|
_11""a'
<br />0W"EZlW/l8
<br />ANCHORS
<br />-(SEE SECTION EZI & ALTMINATIVE EZIW ON S4W
<br />18Y-
<br />i
<br />�I MR.1
<br />I (SEE NOTE 2)
<br />;I'
<br />ism
<br />1ANOTE 2)
<br />ALUMINUM
<br />Z___ POP MVET LAST PANEL(D TO BE INSTALLED AT EACH OPENING SHAU ALWAYS BE
<br />c OF
<br />_T"
<br />76
<br />-7
<br />11
<br />PROVIDE 0 RCAR MAN TO FACILITATE iNSTALLATION IF INTENDED
<br />SW OLE
<br />TO 114SIDE
<br />ITI
<br />AT 2 PERI
<br />T4 Of STMJCTURE�
<br />BE IN LEO FROM
<br />PANEL
<br />him
<br />(E D EL)
<br />3, 4
<br />4
<br />(INTERIOR PANEL) (INTERIOR PANEL) W�ERTOR
<br />1
<br />FANEL)
<br />OF 'L
<br />(END PANEL) VAX-
<br />SEE NOTES 2. 3, 4
<br />PA14CL
<br />(I)- g%SflL%&iE U&L',= Z HANG STORM PANEL SYSTEM
<br />_ EL &E
<br />F PAN
<br />ISM, 0-L TRACKS TOP & BOTTOM,
<br />(2). END PANELS WALL XV KCO11NF TO BOTTOM TRACK
<br />MAX OTHERWISE A STOP PROVIDED AT TOP OF SUCH
<br />LENGTH PANELS.
<br />0
<br />40.0 P.J.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL CONSIST OF 1/4-0 20.3/e M�S. W/ 7/B"0x3/32' WING
<br />1NLr=;*'ZS41. W/"=
<br />(SEX SEMNS AS APPLICABLE)
<br />NUT OR L=4x,3/,4 S
<br />TTO 4 ; MIn. THUMB CREW INTO TAPPED BOTTOM
<br />TRACK� FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT FLANGES OF END PANEL.
<br />5 on
<br />'L'
<br />OF
<br />(4) IN CASE THAT END PANEIS ARE NOT CONNECTED TO BOTTOM
<br />T MINK
<br />TRACK (i�.. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS $NALL BE CONNECTED, 'TO BOTTOM TRACK USINC SPECS
<br />Z��JjL
<br />INDICATED ON NOW. IN SUCH CASE, " OF
<br />_j_j_ L_J_j_ J
<br />" `
<br />L L L -1 L.I.J -1 J
<br />JR3) CONNECTION
<br />ACM.
<br />PANELS TO SOMM OCCUR AT ANY PANEL LOCATIOK
<br />�_
<br />�rj'
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<br />�_
<br />ft`_`1L
<br />� SEE PUT 4--
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<br />I' MW
<br />VOT:
<br />t INSTALLATIONS, ONLY VAIJD FOR WIND
<br />ANCHORS
<br />SPEED UP TO 170 morl,
<br />(SEE SECTION U1 & ALTERNATIVE E21W ON SHEET
<br />IW_
<br />+Zi/18,
<br />Iziw/18
<br />TYPIQAL ELEYABON EOR
<br />SERIES 2009 E-Z HANG
<br />STORM
<br />EANEL SYSTEM
<br />SCALE� 3/32'-1"
<br />2."7-W
<br />WHOLE
<br />an
<br />SEQ110N A -A
<br />SCALE� 3/32'.1'
<br />A. TIQ
<br />A Tit
<br />FLORIDA BUILDING CODE (Non Nigh Velocity 19tur cc" Zone�
<br />O� 67 1-
<br />A= mum M, cli.
<br />24 GAGE OALVARIZED STEEL STORU PANEL DAWN U.,
<br />r4411
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />TE 0
<br />STATE 0
<br />STA
<br />113R� '0
<br />4_�,Ot
<br />20-175
<br />.
