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<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL J ;' SYSTEM (t)
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<br />SECTION A -A
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<br />F10R!OA BIJILOiNG CODE (Mar Hipn V41cc! HurntOne Zone)
<br />���"•'FEI
<br />"' - 24 GAGE GALVANIZED STEEL STORM PANELIT
<br />PROTECTION
<br />IL E C OGLOBAL
<br />PRODUCTS, LLC. weMA�+
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<br />ENGINEERING EXPRESS'k
<br />PRODUCT EVALUATION REPORT
<br />September 15. 2020
<br />Application Number 17069 1 - R2
<br />EX Project Number 20.31543
<br />Product Manufacturer All American Shueers and Glass
<br />Manufacturer Address 1540 Donna Road
<br />West Palm Beach FL 33409
<br />Product Name & Descopbon 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 />61G20-3 005. F A C for statewide acceptance per Method I(d) The product noted above has been
<br />tested and/or evaluated as summarized 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 Corte
<br />Re-evaluation of this product shall be required following pertinent Florida Building Code modifications nr
<br />revisions
<br />Substantiating Data:
<br />R PRODUCT EVALUATION DOCUMENTS
<br />EX drawing 0-31543 filled - 4 a GaNamzed Steel Storm Panels HVHZ & Non-HVHZ sheets 1-5.
<br />!f2 Bd 2 1 .
<br />g g l
<br />prepared by Engineering Express, signed & sealed by Frank Bennardo. P E Is an integral part o1 this
<br />Evaluation Report.
<br />w TEST REPORTS
<br />nT r tic I performance ties tested in accordance with TAS 202 test standards pat lest
<br />Ur o m stir structure forma cebeen
<br />Pe
<br />r T-A -17 I r Inc
<br />e rt s t6 SG -00 Blackwatel Test
<br />Po I) try n9
<br />Large ce missile impact resistance and cyclic loading performance has been tested in accordanwith TAS
<br />201 and TAS 203 test standards per test repots) N8T-ASG-17.001 by Blackwaler Testing Inc
<br />w TRUCTURAL ENGINEERING CALCULATIONS
<br />Struclura4henyineenng cakulabons have been prepared Which evaluate the product based on
<br />comparative and/or rational analysis to qr ally the tolloWing design rntene
<br />I 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, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAMIG E NG:NEERINGErPRESS.0 QM
<br />E NGINEEPIN G E r PRE sS COM
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<br />All American Shutters and Glass - 24ga Galvanized Sled Storm Pan lL
<br />No 33 h increase in allowable stress has been used a1 the design of this product
<br />Separation from glazing Is not required for installations outside of world zone 4 and essential facilities
<br />im act Resistance:
<br />Large Impact Resislance 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 schedule(s) 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 II e
<br />engineering drawing) along With all components noted therein
<br />Product components shall he of the material specified in that product's respective Product Evaluation
<br />Document D e engineering drawing)
<br />Limitations & Conditions of Use:
<br />e f his product shall be in strict accordance with the Fes cove Product Evaluation Document e
<br />Use o t pr Pe
<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 which are not accounted for
<br />sit this product's tespective anchor schedule shall be designed for on a site -specific basis by a registered
<br />professional engineer
<br />All m nenls which are permanently installed shall be protected against corrosion. contamination and
<br />co Yvh po pe Y P 9
<br />other such damage at all tomes.
<br />This product has been designed for use WIND and outside The High Velocity Hurricane Zone tHVHZ)
<br />RapeclTIII I1.
<br />Frank Bernardo. PL
<br />ENGINEERING EXPRESS`
<br />-Pioloi4v Cer1 luth 14W
<br />160 SW 12"' AvENUE SUITE 106, DEE P FIELD BEACH, FLOR to- 33442
<br />(954) 354 0660 1 (866) 396 9999
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<br />FLORIDA BUILDING CODE (Non MI h V61DcIty H.-U.- ZDn4
<br />* M-N. PANE'_ LENG�1'
<br />1.U, 441-.'."%'% • nr 11
<br />cH,t, B: 2'-E" c # c 2A GAGE GALVANI2ED STEEL STOR11 PANEL
<br />1 INSIALLAiIDN ARI ONLY VALID FDR NIA% A.S D DESIGN ? # I '# - .. -
<br />PRESSURE RATING +f-- 40.0 Psl AND 6'-0• MAX P Ti��
<br />d STINT_OL s " GLOBAL PROTECTION PRODUCTS, LLC.
