|
zi/is,
<br />ANCHORS
<br />SECTION IEZI a ALTEM441W EZ1W ON SHEET
<br />_,3 __13 M"_
<br />M1. Mr.,
<br />(SEE
<br />9
<br />�O(SEE NOTE 2) _0114 4)NOTE 2 1
<br />1 1
<br />S. 1/2
<br />*0 ALLAWARAI
<br />POP RIVET LAST PANEL(D TO BE INST&LED AT EAC14 OPENING $HAU. ALWAYS BE
<br />1/2' ci PRovpEDSTw4 FEAR HANDLE To FACILITATE INSTALLATION IF INTENDED
<br />L 10 BE IN LED FROM INSIDE OF STRUCTURE.
<br />jD=
<br />PER
<br />56X
<br />OF 'L' 0). CPL AN ORM
<br />T_ I DEW QN. Q E& _Z H G ST PANEL SYSTEM
<br />I SKNC
<br />(.�D' PANEL) (INTERfOR PANEL) (INTERIOR PANN (INTERIOR EQ (END PANEL) (V5114NMEL &L TRACKS 'TOP & BOTTOW
<br />SEE NOTES 2, 3, 4 SEE NOTES 2� 3, 4 Is. G. (2). END PANELS SHALL ALWW,8E CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP HAI.L BE PROVIDED A7 TOP OF SUCH
<br />MAIL
<br />PANEL LENGTH PANEL&
<br />a 40.0
<br />(3), IF END PAN" ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SMALL CONSIST OF 1/4"o-204/4* M.S� W/ 7/8"04/32' WING
<br />'THUMBSCREW
<br />11 LTDO NUT OR 4 ox3/;4 Ulm INTO TAPPED BOTTOM
<br />P L"ON
<br />S.S. W/W 6 Ek OVERLAP TRACK, FASTENERS MAY BE AT EITHER OF TWO
<br />(SU SECTIONS AS EXTERIOR FLAT FLANGES OF END PANEL.
<br />J U
<br />_tt .. ...... (4), IN ME THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (I... A STOP SAIR IS. ONLY USED AT TOP) AT LEAST IWO
<br />FITTFIT71 "�x PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE
<br />I 1 1, 1 IN SUCH CASE, CONNECTION OF
<br />I_LL_J_J_L.L1__J_J_L J PANE X MAY
<br />3 M SEE NOTE 4----
<br />M", L
<br />ONLY VAUD FOR WIN
<br />6. L 07w/@
<br />3 170 .;,h�
<br />ANCHORS
<br />LPEE -0, ALTERNATIVE IEZIW ON SHEET is)-
<br />EEZ I 18 -
<br />Zj W/16
<br />TYPICAL ELEVATIO EQR SERIES 200Q E-Z HANG STORM PANELU)SYSIEM M
<br />SCALE: 3/32'=l"
<br />2.697'(WN. O.VRAP 114' U.. CAP
<br />-1 Vkj�,.�VAU.Cr)
<br />�=7 ="S. Z S-Z I 2_1�
<br />SECTION A -A
<br />SCALE: 3/32"=l"
<br />% FLORIDA BUILDING CODE (Non High Volocif Hu Done zo.0)1
<br />24 GAGE GALVAM2EO STEEL STORM PANEL F.P.
<br />o,44167 st,
<br />LTal :E:C: :0 �,, GLOBAL PROTECTION PRODUCTS, LLC.
<br />STATE - 4EWPL!, SIRIEFT
<br />OR01t, MKR� (")MM", =14
<br />20-175
<br />Ga. NP.
<br />ENr_:,1NEER1NG
<br />ENGINEERING EXPRESS110
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number: 17889.1 - R2
<br />FX Project Number. 20-31 S43
<br />Product Manufacturer. AS American Shutters and Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Palm Beach, FL 33409
<br />Product Name & Description: 24go 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 oilorkla Building Commission) Rule Chapter
<br />SIG20-3.005, FAC, forstatewide acceptance per Method 1(d). The product noted above has been
<br />tested andlor ev lusted as summarized heroin to show compliance with the Florida Building Code
<br />Seventh EdlUon!;020) and Is, for the purpose intended, at least equivalent to that requited by the Code.
