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<br />...'ti:.. ''"$ ' p j I ..-------•T"i^' .._ .- "-`e>OP Ta5Y5°. ;:AST PAN€LG!:�) TO BE INSTALLED Al EACH OVENINO 5s{ALL ALWAYS 6E
<br />112'I-T I'-' Or I --q- 11p t7 - O I--3-• o. O "( 'ct I b 1 t --r^R.y`"VDEi? W/ RCAF HANDLE TO FACILITATE INSTAL:AT?Oti 4i INTENDED
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<br />` FF 1= I i(I�' i' I 1 i ! i := E j _ I IC, 8E INSTALL ED FROM INSIDE OF STRUCTURE,
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<br />PER
<br />PAN._,
<br />INOTES
<br />f Iii 01.- 'Ri�i�E-Z tFTG 5;CPM PANEL SrST€A
<br />im PANED (INTERIOR PANEL) HIT EROR PANEL) i i (INTERIOR PANT!) MAX CONSISTING OF PANEL , ContTRACKS TOP k 801,70W
<br />5 F NT 5 d ;EI
<br />- SEi. NOTES ', 3, 4 (3). EMU PANELS SHALL ALAI YS AF. C:ONNEC71-.0 TO 9t1iTLM TFEAT:k
<br />S I i i OTY IET'N15z: A :iTCY"' B,AR � SHALL BE. PT.:740ETi AT TOP OF SUCH
<br />PANE6 Il N`SRii PANtl.i.
<br />`-, Ar i I { ,_�..'' 1 1 i'.; ..i * {'1 •``* I r i_Y_.�,• * 1 b r, 401'1. a.c.r.' - 'R F i F'i'
<br />I 1�,.{ I iI,), IF END PANELS ARE CONNECTED O BOTi N TPAC,l,, CONN_4 ,OIN
<br />I CONS"STI Of §;tx^a-20.7 4' M.S W/ `7/ B'em1/32" WING
<br />� srraL.. I
<br />1 f '7 f0 PANES w7 ;44-7n=? NIT OR I/-'0,V4" iem THUMBSCREW INTG TAPPED BOTTOM
<br />Is 9001 w rT Eh CIV':.Rzf4' TRACK LOCATION OFFASTENERS MAY 6E AT EFTHER OF Iwo
<br />,SEE SEC'no's Ash i LICA`LiI €XTEWOR FIAT vANGe`S `.,IF END PANEL. 11 _ ErtIt
<br />i
<br />4Y IN c 's T�
<br />NDEED OAR
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<br />A ,ATL'SOSTOT'N
<br />s ; -i' r 7 _, . ,. {--r--_ r_.-i '_. _ _. i ;- I_. . ,, _. T- RACK (I... STOP BAR 15 ONLY TD
<br />} i PANELS SHALL BE CONNECTED 70 BOT10M TRACK USING SPECS
<br />Or
<br />i NDCATEO ON NOTE (:i) KARNE,V0,Y O SUCH CASE PANECONNECTIONLOCATION
<br />PrtNEL5'10 BCtTJ#d STu<ER A3rSY OCCUR k: ANY PANEL i.ccAYION
<br />j
<br />§
<br />SEE NOTE 4 .. '- -
<br />:' Mr,, 'EE -' 1.71W/7' ;SET Nn INSTAL�9PON& ONLY VALG FOR WIND _ _
<br />+fare / err;
<br />�.. -= 3' SPEED UP Tv r70 'rx.8.h.
<br />ANCHOR,-
<br />fe'wrI:ON Qr ffi Ail LANAIWE E2FVd Ot :#kEET ta).-
<br />EZ1/16,
<br />EZFW/Ia
<br />PI V I S R -A STORM I SYSTEM
<br />SCALE: 3/32'-1"
<br />2.687^(r4h th4}C,AF / " MOx_ LTA}
<br />4
<br />1/4'
<br />IAAX. CAP j SECTION A-1
<br />f
<br />FLORHIA, BUILDING CODE (Non Nigh Vetoolly Hurricone Zone):
<br />- 59 O. dfi 167 �: 0 �an�' rrc 24 GAGE GALVANIZED STEEL STORM PANEL ".
<br />_ aAwYa, e*:-
<br />o'•, STATE 0 ' `-` F E o I w c GLOBAL PROTECTION PRODUCTS, LLC. ° fVOT
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<br />ENGINEERING EXPRESS
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />APP catjon,Number. 786�91-R2
<br />EX Project Number 20-31543
<br />Product Manufacturer All American Shutters and Glass
<br />MantitacurerAddress 1540 DonnaRoa
<br />d
<br />West Palm Beach, FL 33409
<br />Product Name 5 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 Buckling Commission) 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 and/or evaluated as summarized herein to show compliance with the Florida Budding Code
<br />Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code
<br />Re-evaluation of this product shall be required following portment Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />• PRODUCT EVALUATION DOCUMENTS
<br />Ex drawing #20-31643 tified'24ga Galvanized Steel Storm Panels (HVHZ 8 Non4-fVHZ)-, sheets 1-5,
<br />prepared by Engineering Express, signed R sealed by Frank Bennardo, P.E, Is an integral part of this
<br />Evaluation Report-
<br />TEST REPORTS
<br />UrIffonn static Structural performance has been tested in accordance with TAS 202tost standards paT Lost
<br />repents)#BT-ASGA7-001 B'ac e Testing,
<br />by 1 kWak 1 Biting, Inc.