<br />PANEL LENGTH Z y +', dNC
<br />FOR NEW WOOD FRAME CGNS RLCT fill. WOOD �, �J,r. F1•),i I':� ,.1✓"=i, IHG t ENPI.I.EPINI CO IA- "AEC'
<br />MEMBERS )O BE ;E1L.I HE Rh PINE NO 2, Wf SPECIFIC IC hV o: ^ x:wt NJ.• �a-.y,.e. 20-175
<br />x DENSITY OF D 55 OR EQUAL. S LI LE �Nory ILIA N, NA
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<br />ALL AMERICAN SHUTTERS AND GLASS
<br />\24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ
<br />WIDTH UNUMITEE
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<br />ERP. TO PANEL SPAN)
<br />TCP MOUNT(CONN- TIP,
<br />TYPE AS REQ'Or SECTIONS
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<br />PANELSMAYBENOTCHEDAS REQUIRED, OFFIONPL y"-[D STITCH
<br />PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHERED
<br />ANCHORS ARE USED WH11-H SATISFY WINGNJTS FASTENED M
<br />SPANS ABOVE& BELOW )GSTRUCTICW. OYERlAPsa MI D5PAN(U5E
<br />4PRROPRIATE SPAN 7 A8LE )
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 PITS. ELEVATIOPI
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE
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<br />SPAN SCHEDULE NOTES:
<br />I ENTFR SPAN SCHEDULES WI'H hFGATI'vE
<br />D'f I E I+.DAUASx
<br />PANEL FASTENER .SP A ITC
<br />-i PF MI M A_LOWABIE STORM PANEL
<br />L
<br />PCII
<br />CHEDULE 15"HAriONACCEPTABLE FOP USE vr1 i11
<br />Pi. IT LOADS LC tIH4r+Ou EQUAL TO
<br />NEGATIVE PA,FA!G'J GAD_.
<br />PANE,, NF, fASENFPS -ARE _+T US -1 EG IN
<br />CON)UNC-ION WIT ALI MOUNTILIC EYTRI-SIGNS
<br />t .',TACK, STODGE[ IGLE. ETC I USE . 21
<br />.PANEL FASTENER iPACING TABLE VALUES FOP
<br />ALL H'- AND 0' HEADERS IINCOJOING RULED OUT
<br />L:ON D11fON5'
<br />LINEAR IN IEn ACLAriON BETWEEN LOADS Ic
<br />A;:_E 7AS,E OTHERWISE IJ5F" NEXT HIG.+EP LOAL
<br />MI NiENi R :P0.N SCi+EiH , •T TE DE ,;t LOA TO DETERMINE
<br />LhA LOVABLE SEPARATION FROM THE C%PINING TO BE FACT E' EL.
<br />CHE DULL IS REQUIPEU FOR USE WITH POSITIVE WADS ONE,
<br />T 4PC IJ TJJ N:F�A ACCEPTABLE H. R' S a n, HFR ': E PLJ�lr10 BE EE .. CS IS OT E .MIS , ENE -T .,
<br />CAC
<br />7 FOP INSTALLATIONS OUTSIDE CIF THE HVHZ ANO OUTSI>F Of FSSENTIA"
<br />FACILITIES IN ASTM WINK] ZONES I THROUGH A THE GLASS SEPARATION
<br />St HFDULF" IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM TF'E
<br />PPCTLI:TED OPENING LSREQUIRED
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: I SChIEDULES
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SHALL BE DE RM PER
<br />SEPARATE ENGINEERING IN ACCORDANCE WITH1HE
<br />GOVERNINC CODE. FRESGURE REQUIREMENTS AS
<br />DETERMINED IN
<br />ACCORDANCE WITH ASCE 7 AND CHAPTER
<br />1609 OF THE FLORI DA BUILDING CODE SHALL BE LESS THAN
<br />OR VAL TO THE P4061TTYE OR NEGATIVE DESIGN
<br />PRES URE C'AFACITT VALUES LISTED HEREIN FOR AN,
<br />ASSEMBLY AS SHOWN.
<br />GENERAL NOTES:
<br />THIS 5P '.4 N H ; AN T 1. K1RC TIO A_ BEEN CESIGN® D SMALL BE FABRICATED IN
<br />ACCORDANCE WITH THE REQUIREMENTS OF THE FLCAIDA BVTHE HL CODE
<br />I
<br />SEVENTH EDITION (IO2D FOR LSE 1NBIUE AND OUTSIDE OF THE NVHZ PEP
<br />TAS COFOZAND ALL 5TPROTOCOLS, CON TRACTORSHALLINVESTIGATE
<br />AND CONFORM TO ALL LOCAL CODE AMENDMENTS WHICH MAr
<br />APPLY, DESIGN CRITERIA BEYONDOND AS AS S STAND HEREIN MAY REgU3RE
<br />.DDT 140 NAL SUE -SPECIFIC SEALED ENGINEERING.
<br />2 NO 3"THISA SYSTEM,
<br />SE IN ALLOWABLE ETPESS HAS BEEN USED IN THE
<br />DESIGN OFTHIS SYSTEM.
