|
4
<br />EVW/ta ANCHORS
<br />-----(SCE SECTION EZ$ a ALTERNATIVE aiii ON SHEET 1a)
<br />NOT—
<br />(SEE
<br />T(SK NOTE 2)
<br />Mona 2)
<br />i-*
<br />I'LVARNIA!
<br />LAST PANELQ -10 BE INSIALtED At EACH OPENING SIXL ALWA-6 BE
<br />0 1 PROVIDED V�� TO FACIUTATE INSTALLATION IF INTIENDEID
<br />51
<br />70 BE 1, DE Or SMCTURE.
<br />I
<br />if 1 1 JAT 2 PER,
<br />J-11 1-i NOM
<br />Stitt!;
<br />(1) 2EFINRION OF 50115-M: E H04G STORM PANEL SYSTFV
<br />T-CONSISTING OF FANEL � C-t TRACKS TOP & BOTTOM.
<br />(END PANEL) tOR PANEL) (INTERIOR PANEQ JWTTIROR PANEL) �FND PiANEL) MAX.
<br />SEE NOTES 21 3, 4 SEE NOT($ 2. 3 4 k2)r ENG PANELS SHkL aAL�W 0
<br />�F5SWSE C 14HEM-D TO 603701Y, TRACK
<br />QOHERWISS A STOP L 81 PROMDED 11 Ill' 11F 1111:11
<br />PANLLS
<br />EL LENISn".1
<br />0 40A p.
<br />(S)- IF END PANELS ARE CONNECTED TO BCMCW TRACK, CONNECIION
<br />i
<br />SILALJ, CONSIST OF 1/4�4-200/4' M,S. W/ I/$ Ott3132* WONG
<br />-A
<br />NUT OR 1/4'0.3/4' Mlr�, THUMBSCREW INTO TAPPED BOTTOM
<br />E4O, OVERLAP TRACOC LOCATION OF FAqTEFIEPS MAY BE AT EITHER OF TWO
<br />APPLACABLI:i WERIOR FLAT FLANGES OF END PANEL -
<br />IL J. I I
<br />-1-1 A 11 . -J LM-1 LL -, -IJ, L ) L. 3- J ), IN CAS� THAT E-00 MANFIS ARE NOT CONNECTED Tn 50TTOM
<br />GO _4
<br />-1-T I I T -f TRACK Lt.. A STOP BAR IS ONLY USED AT AT LEAST IWO
<br />FANEIS SHAU BE C09NEM TO BOTTOM USING SPECS
<br />4� A�I'k P444AT L144-�.141, INDICATED ON NOTE C CA CONNECTION 0
<br />-L j-jd 4 L i -J- L i U H E
<br />PANELS TO BOTTOM N.
<br />L 4= iNC&R AT AMr PANEL LOCATIOr
<br />SUE NOTE 4
<br />5: NOT. L 3' M
<br />W;,t. I " , t INSTALLATIONS ONLY VALID FOR M D
<br />�r ANCHORS SPEED UP TO 170 rrt�p-h.
<br />TE �T 'D
<br />(SEE SEGMON E2t ALTERNATIVE 121W ONO SkEM is)-
<br />I 111
<br />+rEZ
<br />At W/18
<br />TYPICAL ELEVATION FOR SERIEJ 2000 E-Z HANG STORM PANEL 10 SYS TEM
<br />7 7
<br />MAX. GAP r 13
<br />NOON A -A
<br />SCALE: 3/32'-1'
<br />K, FLORIDA BUILDING CODE (Mon High VelocIft, MIA ]can. Zoo.)
<br />�Vzto M71"Oo. 24 tAGE GALVANREO STEEL SIM PANEL FS.
<br />44167 ', 5 W.
<br />z
<br />U)W/orp
<br />TE 01� GLOBAL PROTECTION PRODUCTS, LLC.
<br />rSTATE 0 z
<br />NZ . ..... . 20-175
<br />H
<br />ENGRJEERING
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number R2
<br />EX Project Nurriber, iffm�
<br />Product Manufacturer All Arreficar) Shelters arid Glass
<br />Manufacturer Addrew 164D Donna Road
<br />West Palm Beech, FL 3340a
<br />Product Name & Descripbow 24go Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />&Ope Of evaluation.
