RkAtub WHEN tANF1,,EWT4H MaOLITEWWAn TAM w0m RN
<br />.C51MCTM MPUNITNO cd.w.,Im
<br />A*MW41000NT7kGOM0 WASISHtCP-PITA!WNW
<br />i"=tfl4RS& ALMftoIk NA wnHou Sri MV14 OR 6451 0 C,
<br />NFIS - -�l U.- MI III V TK 011WHX 'OF OA SaY." CL�AM�,
<br />0-�klmc i- P"'At wf, .5-MY Huvwl� 00MA"M SAY0. I. -IM *-W4
<br />GLASS SEPARATION NOTES:fi
<br />1, ENTER SPAN SCHEDULE WITH POSITIVEDESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENT111710 EIR PROTECTED.
<br />2- SCHEDULE IS REQUIRED FOR USE WITH POSTITVIF LOADS ONLY;
<br />INTERPOLATION BETWEEN LOADS 15 AcCEPTA6LC,.OTHEKW;SV USE NEXT HIGh rEP r1ft A&
<br />LOAD 3 MR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION
<br />SCNOT RINIOMED AND NO MINIMUM SEPARATION FROM
<br />OPENING IS ARQUIRIS),
<br />ri'vOPTIONAL INTERIOR FASTENING DETAIL
<br />I
<br />@ =%W S PANEL DETAIL
<br />5
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<br />.030' - 2- -4 2,aoo, 1-- 2,Doo- - TYP.
<br />RWLD-OUT HEADER Vh-� @Azt�
<br />560" 1 sea' MAX 0,376", 01t3°
<br />bas 55 65-
<br />12.500' PANEL t(NEWE— O.Bsti' D-I),
<br />1011"
<br />0; S45"
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<br />V .FlSL a 11
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<br />FI I!LkP �-XL —I4D)jNTCLQS0Ar fl-rg
<br />ANCHOR SPACING SCHEDULE:
<br />24CAUGE PANELS, PANISLFASTENER511112'5".Q;C,
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<br />ANCHOR NOTES:
<br />L ANCHOR SCHEDULE APPLIES TD ALL PRODUCTS CERTIFIED HEREIN BUT -ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, KAKIMVMA�LOWABLESPANSANaPRtS5V.RESINDI��ATED
<br />INE'AN SCHEDULE SHALL APPLY.
<br />13.
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