<br />Re-evoluation of this product "I be required following pertinent Florida Building Code modifications or
<br />revisions.
<br />Substantiating Date:
<br />. PRODUCT EVALUATION QQCUMENTS
<br />EX drawing 0112D-31543titled'24ga Galvanized Steel StormPanels (HVHZ &Non-HVHZ)% sheets 1-5,
<br />prepared by Engineering Express, signed &sooled by FrankSonnardo, P.E. Is an Irflogralpart ofthis
<br />Evaluation Report,
<br />A TEST REPORTS
<br />Uniform static structural performance has been tested In accordance with TAB 202 test standards per test
<br />report($) #8T-ASG-1 7-001 by Blackwater Testing, Inc.
<br />Large missile impact resistance and cyclic loading perfortnerroe has been tested In accordance with TAB
<br />201 and TAB 203 test standards per test report(s) VBT-ASG-1 7-001 by Backwater Testing, Inc.
<br />Eoru�u 'T'UCTRAL ENGINEERING CALCULATIONS
<br />-1 engineering calculations have been prepared which evaluate the product based on
<br />OCTYPOrative and/or tational analysis to qua* the following design criteria:
<br />1. Maximum Atlawable Spons
<br />2. Minimum Allowable Spans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 121� AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM @ENGINCERINGEXPPess. Com
<br />ENGiNEERIIINGExpRess.com
<br />E,INGINEERING
<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 glazing Is not required for Installations outside of wind zone 4 and essential facilities.
<br />Impact Resisilance.
<br />Large Impact Resistance has been demonstrated as evidenced In previously fisted 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 achodule(s) on the
<br />respective Product Evaluation Document V.e. engineering drawing).
<br />Installation
<br />This product shall be Installed in strict compliance with its respective Product Evaluation Document o.e.
<br />engineering drwMng), along with all components noted therein.
<br />Product components shall be of the material specified In that product's respective Product Evaluation
<br />Document O.e. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be In strict accordance with the respective Product Evalualion Document (i.e.
<br />engineering drawing) as noted herein.
<br />All supporting host structures shall be designed to resist all superimposed lCods and shall be of a material
<br />Rated In this products respective anchor schedule. Host structure conditions which are not accounted for
<br />in this products respective anchor schedule shall be designed for on a sit"pooffic basis by a registered
<br />professional engineer.
<br />All components which are permanently Installed shall be protected against corrosion, contsminstion, 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 />"IN,
<br />Frank Bennardo, PE
<br />ENGINEERING EXPRESS*
<br />#PE0046549 I Cert. Auth. 9885
<br />160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM 0 ENGINEERING EXPRESS. COM
<br />EnGIREERI NG EXPRESS. COM
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<br />20-31S43
<br />..........
<br />4CLOSUREDF L
<br />J
<br />INSTALLATION DETAILS EQR SERIES 2000 E-Z HANG STORM PANEL
<br />INTO POURED ONCRETE.&DAME BLOO AND WQOP 5-TRUO)RES
<br />�1_77 7.
<br />1/4-0 TAPOON
<br />i CONCRETE BLOCK ANC14OR 0 12" ETC.
<br />REQUIRED.
<br />1/4'd TAW�PCMON J14KI" HEX HEAD TEX WOW WADER #14.1- HEII WAD TEX
<br />ANCHOR 0 12' D.C. SCREW a A/*- FROM REWRED 064* FROM
<br />MOE OF I
<br />EWE OF Qj
<br />9
<br />2.
<br />E.D. Jim.
<br />A '/4"
<br />A,
<br />AT P2' PER P0NCL A
<br />I
<br />TO CLASS. I _R�, EPARATION
<br />._ _r
<br />XMIN pop To INUM POP
<br />HIM- UN
<br />L
<br />I
<br />4/VT VAN.
<br />th PANEL LENGTH Is i PANEL L04M
<br />AT
<br />V I* WIn. V Mhu
<br />IN,
<br />TO GLASS. 8 'to GLASS, OF
<br />IV
<br />7
<br />1 2
<br />1/4"0 TAPCON ANCHOR
<br />12.