<br />Large missile impact resistance and cyclic loading performance has been tested in accordance with TAB
<br />20, and TAS 203 teststandardsper test report(s) *BT-ASC 17-001 by Breakwater Testing, Inc..
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative and/or rational analysis to qualify the following design criteria.
<br />T. 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 />TEAM@ ENCINEERINGEIPRE5S.COM
<br />ENGtNF€RtNGEXPReS5,COM
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<br />All American Shuuurs 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 Resistance:
<br />Large impact Resistance has been: demonstrated as evidenced In proviousiy listed lest repolt(s), and is
<br />accounted lot 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 schedules) on the
<br />respective Product Evaluation Document (i.e. engineering drawing).
<br />Installation
<br />This pvbducl shall be Installed to start cernptlance with its respective Product Evaluation Document (io
<br />engineering drawing) along With all components noted therein..
<br />Product components shall be ofithe 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 shall be in strict accordance With the respective Product Evaluation Document (Le
<br />engineering drawing) as noted herein
<br />Ail supporting hast structures shall be designed to resist ail superimposed loads and shall be at a material
<br />listed in this product's respeotive anchor schedule, Heal structure conditions Which are not aacounted for
<br />in this product's respective anchor schedule shall be designed fw an a site -specific basis by a registered
<br />professional engineer.
<br />Ail components which are permanently installed shall be. protected against corrosion. contamination, and
<br />Po Ira Y P ed g ,
<br />other such damage at all Times,
<br />Trtis product has been designed for use within and outside the High Velocity Hurricane Zane (HVHZ).
<br />Respectfully,
<br />-n
<br />;�• pSr'JN� y '
<br />Frank Bennardo, PE
<br />ENGINEERING EXPRESS
<br />NiPF0046549 I Carl Auth 9885
<br />160 SW 12°" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 334-12
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAMI,IENGrNEt A ilio Ex9REs9,COM
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<br />INSTALLATION DETAILS_FQR'SERIES 2000 E--Z HANG STORM PANEL J-
<br />INTO POURED,OCONCRETER
<br />_ e 1
<br />___IXrSTING POURED - �`
<br />C4NCRErE OR l,'4'4 TAPCON
<br />CONCRETE BLOCK L ANCHOR m 12' G.C.
<br />/ REQUIRED.
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<br />REWIRED.
<br />TALI M4UNTiNG WA MQUNTING
<br />S€CTIDN EZ1 A RNATIYE €Z1W
<br />SCALE 3/8=t' SCALE 3/8=1'
<br />+ p A4f iIQ;;4C
<br />$ - FLORIDA BUILDING CODE (Non High Velocity NurTtcon4 Soria)
<br />- =h MIN. PANEL LENGTH
<br />�2aaa +'LrLrx.. Des. - PP.I.
<br />SHALL BE 2'-6` � ; Nk 24 GAGE 09YANIZED STEEL STORM PANELoRAwdPRESSURE
<br />INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN
<br />FL441
<br />RATING +/- 40.0 p.s',f, AND S'-0" MAX ,6d�GLOBAL PROTECTION PRODUCTS, LLC.PANEL LENGTH. st"'.IL E C3INt2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD r� i ,-z�TIU4r TM HID x ENBNa-,MEMBErRS
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<br />TO BE SOUTHERN PINE No 2, W/ SPECIFIC ♦ '•'�"
<br />DfNSTIY OF 0,55 OR EQUAL.
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<br />ALL AMERICAN SHUTTERS AND GLASS l
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
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<br />BOTTOM MOUNT (DONN
<br />TYPE AS REQ'D)
<br />LBE
<br />(SPAN BELOW
<br />OBSTRUCTION)
<br />FRNELF MAY BE NOTCHED AS REQUIRED,
<br />AND
<br />OPTIONALIICl:'-20 i.TITCH
<br />BOLTS I ITH WA$HFRED
<br />PR' C IDED THAT CONFIBCTIONS
<br />AMCH095 ARE USED iN}ITG H -SATISFY
<br />WINGNUTS FASTENED'@
<br />SPANS ABOVE R BELOW OB5T1rL1CTION,
<br />OVERLAPS 1 MIDEPAN (USE
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<br />VERTICAL MOUNT ELEVATION
<br />z NOTCHED PANELS
<br />1 NITS.