<br />This Product Evaluation Report is being Issued in accordance with the requirements of the Floods
<br />Department of Business and Professional Regulation (Florida Building Gonurnission) Rule Chapter
<br />61 G20-3-005, F.A.C,. for statewide acceptance per Method I(d) The product noted above has been
<br />tested aridior evaluated as sumintartrod herein to show compliance with the Florida Suiting Gods
<br />Seventh EdItion (2020) and is. for the purpose Intended, at least equivalent to that required by the Code.
<br />Re-eyaluation of this product shall be required following partment Florida Building Code modifications or
<br />rovisions.
<br />Substantiating Data.,
<br />. PRODUCT EVALUATION DOCUMENTS
<br />EX drawing #20-31543 tifled 124ga Galvanized Steel Storm Panels (HVHZ & Non44VHZ)', Shoals 1-5.
<br />prepared by Engineering Express, signed & sealed by Frank Sannarda, P,E. Is an Integral part of this
<br />Evaluation Report.
<br />- MIREPOMI
<br />Uniform static structural performance has been tested in accordance with TAB 202 few standards per test
<br />repon(s) *ELT-ASGl 7-001 by Blookwater Tooling, Log,
<br />Large missile impact resistance and cyclic loading performance has been tested in accordance With TAS
<br />201 and TAS 203 test standards per test report(s) #BT-ASr-17-001 W Blackwater Testing, Inc.
<br />- STRUCTURAL ENGINEERING CALCULATIONS
<br />Struchnal engineeting calculabot have been prepared which evaluate the Product based on
<br />comparative mVor rational one" to qualify the following design c6letris:
<br />1. Maximum, Allowable Spans
<br />2. MinimulmAllowbbleSpore
<br />3- MinimurriGiassSeparation
<br />4. Anchor Spacing
<br />160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (056) 396-9999
<br />TEAM @t NIS IN 9ERJNRE'XPRESS, C014
<br />ENGINEERINO�
<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in allowable stress has been used In the design of this product.
<br />Separation from glaAng Is not required for Insfallations.outside of wind zone 4 and essential facilities,
<br />impact Resistance.
<br />Large ImpactEresistsoce hosbeen demonstrated as avidencedin previously Astedwstroport(s), and is
<br />accounted for In the engineering design of this product,
<br />Mnd Load Resistance
<br />Ties product has been designed to resist wind foods as imlicated in the span schadule(s) on the
<br />respective Product Evaluation Document pa, engineering drawing).
<br />Installatilon
<br />This product shall be installed in strict compliance with its respective Prodoct Evaluation Document 41.0
<br />engineering drawing), slongwin all components noted therain,
<br />Product componsotsshall be of the material specified in that product's respective Product Evaluation
<br />Document (le. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of Lots product sholl be in strict accordance with the respective Product Evaluation Document (Le
<br />engineering drawing) as noted herein.
<br />Allsupporling host structures shall be designed to restat all superimposed foods and shall be of a matedel
<br />#start ut ibis products roapecNe anchor schedule. HOW structure conditions which are not a0couriked for
<br />inthis product's respertive, analtorschedule shall be designed for on a sife-specific basis by a registered
<br />professional engineer,
<br />All comporients which are permanently installed shall be protected against corrosion, contamination, and
<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 />RespeCtfully,
<br />Frank Bernardo, PE
<br />ENGINEERING Expnmso
<br />4PE0046549 1 Ceti Auth. 9885
<br />160 SW 1211 AVENUE SUITE 106, DFER19ELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEA140ENGINEE RING EXP9E$S,COM
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<br />IN5TALLATION 12ETA11ji FOR $ERIO - 2990 E-Z EIANQ ISTORM PANE
<br />INT-Q POURED ONGRE-I.E. S4QN-C8= BLOCK AND WQOD 5IRU91URES
<br />- I -OWN
<br />-.-1/4-0
<br />coticam BLOCK 7 ANCHOR 9 ir ac,
<br />101
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<br />4 V41 FRON E
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<br />to CLASS 3/to"o -ALUMINUM POP
<br />MUMITAR" Pop 1 TO 0.45S.
<br />it RVET J f5VET
<br />6'-LW r-W
<br />MAX. MAK,
<br />PANEL LENGTH I PANEL LENGTH
<br />TO C,
<br />it BOB L
<br />T14UMBSCREW
<br />v N: IOMA
<br />I ED.
<br />1�7
<br />C7) T,-4-0 TAPCON ANCHOR
<br />D.C.