<br />h
<br />6 2a.; WOOD
<br />1/4�& TAPCON er. POURE
<br />ANCHOR 0 12-"EMNUIRED _P
<br />ONCRETE BLOCK REQUIRED
<br />C . BUCE
<br />NALL MOUNTING
<br />SEQ1191M
<br />SCALE 3/8-1 SCALE 3/8-1"
<br />JV
<br />FLDRIDA BUILDING CODE (Non Nfigh Velocity Hu cam Zone)
<br />o.44 cam 101004 M rl
<br />]H 24 GW GALVANIZED SM STORM PANEL
<br />ONLY FOR MAX. ALS.D. DESIGN ORA" ft�
<br />1. INSTALLATION ARE VAUD
<br />PRESSURE RATING +/- 4o.o p.s,f. AND W-O* MAX 3
<br />STATE 0 110 GLOBAL PROTECTION PRODUCTS, 11C.
<br />PANEL LENGTH, Ecolllc� 480 &W, 51 STREET
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Rl'a Q-.W1=:,A: WJWA . OM rL U314
<br />....... MI. 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC nod, M. to"Aw-em
<br />AIL A= SPY
<br />DENSITY Of 0,55 OR EQUAL. mum W�
<br />WA, Njkfil
<br />VaPPARMEMArr PE. _-" r1rq!
<br />I A I I I
<br />ALL AMERICAN SHuTrERS AND GLASS %
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />I __;01
<br />WIDTH UNLIMITED
<br />(PERP. To PANEL SPAN)
<br />TOP MOUNT7 (CONN
<br />TIP.
<br />TYPE AS REQ'D)
<br />SECTIONS[
<br />BOL:TS WITH WASH ERED
<br />WINGNUTS FASTENED (P
<br />OVERLAPS 0 DSPAN (USE
<br />APPROMATEM81PAN TABLE)
<br />IE
<br />X,
<br />PLAN VIEW
<br />6
<br />r
<br />g
<br />R S6"
<br />BOTTO I M DU I �T
<br />fCONP 7'r i S_/
<br />IIE1Q'D)
<br />MAYBE AT 70
<br />a BOTTOM
<br />K-1-'\ TYPICAL VERTICAL MOUNT
<br />ELEVATION
<br />N7.S.
<br />ELEVATION
<br />TOP MOUNT
<br />(CONN TYPE
<br />Lmm
<br />AS REQ'D)
<br />(SPAN ABOVE
<br />f UCTION)
<br />OEISTR
<br />FI
<br />BOTTOM
<br />-2j
<br />UNT
<br />(CONN TYPE
<br />AS REQ-D)
<br />(LOCATION MAY VARY)
<br />TOP MOU NT
<br />L
<br />1C.NN TYPE
<br />AS REq'D)
<br />-11
<br />BOTTOM MOUNT (OONN_/
<br />LSP Unia
<br />AN BELOW
<br />TYPE AS REQ'D)
<br />8TRUCTION)
<br />PANELS MAY BE NOTCHED AS REQUIRED,
<br />CF�TIONALY4'-20 STlTCH
<br />BOLTS WITH WASHERED,
<br />PROVIDED THAT CONNECTIONS AND
<br />ANCHORS ARE USE[) WHICHSATI81'Y
<br />WINGNUTS FASTENED 0
<br />OaSTAI ICTION,
<br />OVERLAPS 4 MIDSPAN aLSE
<br />�Lf)
<br />VERTICAL MOUNT
<br />ELEVATION
<br />/'_2_'� (NOTCHED PANELS)
<br />\..Lo/ N,7 S.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />C
<br />MINIMUM STORM PANEL SEPARATION FROM 'tASS
<br />i"VHZ, WIND ZONE 4 & ESSENTIAL FACUTIEt)
<br />M
<br />I ALLOWABLE.