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<br />0301012 7,-
<br />WXTM A, TRIP .� P.L - AR
<br />MEL A xMi
<br />ENGINEERING
<br />ENBINIEERING EXPRE:__*
<br />PRODUCT EVALUAT113N REPORT
<br />September 15, 2020
<br />Wcation Number. 17W9.1 - R2
<br />EX Project Number. 20-31543
<br />Product Manufacturer, Pill American Shutters and Glass
<br />Manufacturer Address: 1640 Donne Road
<br />West Palm Beach, FIL 33409
<br />Product Nam & Description: 24ga 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) Role Chapter
<br />SIG20-3,005� F�A,C.. for statewide acceptance per Method 1(d). The product noted above ties been
<br />tested and/or ev luated as summarized herein to show compliance with the Florida Building Code
<br />Seventh Edition = and Is, for the purpose Intended, at I-" equivalent to that required by the Code.
<br />R"valuatiev, of this product strall be requited followfift pertinent Florida Building Code modifications or
<br />revision$.
<br />Stibstaimilafing Daft
<br />- PRODUCT EVALUATION DOCUMEN"
<br />FX drawing #20-31543 figed'24gs Galvanized Steel Skerm Panels (HVHZ & Non44VHZ), sheets 1-5,
<br />prepared by Engineering Express, signed & sealed by Frank Bernardo. P.E. is an Integral part of this
<br />Evaluation Report.
<br />- 111-T REPORT$
<br />Uniform staft structural performance has been tested in accordance with TAB 202 test standards per test
<br />repart(s) #ST-ASG-1 7-001 by Slackwater Testing, Inc.
<br />Large missile Impact resistance and cyclic loading performance has been tested In accordance with TAB
<br />201 and TAS 203 test standards per test report(s) #BT-ASG-17-001 by Blackwater Testing, tino,
<br />. STRUO-URAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have boon prepared which evaluate the product based on
<br />comparative and1ar rational analysis to quality the following design criteda:
<br />1. Maximum Allowable Spans
<br />2, Minimum Allowable $pans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 121H AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM@ ENGINEERING Ex PRESS, com
<br />ENGINEERINrEXPRIISS�COM
<br />ENGINEERING
<br />Page 2 of 2
<br />Ali American Shutters and Giass - 24ga Galvanized Steel Storm Panels
<br />No 33% Increase In allowable stress has been used in the design ofthis product.
<br />Separation from glazing is not required fat Installations outside of wind zone 4 and asseratal facilities.
<br />Impact Resistence.
<br />Large ImpactResistanoe has beerridemonsmstai as "danced In previously fisued test rapoo). and is
<br />accounted fat in the engineering design of this product.
<br />Mind Load Resistance
<br />This product has been designed to restst wind loads as Indicated in the span schedule(a) on the
<br />respective Product Evalustion Document IIi.e. engineering drawing),
<br />Installation
<br />This product shall be Irrmlled In strict complance with #a respective Product Evaluation Document 0.e,
<br />engineering dranil along with all components noted therein.
<br />Product components shali be of Its material Specified in that product's respective Product Evaluation
<br />Document (i.e. engineering drawing) -
<br />Limitations & Conditions of Use:
<br />Use of this product Strait be In strid accordance with the respective Product Evaktation Oocumer# O.e.
<br />engineering drawlini as noted h"n.
<br />All supporting host structures shall be designed to rosist all superimposed loads wW shall be of a material
<br />listed In this prodlucVg respective anchor Schedule, Host structure conditions which are not amounted for
<br />In this products respective anchor schedule shag be designed for on a sit"periffie basis by a registered
<br />professional engineer,
<br />All Components which are p"n*nently Instaged 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 />Respectfwly�
<br />--Z
<br />Frank Bermardo, PE
<br />ENGINEERING ExPREss"
<br />#PE0046549 [ Cen, Auth. 9885
<br />160 SW 121- AvENuE SUITE 106, DEERFIELD $EACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM@ENG$NfeRlmGExpr,Ess.com
<br />ENGtNEERTNGExPRtss.tom
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<br />INSTALLATION QUAILS EOR 5ERIES 2000 E-Z HANG SIM PANEL
<br />INM EMU CONCRETE. EIE BLQCK AND WOQD SIRUCIVRES
<br />7, �T,-t -�47TT
<br />EXEMING POLARED
<br />RETE OR TAPCON
<br />-V4-0
<br />CONCRETE $LOCK ANCHOR 0 12' D.C.