<br />ON 2*"* WOW
<br />$/*'0 TAPCON�
<br />ANCHOR 0 'r rii�
<br />CONCRETE BLOCK "COUIRED
<br />WALL MMM
<br />&RRNAr& EZ1W
<br />SCALE 3/8-1 SCALE 3/8-1-
<br />FLORIDA BUILDING CODE LNOTT High Valoci� go, one zono)]
<br />MIN. PANEL TILTNIAr W-
<br />LENGTH 24 GAGE GALVANIZED STEEL STORM PANEL
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. SO. DESIGN SHALL BE 2'-6"
<br />PRESSURE RATING +/- 40.0 csJ AND 6,-0, MAX 11LIECOtme
<br />PANEL LENGTH. STATt \ GL08AL PROTECTION PRODUCTS, LM
<br />FOR 0 R l4ot, Sw �, STRIDE,
<br />2. NEW WOOD FRAME CONSTRUCTION: WOOD a-
<br />20-175
<br />MEMBERS to BE SOUTHERN PINE No 2, WOO SPECIFIC
<br />N �L,
<br />DENS" OF 0.55 OR EQUAL. ow*w
<br />swer, OR or OR
<br />ALL AMERICAN SHU17ERS AND GLASS
<br />24ca GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)l
<br />TOP MOUNT tmax
<br />[CONNTYPE-,
<br />or 13� JSFAN ABOVE
<br />-OBSTRUCTION)
<br />Iaorrom
<br />REQ'D)
<br />dHAS
<br />-
<br />C
<br />tLCCATION MAY 00l
<br />g�
<br />LAS
<br />CONN TYPE
<br />REQ'D)
<br />BOTTOM MOUNT (CONN-/
<br />I -Max
<br />(5PAN, BELOW
<br />TYPE AS REO'DIl
<br />OBST RUCTION)
<br />FANELS MAY BE NOTCHEb AS D,
<br />OPTIONAL
<br />$ OLTS V T4 4" FHO'
<br />I ATCO
<br />ANCHORS,ARE USED W BEY
<br />WXNGNUTS FASTENFhA
<br />SWPANS A0OVE 4 %EI ION,
<br />,
<br />0 v""'A's "' "'0" US
<br />k,"P-TE�,pAm rABM'
<br />VERTICAL MOUNT ELEVATION
<br />2 (NOTCHED PANELS)
<br />NTG,
<br />IELEVATIfIN
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE'
<br />24 GAUGE PANELS
<br />MINIMUM SVORM, PANEL SEPARATION rTUDM GLA55
<br />Hnte, wrHo 70NE 4 & ESSENTIAL F-mir, mrs)
<br />I MAX -MUM
<br />OESIGN ATAADWABLF
<br />INqALLATIONSLEM INSI'A"T"kGREA191i
<br />PRESSURE
<br />THAN 3VABOVE6XAcE
<br />2:1e, I,
<br />i3o,ot,,
<br />6BGVO
<br />130B II,
<br />!W?s W 2J60,
<br />,
<br />-�wo
<br />0 *111611**
<br />OtTE4miNE MMIMUR ALLOWAKESTIORM PANEL
<br />SPAN, SCPNGGULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOAD LESS THAN OR EQUAL TO
<br />NEGATIVE DMGN LOAOS.
<br />2. 'PAN& FASTENERS" ARE STUDS OSW IN
<br />CONJUNCTION WITH ALL MOUNTING. VOTRUSIONS
<br />(-�-TAAC)(. memo ANGIE, CTC)� USE 6,;zS,
<br />0 4, PANEL FASTENER SPACING TABLE VALUES FOR
<br />AUL'H'- AND "ILP-HEADEAS (INCLUDING BUILD 001'
<br />CONDITIONS),
<br />ACCUOTABLE OTHERWISE USE NEEXI HIGHak LOAD,
<br />Digit 19",
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES, -
<br />DESIGN NOTES:
<br />I IRPUR "IV ? III)
<br />I E5 LILIL
<br />USE
<br />_WT I r
<br />, M SHVL E CIET,. I, _EIR
<br />S�RAKATI! EWINFVN'G IN CE WITH THE
<br />'8R, Hv
<br />0'1' '�'Nfffjll
<br />IDTA WWI H'AG�,E A TER
<br />S RFN
<br />:[6 S &THE FLORIDA 81JILDING CODE' HALL BE S THAN
<br />L TO �E lnrffl OR `1`�SATI�E [DfSIG�N
<br />AL'
<br />'M OR EX HOWN. ES LISTED E FORANY
<br />'11-11 Z
<br />IS
<br />USEDITITHE
<br />� E 1`001�41.11
<br />0
<br />AN
<br />IT,
<br />tis As
<br />TESTED
<br />1) THAT
<br />BUT
<br />, LABEL
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<br />� x ..