<br />IN!ITALLATIONS LESS INSTALLATIONSORITATER
<br />PDESIC1
<br />Amu -
<br />SPANILHA)
<br />THAN SIT ABOVE GRAVE THAN 3VAGOV9 GRADI
<br />IMF,
<br />__T__
<br />1/40
<br />5,06 1. 16 A
<br />(Is IEf.
<br />6.061. 2461,
<br />/A5,
<br />Po 9 IA
<br />6D6 In ?*1610
<br />130.0
<br />6,0610 2
<br />2.35jr,
<br />83,2 M
<br />SDS III
<br />59.8
<br />11 2.724, i
<br />./.70
<br />n III
<br />_2�1_11
<br />31PAN SCHEDULE NOTES:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />014 LOAD & PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />21 P"EL FASTENEW ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />('r,TRACK, STUDDED ANGLE� ETC,), USE 6.2S'
<br />O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL I'. AND "U"EADERS (INCLUDING BUILD OUT
<br />CONDITIONS).
<br />3.
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD To DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED
<br />2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS
<br />INYTERPOLA'71ION BETWEEN LOADS I[SACCEPTAOLE, OTHERWISE USE NEXT HIGHER
<br />LOAD'
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTPI WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SCHMULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED 9MING IS REQUIRED.
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES; ',7
<br />AS NOTED IN DESIGN�
<br />DESIGN NOTES: SCHEDULES
<br />P051TIVE AND NEGAj1yVjD,ESTGN PRESSURES CALCULATED
<br />FOR USE WITH THIS M $111ALL BE DETERMINED PER
<br />5EPARATE ENGINEERING IN A�CCORDANCE WITH THE
<br />t AS
<br />GOVE�N, '41C OCA� FRn'5R5UR RE19'1'�"UECMFNTSNDCHAPTrR
<br />.ETE M N C NCC 11 A. 1
<br />16090 RI�DA I,1TfiLED01%PCODE SHALL BE LESS THAN
<br />" T"' PLO
<br />0 UALT.THE � I R EGATIVE DESIGN
<br />POURE CAPACITY VAL ES LISTED HEREIN FOR AN,
<br />ASSEMBLY AS SHOWN,
<br />GENERAL NOTES:
<br />HAS BEEN USED IN THE
<br />: PROJECT
<br />DSH UL RE RESPONSIBLE
<br />a T,�
<br />IS DESIGN WHICH
<br />ACTOR,
<br />SSMAL'a" UREO'N
<br />EV I ' T
<br />PAN 1AL.1 I.% AS
<br />OA55D ON MAXIMUM TESTED
<br />is, EXCEPT AS FXPRMSSL�f PROVXDeD HEREIN, 140 ADDITIONAL
<br />EER11FICATIONS OR AFFIRMATIONS ARE INTSNVEO.
<br />16 ALTHRA771ON5 ADDITIONS, OR OTH4R MARKINGS TO T 15 DOCUMENT
<br />AkENCT ERMI��bANO.VAUDA��ISCE�T�ItAndj.
<br />17, PANELS SHALL BE PERMANENTLY F (1) LNE) EL
<br />PER EVERY 3.0 FEET, CONTAiNUNG THE�&EMNWG�IHNAFOM�IMNALTMTUOMNP
<br />VISIT ECALCJ013111543
<br />Y.T. NEER.-ADI.-RE
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
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<br />00NDmoNs A,, 0P CA Dormm. PANEL LE46,HS LESS, `,HAN "AOSE NOTED IN TABLE AaCw me No,'
<br />AE e"Aw.
<br />2, NCI SEPARATI(MM RHIN GLASS IS REQUIRED WHEN PANEL LeNGIH IS GREATER � �T NCYSD MR
<br />PIESPtCnIe MCAAMAG COMBRUkIrION A
<br />3, SIDS OlStAkM REQUIRED " ALL WILDOU'r MMWn IN TPSU Above. -At SICE O.0SUA S ARE NCIT
<br />Useo � NUoo, AX`LA`"NG cmITP0A`E1 PUKKAP&H, SIEPA'Prno. OM` GLASS S� Be PER mv, I
<br />.. YASIE APPLIES ro 22o (wrrN IIA wrYHmY sI �Ys) AN. JA%A I-
<br />AASTENIAS o Q's. v1.