<br />REQUIRED
<br />1/4'0 TAPCON, #140' HEX IN WOOD H" W-40 TEX
<br />REQUIR"_
<br />__tC" 06(4* FROM J�Y4' FROM
<br />ANCHOR 0 12 D.C.
<br />EDGE OF
<br />K"ii
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<br />1/4`�=M-'
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<br />INSIST WAIF
<br />MAX MAX,
<br />Vol
<br />PAN EL LENGTH PANEI, LENGTH
<br />MIN -20.2'
<br />_MEESCREW
<br />TO Wi TH
<br />JI TO GLASS�
<br />r
<br />-1/4 IAPCON ANCHOR
<br />*I 2- O.C1
<br />,/4-0 TAPCON ORO 21.1*1 WOOD
<br />12* C.
<br />ANCHOR 0 12* C. CREir
<br />OR
<br />14�
<br />CONCRETE BLOCK
<br />ftMIRED�
<br />AAMAM
<br />SCALE 3/8wl' SCALE 3/8-1"
<br />FLORIDA BUILDING CODE (Man bh Velocity Hurricane Zone)
<br />1401M MIN. PANEL tzhaj -M ROM, *r_ P.R1
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX� A,&DL DESION SMALL BE 2'-6" 24 OAGE CALVANIZED STEEL. STORM PANEL &AWN
<br />PRESSLIRIE RATING +/- 40�O p,s.f. AND W-O' MAX S EG GLOBAL PROTECTION PRODUCTS. LLC.
<br />PANEL LENGTH. Z 11LIEC0.7
<br />ON S.W 11 WROUT
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD .2`toigi TRAIT ft
<br />as 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, Wl SPECIFIC M AN , A,,I, lim-N, "AD.E., uul�
<br />DENSITY OF 0.55 OR EOVAJL�
<br />T`
<br />IALL AMERICAN SHUTrERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ)
<br />&I �rV
<br />-B-CM
<br />TYPICAL VERTICAL MOUNT ELEVATION
<br />N.7.S. ELEVATION
<br />TOP MOUNT
<br />[CONN Ty
<br />BOTTOM
<br />LSP_
<br />_OBSTRUC
<br />(CONN TIP
<br />AS REQ-D)
<br />_OBSTPU
<br />(LDCATT
<br />_E
<br />TION)
<br />CTTON
<br />ON MAX VARY)
<br />Urnrx
<br />SOTTOMMauNrc NN-/
<br />TYPE AS REQ'D)
<br />G PAN BELOW
<br />SSTRUCTION)
<br />PANELS MAY ar NOTCHED AS RT
<br />PROVIDE07HATCONNECTIONS'A'..
<br />OPTION _Y��-20STIMH
<br />11- WITH WASHER5D
<br />ANCHORSARELISEDWHICHS ISFYJ
<br />T
<br />AC
<br />WING NUTS FASTENED 0
<br />FS
<br />OVERLA * MIDSPAN (USE
<br />SPANS ABOVE A B�LOW 08SIRU TION
<br />A? GRANTABLE)
<br />VERTICAL MOUNT
<br />ELEVATION
<br />/""27"11. (NOTCHED PANELS)
<br />\_1_1� N.7,S.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE.,
<br />24GAUGEPANELS
<br />MINIMUM STORM PANELSEPARAPDAlfROM GLA%
<br />(HVH?, WMMNE4 ESSENITTALFACILITIES1
<br />MAX]MUM
<br />DESIGN I ALLOWARIS
<br />PKt_N$UM
<br />INSTALLAHONSLE. INSTAILIATIONS.TER
<br />TRANNAINVOTGRADE THAN 30 ABOVE GIADE
<br />13011 IN
<br />SUGAR
<br />6)
<br />"J46r.
