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EZi/18,
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<br />ANCHORS
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<br />(SEE SECTION EZh k ALTERNATIVE EZ1W ON SHEET
<br />(#)(SEE NOTE 2)
<br />-0. STONE ,
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<br />f,6Cht Edit
<br />3f t6 r ALUMINI,tts
<br />O O OG s
<br />! , (PROvITHED
<br />:" 1i I 77nl
<br />LRIM PANE"LQ TO 8E INSTALLED A?' EACH OPEiiiNG SHALL A"LWAI'S 9E
<br />WJ REAR' HANDLETO FACILITATE INSTALLATION it' INTENDED
<br />INSEALLE@ FRONTINSIOE OF STRUCTURE1
<br />ARBE
<br />I
<br />i 7..�
<br />jj �INTERKYR PANEL) INTERIOR PANEL)
<br />I i (ENO PANEL) i _- (j
<br />NOES 2. Ir d ! I
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<br />I - 1 All I i *
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<br />� (INTERIOR PANEL) � .)_., - Or 'L (11 pEt7NmON OF131ES.O, E-Z NANG 5TORM PANEL SYSTEM
<br />l E (END PAWL) � M1X' CONSISTING OF PANEL +Clink. 'TRACKS TOP & BOTTOM,SEE
<br />SCENOTES 2. 3, 4
<br />.
<br />1 I ty p -V (,2) END PANELS SHAU ALWAYS BE C4E PRO0 TO BOTTOM TRACK
<br />I. MAX Of'HF"'RW15E A STOP BAR (�-SHALT BE AT TOP OF SIJCrI
<br />{ 1 Y PANEL LENGDi PANELS.
<br />` 1 (� # _ a >- ao.Q o-a.r
<br />[j (3) IF f..NO PANELS ARE CONNECTED TO BInl7M TRACK, CONNECTION
<br />1 I
<br />i
<br />1 I I jjjj _kSECTIONS
<br />SHALL CONSIST OF 1/4"m-2Ox3/4' M.S. W/ ;/B% 103x` WING
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<br />NUT OR 1/A"0X,3/4' Min. THUMBSCREW INTO TAPPED BOTTOM
<br />I TRACK. U0;TZIYOF FASTENERS MAY BE AT EFFHER OF TWO
<br />EXTERIOR FLAT FLANGES OF END PANEL.
<br />`....k i i. i 1Y_._i__L) Sby
<br />-
<br />-.__..._,,.A,
<br />Of 1
<br />: (4). IN CASE THAT END PANELS ARE NOT CONNECT;'D ?0 BOTTOM
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<br />--) -. 1 T--- T' -' --,- MAX.
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<br />TRACK (I.a. A STOP BAN IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SN,N.!_ BE CONNECTED TO BOTTOM TRACK USING SPECS
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<br />INDICATED ON NOTE (3} ABOVE. IN SUCH CASE, CONNECTION OP
<br />..! PANELS i0 BOTTOM TR. MAY 6CCUR AT ANY Pam' LOCATION,
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<br />STY NOTE 4----
<br />I , S.
<br />:SEE t° Mon
<br />-
<br />t INSTALLATIONS ONLY VAUD FOR WINO.
<br />ANCI`OR6
<br />SPEED UP TO 170 m-pm.
<br />SEtNON En h ALTERNATNNE MW ON
<br />SFgFi;a' - ._.....,_. _..�. ... __..,.,.....
<br />Eg1 /18,
<br />EZ1 W/18
<br />TYPICALO00
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<br />SCALE: 3/32"=1"
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<br />5ECION A-
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<br />SCALE: 3 32"=1"
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<br />FLORiDA BUiLD1NG arpOE Non t11.- h Vefocit 1lurrtocne 2ana.
<br />24 GAGE GALVAPIM STEEL STORM PANEL,:
<br />FTATE w
<br />ir. EGC�two€. LOBAL PROTECTION PRODUCTS, LLC.