<br />3. THE LICTUR WITHWHICHOFRECORD FOR.THE PROJECT
<br />FSUL OR TH NTEGIRE WITH WHICH THIS DESIGN IS USED GHIS E GN WHICH
<br />FOR THE IN RIIN TE ALL PP SURFACES T THIS J H H TEG SU ORTIHG SU ACES O LDESIL7 W 1C
<br />SM4LL RE COORDINATED BY THE PERMITTING CONTRACTOR.
<br />SEPgRATE'SII'FROM LOADS
<br />[ICONS. OR SPANS[ FR 10 [ri a ttQQ
<br />ORDERTODEVIATEH 15E LOADS FOR
<br />ORSPANSLCULAIOU
<br />HEREIN. ecU REDTHI6 EHGINEElt FOR ALTERM0.TE SrAil rALCULATI0t15 AS
<br />MAY a! RKJwRFD
<br />THE
<br />IoN FO A SPECIFIC
<br />XCRFE, IS R SITE
<br />AND DONS IiOT 11-I!W47 E
<br />THE CChDM FO0. A AILED H SITE. FOR SITE D NDITIONSENGINEER
<br />OR REGIST FROM
<br />THE TTECT SH DETAILED NEREIN,ALICENSEDik NTS EER OR REGISTERED
<br />C NALI M N nLL PREPARE SITE SPECIFIC DOCUMENTS FOR U5E IN
<br />COrIIU ES1 N Pl ITN THIS DOCUMENT
<br />e. DESIGN PRESSURES NOTED SAFETY
<br />FA ,ARE BASED ON MAXIMUM TESTED
<br />PRESSURES GrEDIVIDED BY A 1.5 SAFETY FACTOR.
<br />7 ALL,FASTEN FASTENERS
<br />BE IE'KI ORGREATER DMIOR-PLA I WAGE 5 UNLESS NOTED
<br />COPTICLY[ON FASTENERS SHALLBE AND SHALL ULTEDDP OTHERWISE
<br />FORROB ION-RE515TANT MATERIAL AND SHALL WITN "ASSO ATION.
<br />FOR ALUMINUM STRUCTLRE E SECTION L,STATE,
<br />1.36Y THE LOCAL 'JN ESSOCJAT[ON.
<br />INC
<br />FNALL8 STATE, 1E1_AND/OkLOCAL CODES
<br />a STORM P M RAN[L ALL. F -FORM
<br />GA SNF [.0.U2a' L
<br />! STORM GALVANIZED
<br />SHALL CONFORM H ASTHI ULA TRUCTURAL VALttt 5 O
<br />ST[[L. GAD UMINUM2[0 [SATING WITH A MINIMUM F =a6.N AM
<br />Y
<br />10, ALL ALUMINUM EXTRUSIONS NS S AL B fi0 3-T6 ALUMINUM ALLOY
<br />X N L E 6 MIN
<br />UNLESS NOTED OTHERWISE.
<br />C ITT D BOTTOM GPPANE S N^Y MAY BE INTERCHANT+[), AS FT[LU
<br />CONDITIONS DICTATE- PANELS MAV BE M WITTED VE PTICALLY CA
<br />2 CNCRET AB APPLICABLE.
<br />2 CONCRETEANCHORS NOTED NEREIN ALL
<br />CONCRETE
<br />ETE ANCHOTC
<br />NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />MANUFACTURER'S CTOR 1M ENDATIONB,
<br />I3. ERS FROM DISSIMILAR
<br />SSIM L RE MATERIALS
<br />O E LATE F PROTECT ALL
<br />S 1 U
<br />ME,
<br />FROM ( MI R HE ST PREVENT CT 5
<br />E RS F D SSI U M ERIAL 0 EVEN ELE. ROLYSI
<br />SHOWN
<br />ENGINEER SEAL. HISSPECIFICATION
<br />HERE A ION VALIDATES F in STRUCTURAL DESIGN AS
<br />V N ONLY THIS P i N Y CONTRACTOR, 1.
<br />5H0 V 0 L U5E OF IS 5 EC[FICA 70 B CO RACT00., cat E
<br />INCLUDING
<br />L A SAVES HARMLESS THIS F ES RESULTING
<br />FOR ALL COST A IAL
<br />INCLUDIXGLEGALFEESa APPELLATE FEES RESULTING FROMAC71 MATERIAL
<br />FABRICATION, SYSTEM ERECTION, A CONSTRUCTION PRACTICES BEYOND THAT
<br />DEV n IS S OF T IS By LOCAL, &TAT[, A FEDERAL CODES B fPOM
<br />O[VIAEXCEP OF THIS PLAN.