<br />In
<br />_094
<br />w, __
<br />_Eo9j
<br />5-2.
<br />253NR
<br />59A �R
<br />6.11in it
<br />__MA 1. �
<br />27111111
<br />_�2 1.
<br />613 In iia IN
<br />t)FAN bLHI:L)ULt: NIU I t5:
<br />L ENTER $PAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD & PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWASLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NE"TWS DESIGN LOADS.
<br />2. �PANSL PASTENEW ARE STUDS USED IN
<br />cowuwnot,; WITH ALL MOUNTING exTausIoNs
<br />J'P-TRACK, MOOED ANG-Ji ETC,), USE 6.25'
<br />OC, PANEL FASTENER SPACING TABU VALUES FOR
<br />ALL N`- AND -U-MEADERS (INUUDING BUILD OUT
<br />CoNvITIONS),
<br />3. UNEAR INTERPOLATION BETWEEN WADS IS
<br />AOCEPTASLF� DITHERATEBE ME NEXT HUGHEA LOAD.
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />ffS �NOffTED IN .11,E511GN
<br />CHI,�,
<br />DESIGN NOTES: SCHEDULE$
<br />POSITIVE AND NEGATIVE DESIGN PFFSURES CALCULATED
<br />FOR USE T E LL DET ERMINED PER�
<br />W'% I'MRIS SSTZ91"
<br />SEPARATE 6 1 111 RING C OROANIE WITH THE
<br />E
<br />_U En HA
<br />G'7""NI'NNEOE)":10')A'l�C"ORR"" 'CIE RWRSM AS
<br />OETePM N DAR E W H A CE DC PIER
<br />L�
<br />R . OF THE, EUI-I.G .DE RADLLSIE.IESS -A
<br />2L.L T , T, ,I IVE OR AT " E
<br />UP V
<br />SURE CAPA;JT�Y VALUES I-ISTEDHEREIN FORANY
<br />`Rr!� 5 V
<br />ASSiMBLIASS WN.
<br />GENERAL NOTES:
<br />TRESS HAS BEEN USED IN THE
<br />OR THE PROUECT
<br />IS USED EPA L BE RESPONSIBLE
<br />ACES"O TVA DESIGN WHICH
<br />�DNTRACTCR,
<br />fRIN. SHALL BE RECEIRE. IN
<br />S EN
<br />4�TOR SPA149 CONTAIN 0 AS
<br />e SPAN rUCULATIONS
<br />ANODOESNOTPROWDC
<br />CON DITIC'S OXFF
<br />ED EWINE"MORR
<br />CUME117S POR USE IN
<br />BASED ON MAXIMUM TESTED
<br />CHANGED AS FIELD
<br />HITICALLY OR
<br />EM.woso To
<br />ETEANCHORS PER
<br />11177111CATIO 01 A1F3A"ATI1K5 ARE 1111111111,
<br />16 ACr8,Aj%N.. ADDITIONS OTHER MAR.ING5 TO THIS DOCU MENT
<br />AR� NOT PERMITTED ARIO c1YAM1A`T1!11US O�70%"IMUM 0 1 LABE
<br />11� EV111411.1"AL11.1111ASENTLY LABELED VII A14 F0 L
<br />'S ER� '. I! MTAINU`G THEFOLL01VISaINFOR-TI.N!