<br />r 31at420-175
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<br />ENG,I JJEERING
<br />ENi3INE:ERINC•3 EXPReai3e
<br />PRODUCT EVALUATION REPORT
<br />September16,2020
<br />Application Number, t7f168.9 - R2
<br />EX Project Number; 20-31543
<br />Product Manufacturer, All Amorican Shutters and Glass
<br />Manufacturer Address 1540 Donna Road
<br />West Palm Beach, FL 33409
<br />Product Name & Description: 249a 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 Building Commission) Rule Chapter
<br />61 G20-3,005. FA.C„ for statewide acceptance per Method 1(d), The product noted above has been
<br />tested and/or evaluated as sum Nrdzed herein to show compliance with the Building Code
<br />Seventh Edition (2020) and Is, for the purpose Intended, at least equivalent to that required by the Code.
<br />fie-evaluallon of this product shall be required following padineM Ftorids Building Code modificationsor
<br />revisions.
<br />Substantiating Data:
<br />• PRODUCT EVALUATION DOCkljl()„EfM
<br />FX drawing #20.31543 titled 124ga Galvanized Steel Storm Panels (HVI4Z It NIxn_H 1MZ)", thee% 1-6,
<br />prepared by Engineering Express, signed & selated by Frank Bennardp, P.E. is an integral part of this
<br />Evaluation Report.
<br />TESTREPORTS
<br />Uniform static structural performance has been tested in accordance with TAS202 test standards per test
<br />report(s) OBT-ASG-17-001 by Blacilwater Testing, Inc.
<br />Large missile impact resistance and cyclic loading Performance has been bested In accordance with TAS
<br />201 and TAS 203 test standards per test report(s) #17-001 by Blaclovater Testing. Inc.
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural englneating calculations haft been prepared which evaluate the pToduct baud an
<br />comparative and/or rational analysis to quality the following design Othello:
<br />1_ Maximum Allowable Spans
<br />2, Minimum Allowable Spans
<br />3. Minimum Glass Separation
<br />4, Anchor Spacing
<br />160 SW 12"" AVENUE SUITE 106, DEERFIELD BEACH,FLORfoA. 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAHOEnGiNEERING ExPRE55, CDN
<br />ENG1N££RINGExFx E95.LDM
<br />ENGINEERING
<br />Page 2 of 2
<br />All ;+Anferican Shutters acid Glass - 24ga Galvanized Sleet Storm Panels
<br />No 33% increase In allowable stress has been used in the design pf this.. product_
<br />Separation from glazing is not required for Insiallahons. outside of wind zone 4 and essential facipfies.
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced in previously Wed test repod(s); and fs
<br />accounted M in the ongineering design of this product.
<br />Wind Load Resistance
<br />This product has been designed to resist wind loads as indicated In the span schedule{s) on the
<br />respective Product Evaluation Document (I,e, onglnaedng drawing),
<br />Installation
<br />This product shall N Installed in strict compliance with Its respective Product Evaluation Document (i o-
<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 />Docurnent (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 />engineering drawing) as noted herein
<br />All supporting host structures shelf be designed to rosist ail superimposed Wads and shall be of a material
<br />Wed in this product's respective anchor schadule. How structure conditions which are not accounted lot
<br />In this product's respective anchor schedule shad be designed for on a site -specific basis by a registered
<br />professlonafengineer.
<br />AI components Which are permanently installed shell be protected against corrosion,contamination, and
<br />I mpo wit perms tiY pr acted g
<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 />Respe tC3illy,
<br />E4.1�
<br />Q`-'' A-Yc if4Smnr1-'
<br />Frank Berinarda, PE
<br />ENGINEERING EXPRESS'"'
<br />4JIF0046549 I Cell Auth. 9885
<br />360 SW sit" AVENUE STTTE 106, DEERFIELD BEACH, RoRtOA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM @EMGMEERINGEx PRESS.COM
<br />ENGINEERINGE%pRESS..GOM
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<br />�ECTI iN JZI
<br />SCALE 3/8=1" SCALE 3/BSCALE -l'
<br />r� 5 EN $ ?