<br />oi,emNs APEA DeTAIL'A"), Lsr� ANY -LAYING cuAumm � IN rHEu ..WtNas,
<br />L Q.W ONAL INTERIOR FASTENING D91AIL
<br />ScIro -
<br />(OCARN - AS
<br />Re")
<br />ap- 0 L EGRESS PANEL DETA14
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<br />C'09' FS, � �i'i �
<br />�0.094" �OA20` J TYP. 4 T
<br />LA TY P
<br />-03 0.0,,4"
<br />!1�'� 0.2 OB .09 M
<br />,2--
<br />L.930" TO.062" 0. ITS
<br />1,930!' CID", iAL:� rtNIE- A I
<br />F , �2501` 2.000" 1000" TYR
<br />@BUILD -OUT 'U" HEADER
<br />360" MAX 3til
<br />T 1 .1
<br />0.16,
<br />D.111 . . . .. -
<br />C "�j
<br />0,1W jl�
<br />0"PANIL COVERV OE
<br />L 1U
<br />E
<br />__,4 P7S" PAN L LEN(�l 11 "an
<br />0 INS,., ."SC
<br />77T TI.N
<br />h , MAY'sE
<br />T- 1 0,
<br />TY P. ryP. So
<br />RxLrI-_cuT TRACK (-,)"E TRA�N AND TRACK
<br />*L De".
<br />0
<br />EI A,
<br />, 4f In. @ T' ANQUE -iZK (EXTENDEO�l
<br />1.4000"
<br />C� in I; j j I
<br />OVERLAP
<br />4"MAX - COUR-SURE �TAL
<br />.25" MAX.
<br />MAX,
<br />.0
<br />DISTANCE T" "r
<br />111 D 1W A',
<br />1ODC1
<br />T,
<br />W '11- 11"0 1,-
<br />'AjLO, EMBED
<br />3.8201
<br />M -A
<br />�.'I TO�
<br />4�, KAX. - Mik
<br />H
<br />20-31543
<br />00
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS; PANEL FASTENERS 9 i2S" O.C.
<br />DMACTULT
<br />T. 1=
<br />0=,fiwieew �z
<br />7Z
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<br />IS I/
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<br />'IV
<br />ANC. MAX RMAN
<br />- TTYPI XF)
<br />I/T. . 2. EMS. 33
<br />ZIIJPF� 41
<br />48
<br />1712
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<br />V4" a 1-1/4'EM BCD 33
<br />TAP CM 'CIA$' 41
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<br />ANCHOR NOTES:
<br />I . ANCHOR SCHEDU UE APPLIES 70 ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAN IMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRMURES INDICATED
<br />IN
<br />Z. ENTER ANCHOR SCILEGULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, a ANCHOR TYPE. SELEC7 DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH UTTER SPAN,S ELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITtON (SEE MOUNTING DETAILS ON
<br />SHEEf 2 FOR IDENTIFICATION OF CONNECTION TYPF)�
<br />3, "PANEL FASTENERT ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />C-F--TRACK, STUDDED ANGLE, ETC,), USE 6.25" O.C, PANEL FASTENER SPACING TABLE VALUES FOR
<br />A� -H` - AND "W-HEADERS (INCLUDING BUILPOUT CONDITIONS).
<br />4, AIICHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.
<br />5 HOLLOW BLOCK HOST STRUCTUR SHALL CONFORM TO XTM C90 BLOCK
<br />6: MINIMU M EMBEDMENT SHAUL BE AS NOTED IN ANCHOR SCHEDULE,
<br />MENT AND EDGE DIETANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL
<br />REMOVABLE ANCHORS ARE: DEWALT T&NELMATE, ALL-POINT5 SOLID-5ET & BRASS BUSHING
<br />MACJ_ENE
<br />,.2 SCREWS SHALL HAVE Ifz'IYINIMUM EN,0AGEMENTOPTHREADS INTOTHEBASE
<br />ANCHOR AND MAY HAVE ErTHSR A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.9.0.
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