<br />� M_LAME�,CAN sHuTTeRs U I, GLASS
<br />�Esr PA M BEACH, FL
<br />2 1'
<br />L FLO R I D' I P`9A05D`�`C`T`ATA76R DV`A3L N U M BE R
<br />VISIT ECALC.10131643
<br />Fl,'R 1_ 31�, RZ 1IVJ I � 3 NINE
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />ON
<br />I
<br />1�
<br />3 RUWW_&M0 MWIM RPR AU WILIM)IM MCUAM IN TAB" ARi
<br />,I_ TABLE 15 IOSOT4 12p TINITH OR �IMIRVT S TI DIC-) A66 24o PAWLA, � sMN Wl� PANEL
<br />GLASS SEPARATION NOTES: 0 d,
<br />L ENTER SPAN SCHIEDULEWIT11 POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED,
<br />4 SCHEDULE 15 RMARIED FOR USE WITH POSITIVE LOADS ONLY. EOTIDM MION,
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISIE USE NEXT HIGHER [CONRIY11�
<br />LOAM RWD)
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTLAIL
<br />FACIALDIF.' . IN WM WIND Z014LS I THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT RISQUIARO, AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED MING IS LEQ�TREC.
<br />0
<br />r, `,01PTIONAL INTERIOR FASTENING DETAIL
<br />�NT
<br />OP ONAL EGRESS PANEL QUAIL
<br />M NIT EDR FASTENING
<br />NUE $c"w
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<br />MIN.
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<br />@ MS'O.0
<br />U"I Rpie I;
<br />-11,11. 1. a .
<br />IN
<br />3/4" EIDGE DISTANCE
<br />ANCH
<br />TYPE OR PRESSURE
<br />(PSIP)
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<br />12.51, 16,01, 1610, IQ;
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<br />16
<br />16.0-
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<br />S�V� SNEED 33
<br />41
<br />11�D E-Ul. 48
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<br />1619. 8161,
<br />115.0- 7.13"
<br />15A' S,9"
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<br />12.511
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<br />ANCHOR NOTES:
<br />L. ANCHOR SCHEDULE ARPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROYTOL-Z
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />I N SPAIN SCHEDULE SHALL APPLY
<br />2. ENTER ANCHOR SCHEDULE �ASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTUR
<br />MATERIAL, & ANCHOR TYPE. SELECT DE51GN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHIFFTER SPANSELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />5H ET 2 FOR IDENTIFICATION OF CONNECTION TYPE),
<br />3. PANEL FASTENERS' ARE STUDS USED IN comUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />('F`T RACK, STUDDED ANGLE, ETC.�, USE 6,25" C.C. PANEL FASTENER SPACING TABLE VALUES FOR
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<br />ALL "H'- AND'U`HEADERS (INCLUDING 5WILDO NOITIONS).
<br />4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENCATIONS.
<br />5 HOLQW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTIM C90 51."X
<br />6: MINIMUM
<br />7 MINIMUM EMNOMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE,
<br />EMBEDMENT AND EDGEDDSTAKE EXCILUDIES STUCCO, FOAM, BRICK, AND OTHER VIALL
<br />FINISHES WALL FINISH ES SHALL HE LIMITED TO 114- MAX OR SHALL HE VERIFIED BY OTHMS TO
<br />ADEQUATELY TRANSFER LOADS TO MOST STRUCTURE.
<br />5. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRA�CKED CONCRETE ONLY,
<br />9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDETIONS MAY VARY� FIELD
<br />VERIFY THAT FASTENERS ARE INTOADEQ0ATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES,
<br />Io. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHAUL BE LOCATED IN
<br />CENTER OF NOMINAL 2 " X 4" (MIN.3, WOOD STUD F�:. EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOODST DSHALL BE --OUTHEP.N P�g G�O,S5 ORGREATER DENSITY, LAG SCREW
<br />SHALL HAVE PHI ULIPSUPAN HSAD OR HEX HEAD.
<br />11, REMOVABLE ANCHORS ARE: OSWALT PANELMATE, ALL -POINTS SOLTD-SET IN BRA55 BUSHING,
<br />12� MACHINE SCREWS SHALL HAVE 1/2' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAX HAVE EITHER A PAN, HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U. N�O.
<br />134 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES,
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<br />14. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES,
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