<br />lw�; MIR S
<br />VISIT ECAL.C.101311543 go
<br />Ems
<br />@Wmmu��OWABLE SPAN SCHEOULE
<br />@Wmmu��OWABLE SPAN SCHEOULE
<br />TOP
<br />MOUNT
<br />2
<br />7P
<br />5H
<br />S
<br />"0050. trtll
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<br />24'
<br />24'
<br />24'
<br />30"
<br />AV
<br />W.
<br />�W
<br />4r
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<br />27
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<br />11"
<br />2V
<br />30'
<br />a
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<br />1 �K
<br />D"PI M.VTI
<br />24'
<br />211"
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<br />,
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<br />IT
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<br />25'
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<br />Am* TTAOR
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<br />24'
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<br />=�TTOPQAWt"., P�ALI UNWIAU-S5 IIIAN 11TOW NOM INTAW AT,04.0 ACT
<br />9� No StOAMOWN 19
<br />11
<br />1. ENTER. SPAN SCHEDULE WITH POSTIFIVIE DESIGN LOAD To DEMAMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTIBICTtED-
<br />2- SCHEDLILE IS REQUIRES) FOR USE WITH POSITIVE LOADS ONLY,
<br />INTERPOLATION BlErViEEN LOADS is ACCEPTABLE, OTHERWISE USE FIENT OIGHIER, A r, mA - 0
<br />LOAD. "'t
<br />3, FOR VOSTALLATIONS OUTSICE10F THE HVHZ ARE) OUTSIDE OF ESSENTIAL,
<br />FACILITIES IN ASTM WIND ZONeS I THR(X*Hf 3, THE GLASS SERAgATION
<br />SCHEDULE IS NOT "UIAW AND 40 MINTMOM SEPARATION FROM rILS
<br />MUCTIED COMING is REQUIREM
<br />a
<br />7\ OPTIONAL INTERIOR EASTENJING DUAIL
<br />N.T.S.
<br />6A`T`A� -ITA?
<br />2P71
<br />"Tt.
<br />M XAL EGRESS PANEL DETAIL
<br />FASTENING
<br />1' 121
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<br />TYP
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<br />0� 11560, 1.3601 - SIG' 33al� MAX
<br />D 50"
<br />12.500" PANEL CODVERAGE j 'D IIB6 M-
<br />PANELUNGTH-
<br />HAYlk
<br />J_ &
<br />ITT
<br />T- 0.3DY
<br />40 "S!
<br />TYP TYP.
<br />-D-&J ANOT
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<br />"11, T
<br />pxv L9
<br />LK
<br />T OK IIIIENDEM
<br />M. 1'� T` A GUE -T&
<br />OVERLAP
<br />�/-,25` MAX.
<br />MAX COMERXII)SUREDETAIL J
<br />MA)C
<br />BuTLD-ouT
<br />Or5TANCE
<br />I.DDD'
<br />OVERLAP 3,S2V
<br />MAX,
<br />2", MAX
<br />Irio
<br />e
<br />MAX�
<br />UTS
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANB- FASTENERS 4 t2,5' D.C.
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<br />1011'112.5d
<br />L6.0"
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<br />16,0" 10.8" 6.2"
<br />12.5'
<br />16.0'
<br />�.T'
<br />AZY'
<br />16.1)� 9J" "P
<br />Iz,51,
<br />U15.1
<br />16,01,11 0"
<br />ILT�
<br />Mo., S115.1
<br />12,5"
<br />11.