<br />33. EXCEPTASE R AFFIRM PROVIDED INTENDED
<br />ADDITIONAL
<br />ILL. AICATIONS OR AFFIRMATIONS- O ARE INTENDED.
<br />1A. ALTERATIONS. ADDITIONS OR QTHIIS M PTIT'ICA TO THIS DGCU MEHT
<br />ARE HOT PERMITTED AIID O1VAlIDINTE THIS 'NPTIFlCATIGN
<br />"i PANELS SHALL BE FERMAN EN TLY LABELED WITH A MIN [MUM OF (1) LABEL
<br />ER EVERY 3.0 FEET. CONTAINING THE POLLOV,IN G INFORMATION
<br />ALL AN E RJCAR SH FTTER S A.NO GLASS
<br />WEST PALM BEACH, FL
<br />TAS 201, TAS 202 aTAS 203
<br />FLOPIDN PRODUCT API, P.OVAL NUM BE P.
<br />VISIT ECALC.101S1543 $r 0
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<br />V EMBED
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<br />/\ PA PNDUNT CUJSw1E DETAIL . M1 -f
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<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS. PANEL FASTENERS 8 12 S" O.0
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<br />NOTES: ANCHOR R N :
<br />C O S
<br />I ANCHOR SCHEDULE APPLIES TD0.PRODUCTS TEDHE
<br />REIN, BUT ONLY PROVIDES
<br />MA%IMUM ALLOW 8 A CHIXR SPINET MA M A r - F T A LE N NG AIMU LL JWAFJLE SPANS AND P.ESSUPES INOICA ED
<br />IN 5PANSDR NCHESMALLAPPLY.
<br />2 ENTER AN HORS BINS PA FAT R 0. T C OHEDULE ECON PANEL & ENE SPACING HELTONEG STRUCTURE
<br />TIVELPSI
<br />MATERIAL &ANC iIF LECT T HDR E SE DESIGN LOAD GREATER AL T ORE ALTO NEGATIVE OES(GN
<br />CIYJ
<br />LOAD N SHUTTER T O arAU7TE AND SELECT SPAN GREATER THAN O0. EQUAL TO SHUTTER SPAN ,SELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTTf[CA TION OF CONNECT [ON TYPE
<br />)
<br />3 "PANEL FASTENERS' 4ftE STUDS USED 1 CONJUNCTION WITH ALL N CT l_ MOUNTING TA LE VALUES
<br />F
<br />"F'-i - F _ T -
<br />( RAIX STUDDED ANGLE. ETC USE fi LOC L C PANEL FASTENER yP4'IRNG TABLE .4 UE� FOR
<br />1 E V l
<br />ALL 71" AND 'U'-HEADERS (INCLUDING BUILG]UT ArJOTTIONS)
<br />4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFA-URERS' RECOMMENDATIONS
<br />5. HOLLOW BLQCK HOST STRUCTURE SHALL CONFORM TL AGTM C90 BLOCK
<br />6 MINIMUM EMBEOMENT s SHALL BE AS NOTED IN R � FW N ANCHOR .,CMEOULE.
<br />7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL
<br />FINISHES WALL FEN I SHES SHALL BE LIMITED TO 1/4' MAX OF SHALL BE VERIFIED BY OTHERS 10
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE
<br />B, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN" CRACKED CONCRETE ONLY
<br />9, WHERE EXISTING STRICTURE IS WOOD FRAMING, EIr15TING CONDITIONS MAY AV VARY FIELD
<br />VERIFY THAT FAMENSRS ARE IN70ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONL•I FOR SIDE CLOSURE PIECES,
<br />ILK WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4" (MINA WOOD STUD (%" EWE DISTANCE 1S ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE"SMJTHERrr PINE-G-0. 55 OR GREATER DENSITY LAGSCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX II1
<br />It REMOVABLE ANCHORS ARE DEWALT PANELMATE A -PO LL T& SrJUD-8 BRAS BUSHING
<br />12 MACHINE SCREWS SHALL HAVE 1/?" MINIMUM ENGAGEMENT
<br />OF THREADSDS INTO THE BASES
<br />ANCHOR AND MAY HAVE ETTHEP A PAN HEAD TRUSS HEAD, DR WAFER HEAD (SIDEWALK B) U A
<br />13. MINIMUM EMBEDMENT AND EWE DISTANCEBOLT)
<br />EXCLUDES STUCCO OROTHER WALL FINISHES
<br />t4 DESIGNATES ANCHOR COADITIONS WHICH ARE N07 ACCEPTABLE USE..
<br />I5 * DIRECT MOUNTING CONDITION'
<br />IE LINEAR INTERPOLATION 15 NOT PERMITTED ECM+. USE WITH THE ANCHOR 5-:11EDULES U57D ON
<br />THIS SHEET
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<br />SHEET NO.
<br />SH 1.5.
<br />
|