<br />FLORIDA BUII.0)NG CODE (Non High Velocity No rtcope Zona)
<br />E*WN. PANEL LENGTFI O, 44S z sum t'IMM xc,. 24 GAGE G1U-V14NfZE0 STEEL STORM PANELrl'.L
<br />BE 2'-6`nRan3Wr-
<br />INSTa4LLATION ARE ONLY VALID .FOR MAX. A.S.6_ DESIGNALL
<br />Pr1 /amP
<br />PRESStIRE RATING +/- 40;0 P.s.f. AND ®"-0" MAST 14'. STATE t) �/�L+1' �+PRODUCTS,
<br />PANEL LENGTH. !f L. Ili r INC.�rL tL PROTECT PR UCTS, LLC. ascc
<br />2. FOR NEW WOODY FRAME CONSTIRUOTK)N; WOOD '.�� *. "' .003 . - 4 1rw t ERINo cowArn .ex 1r.X. at s I
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<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC*4 `''tCi'd•L- 1*�}
<br />H,Y (.6-Ma0.0n,7
<br />DENSITY OF OM OR EQUAL, ! Ai7 cA-OW6712
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<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZEDSTEEL STORM PANELS �HVHZ & NON-HVHZ)
<br />QOTTOM MOUNT
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<br />a BOTTOMi TYPICAL VERTICAL MOUNT. ELEVATION
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<br />P (LDCAllll MAY VARY)
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<br />_._ .._. (ASORQo1E
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<br />1 NTS,..
<br />ELEVATION-
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<br />SEPARATION SCHEDULE;
<br />24G U a GE PANELS
<br />USTORM- SEPARATION ROM MINIMUM PAN L E SFPARA Nf GLASS
<br />I/VH WINDZONE4& ESSENTIM EAOI ITIES
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<br />MAXIMUM,._
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<br />RSCHEDULE NO S AN ES' T
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD S PANR FASTENER. SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEI.
<br />t
<br />SPAN. SCHEDULE 75 ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS, LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS. -
<br />2. 'PANEL FASTENERS" ARE STUDS USED fN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />('F-TRACKSTUDDED
<br />°DNEANGLE,.'.E:.rC.}. USE 6. XS'
<br />O,e.'PANEL FASTENER SPACTNABLE VALUES FOR DR
<br />AilN"- AND" .HEADERS (INCLUDING BUILD OUT
<br />CONDITIONS),
<br />3 EA INTERPOLATION BETWEEN Lna R I HERWISE UEXTH LOADS IS
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />it MTEii SPAN PO LOAr7 TO DETERMINE
<br />'J
<br />A T
<br />M THE'OPENIN
<br />MINIMUM ALLOW. 8LE SEPARATION FROM THE OPENING O BE PROTECTED
<br />U5 SEPARATION
<br />2, SCHEDULE IS REQUIRED FOR USE WITH POSTT[VE LOADS ONLY
<br />WTM
<br />CNTERfiOLATtON BETWEEN LOAM YS.ACCEPrABLE, OTHERWISE UST€.Nnd HIGHER
<br />f [nM'
<br />LOAD,
<br />F N tt F HZ AN OUTSIDE OF r3 TIAL
<br />3. OR T W INS O THE aH O OUTS. SN
<br />N AST
<br />F A S THROUGH T SEPARATION ACILTTLE-TN y"T'RWING ZONES
<br />ZONES i 14,E S
<br />itum43.