<br />iEL-P'
<br />115,41"
<br />3,
<br />.6
<br />3A.' 5�15"
<br />12
<br />1215"
<br />5":
<br />S.R 6'�
<br />TAP CM 41
<br />7z
<br />�-
<br />113'
<br />121S�
<br />Y,
<br />�Iff
<br />2.5,
<br />14.21* 9xi
<br />61.� 1.11,
<br />115"
<br />WIT
<br />Bx,
<br />1Z.0
<br />1610
<br />il'51�
<br />18,011 9 i�,
<br />%2.5
<br />115'
<br />16,D' BPI'
<br />7116'.,4W ETHOW 33
<br />A" 41
<br />WOOD WITIC 49
<br />5Z
<br />7Z
<br />Lz 51"
<br />16,1V' 9,6"
<br />'[21511
<br />1
<br />4.
<br />1`511
<br />12.5"
<br />4.61' 4"
<br />0.25"
<br />12.41 M. .
<br />-
<br />IL3"
<br />4.7" 4.01
<br />s.ZS
<br />12.3' 4,7' 4,a'
<br />1�4 d S4-." 4.7 ".
<br /> 1"
<br />�N 12 ::
<br />2 �
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<br />ANCHOR NOTES;
<br />I ANCHOR SCHEDULE APPLIES TDALJr`RODI1Cr5 CERTIFIED HEREIN, BUrONLY fROVIDM
<br />MAXIMUM ALLOWA13LE ANCHOR SPACING, MAXI MUM ALLOWABLE SPANS AND FREsSO RES INDICATBD
<br />IN SPAN SCHEDULE SHALL APPLY,
<br />LOAD SH 2R AND SELECT SPAN GREATER THAN OR EQUALTO SHUTTERSPAMSELECT
<br />CONNECTION TYPE BASED ON APPRGPWE MOU NTING CONDITION (SEE MOUNTING DETAILS ON
<br />.1 #AATrNERS"ARE STUDS USED IN CON] UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />Cr-r 2K,STUDDEDANGLE�FrC) USE 6 .251113.0 PANEL F45TENERSPACING-TABLE VALUES FOR
<br />ALL �W - AND �U`HEACOERS (INCLUDING SUILDOUT-CONDITION$)
<br />4, ANCHdRSSJIALLBElt4S�TALLEDINAOCDM*CEWrrHMANUfAMURVVMMMENDATIONS,
<br />6, HQLLOWBLQO�HO$TSTRWCTVRtSkA�LCQNFORMTOASTM0900LIJCK,
<br />G. MINIMUM EMBEDMrNT SHALL BE AS NOTE[) IN ANCHOR SCHEDULE.
<br />AOIEQUAT�LV TITANSFER �OACG TO 14XSTXURE.
<br />a CrJNCRFTE
<br />- ANCHORS NOTED H IN LL BE EMBEDDED TO UN�CAACFEO CONCRETE ONLY,
<br />9. WHERE EXISTING STRUCTURE IS W0013 FRANIING, EXII3TING CONDITIONS MAY VARY, FIELD
<br />VERIFY ThAT FA I STENERSO ARE INTOADE(�UATF WOOD fR"NG MEMBER,% NOT PLYINCOOD, FASTENING
<br />TO FMV00D IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECM
<br />10 WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAIM[INS, FAEJENER�SIHALL BE LOCATED FN
<br />CENTER OF NOMINAL 2" X 4' MIN.) WOOD STUD (7,'� EDGE DISTANCE IS AOCIEPTANLF FOR WOOD
<br />FRAMING), WOOD STUD SHOAT BE "SOH-HERN PINE' G-0,55 ORCREATER DENSITY, LAG SCREW
<br />Sk4LLHAVE "WITS PAN 14FAD OR HEX 4CAD,
<br />It- REMOVABLE ANCHORS ARE, DEWALT PANELMATE, ALI40110�5 WLILI-SET S; BRASS BUSHING
<br />4. MACHVM5'5C4?EWS SHALL HAVE 112," M1�11MI.IM ENGAGEME14T OF THREADS INTO THE BASE
<br />ANCHOR ANO'MAY HAVE EITHER A PATCHEAD, TRUSS HEAD, OR WAFER HEAD (VIDEWALK BOLT) U-N.O�
<br />13 MUM I MENT AND, EDGE DISTANC EXCLUDES STUCCOCIROTHER WALL FINISHES,
<br />CH OR CO
<br />, NOITEON4
<br />fg;�=NAATIE.S)AN _ WHILE
<br />15 MOU MIS CONDITIONS -
<br />is LINEAR I TERPOLATION 15 NCIr PERMMED FOR U5E WITH THE ATICHOR SCHEDULES USTED ON
<br />THIS SHEET.
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