<br />T
<br />SCHEDULE 15 ND'r REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING 15 R - IRED,. -
<br />'
<br />FRA7fk F, ROD FE
<br />t PELW S+IpC13 9685 -:
<br />MAXIMUM ALLOWABLE gL!_�a.-
<br />Q1 SIGN PRESSURES:
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<br />AS NOTED IN DESIGN
<br />DESIGN NOTES:
<br />�, �p
<br />PQS#7tyE AND NEGATh+f DF,SSGN PRESSUREa CALCULATED
<br />FDR LISE WtTH''TNiB5r5tEM'SMALL BE DETERMINED
<br />'SEPARATE
<br />ENG IN - No IN,ACCORDANCE WITH THE
<br />GO,VER�EaNG CODp�_RESSURE REQUIREMENTS AS
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<br />PRESSURE CAPACrry vaLUES LISTED HE, NEDR ANY
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<br />L 60'
<br />9.a"
<br />12 S'
<br />5 9:2"-
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<br />12, 5'
<br />Ifi.D' 4:1"
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<br />16.P': 1RE3"
<br />xsD 1'
<br />9
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<br />12.51
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<br />91"
<br />12.11
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<br />.5.25'
<br />YT.4' 49' : �1"
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<br />6.25'^
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<br />123 47„
<br />ANCHOR NOTES:
<br />FIED'HE0. N. BUTO L RIDES
<br />D€Rn ES Y
<br />A1kOWABEE5PAN5 AND PRESSl1RES INDIGP.TED
<br />4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MMUFAMBPERS' RECPMMENDATIDNS
<br />:S HOL OUW DL STS URES� . LLCONFO TO C9p'' Lt7Cif,
<br />L OCIR M HALL LTA RM SME - s
<br />E MWiMUM EMaEDMEN7 SHALL DF AfiNDT®IN ANCHOR SCHEDULE,
<br />7 MaN1MUM EMBED F3NT ND EDGE OISTR CE E�CW DES 5T Cr3 FOA B AND GTHER W LL M A W UC M RI A
<br />FI NI6HEc WALL FINISHE55HALL BE wM]TEI1TD Lj¢ MAY.'00.5HALL BE yERIFIED eY LNTHC-RS TO
<br />ADEI�iATELY TR ANSFHt L0t4D5 TO HOST STRUCTURE
<br />CONCRETE ANCHORS NOTED HERUM SHALL BE EMBEDDED TO UN -CRACKED CCJNCRETE ONLY.
<br />9,
<br />: .',
<br />-r�Ell?
<br />f, TNATF ENE �AREINTCIADQUATeWQODFFl4MLNG EMBERS�rvC7PLTNiOD, FASTENING IN G
<br />TOI�YW06JSACCEPTABLEONLYFORSiIEGLOSUiEP1ECEE.
<br />SD 'WHERE ANCHORS FASTS TONAiRFACE OF STUD FRAMING FASTENERSHALL BE LOCATEDIN CEMER OF NOMINAL 2"X4"(MIN) WOOD 5TU D( EDGE DISTANCEIS ACCEPTABLE FOR WOOD
<br />FRAMING) WOOD STUD -SHALL BE 'SCIJ NERN PINE' G=fa 55 OR GREATER DENSITY-, LAG SCREW
<br />SHALHAVE PHILLIPS PAN HEAD ORHEX HEAD,
<br />11 REMOVAELE ANCHORS ARE DEWALT PANELMATE•.ALL-POHJTS SOUID-5ET a BRASS IWSH945
<br />MACHINE SCREWS SHALL HAVE Ip-MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND -MAY HAVE EITHER A PAN HEAD, TRESS HERO. OR WAFER HEAD (SIDEWALK BOI_TJ ILNiS)-
<br />13 MYNIMUM 13+1BEDMENT ANTI EDGE DI5TAN,CE EILCLU'I, S_UCCCS $?R OTHER WALL FINISHES.
<br />_4 ®DFSLGNATES ANCHDRL'Y.)NOIfION5 WH(CH ARE NOT ACCEPTABLEIIBES.
<br />45 * DIRECT MOUNTING CONDITIONS.
<br />L6 SNEARINTERPOLATION 15 NOT PERMITTED FDa USE W17H THE ANCHOR SCHEDULE5 usTED ON
<br />THIS SHEET.
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