<br />ELEVATION
<br />5 EL ALLOWABLE PA PAN & GLASS
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<br />SEPARATION SCHEDULE
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<br />'LOAD PANEL FASTENER SPACING TO
<br />DESIGN & ACC G
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />SP C
<br />'POSITIVE LOADS LESS THAN OR EQ
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<br />NEGATIVE DESIGNLOADS.
<br />2 'PANEL FASTENERS- ARE STUD? USED IN
<br />CONJUNCTION WITH AL MOUNTING EXTRUSIONS
<br />('F-RACK, STUDDED ANGLE, ETC.). USE 8,2T
<br />O C, PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL "H'• AND'W-HEADERS.(INCLUDING : BUILD OUT
<br />CONDITIONS).
<br />3. LINEAR INTERPOLATION BETWEEN LOADS IS
<br />- ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />N P N H U N A 7 M ENTER 5 A SCHEDULE WITH ROM T E OPENING
<br />LOAD 0 DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PRO[-t<.TED-
<br />2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY,
<br />N R I TERPOL4 ON BETWEEN LOADS I5 ACCEPTABLE. OTHE 15E U NEXT HIGHER
<br />7 W 5E
<br />LOAD
<br />' F H6' 71 N OUTSIDE OF VM-' AND OUTSIDE F ESSENTIAL
<br />Gilt . T ALLA O. S O S E O H H 4U Sib O
<br />FACILITIES M WIND THROUGH ,T E -5 SEPARATION CH RULE S PST ZONES T OUCH 7, THE ATI S R DN
<br />SCHEDULE IS NOT REQUIRED AND NA MINIMUM SEPARATION PROM THE
<br />PROTECTED OPENING IS REOUIHCD._
<br />MAXIMUM ALLOWABLE `
<br />Fl
<br />DESIGN PRESSURES:.u;'
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: I SCHEDULES
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />O `'r T M D. FOR WITH TNTS S S EM SH HALL BE DETERMINED PER
<br />A
<br />S PA TE ENGt t , .GIN CCO I, 1 7 T:
<br />E. RA N FUN A .RDA W 7H t!'c
<br />GOVERNING CODE P 5 RE UL EIME2A REG U REpp R A6
<br />DETER INED Ild ACC47RDANCE "'I TFI ASCE 7 AND CHAPTEP.
<br />1609 OF THE FLOR7 DA $UILD;NG ODE SHALL BE {,ESS THAN
<br />OR UAL '[D ENE CY" VE 00. NEGATIVE DESI N
<br />PRES URE C4PAC17Y VA UES LISTED HEREIN FOR ANY
<br />Y ASSEMBL AS SHOWN,
<br />GENERAL NOTES:
<br />THIS SPECIFICATION HAS BEEN DESIGNEDAND SHALLeE FABRICATED IN
<br />BEEN USED IN THE
<br />UECT
<br />ALL RE -RESPONSIBLE
<br />Ili ➢ESIGN WHICH
<br />R,
<br />ALL RE REQUIRED al
<br />ON14AXIMUM TESTED
<br />T BE INTERCHANGED AS FLEW
<br />OUNTED VERTICALLY OR
<br />SHALLS8 EMHWT,EDTO
<br />ALL CONCRETE ANCHPKS PER
<br />IS CALLED FOR BY LOCAL, STATE, A. FEDERAL CODES N FFICA
<br />TRS OF THIS FLAN.
<br />tCEPT AS EYPRESSLY IRQVT DID H FAPIN, N6 ADDITIONAL
<br />[CATIONS OR AFFIRMATIONS ARE INTENDED.
<br />LTERATIOPJS _.TT,ONS. OR oTHEA MAarC -TOTH. DOEUMENT
<br />T PERMITTED AND MVALIDATE THIS CERTIFICATION.
<br />1NEL5 SHALLBE FERMAN ENTLY LABELED YITHAMINIMUM OF(1) LABEL
<br />L ANERICAN SH UTT€i2S All D CLASS
<br />55T PALM BEACH, FL
<br />S 201,TA6 2OZ &TAS 203
<br />3R IDA PRDDUiTA P.PROVALNUMRER
<br />VISIT EGALC.10131643
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<br />t-isa.I9
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS. PANEL FASTENERS 9 12.5" O.C.
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<br />125
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<br />1 5
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<br />147" 60"
<br />1 D'
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<br />126"
<br />126
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<br />4.7' 4:0'
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<br />123"
<br />4-74.0"
<br />fi-
<br />ANCHOR
<br />NOTES:
<br />I ANCHORS SCHEDULE APPLIES APPLIES TDALL PRODUCTS CERTIFIED HEREIN, BUTONLY'PROVIDES
<br />MAXIMUM ALLOWAeLE ANCHOR SPACING, MAXIMUM ALLOWABhE SPANSANDPFESSU TIES INDIC
<br />ATED ED
<br />N SPAN SCHEDULE SHALL APPLY
<br />Z ENTERAdCHOR SCHFDU LE BPSED ON PANEL FA5TENERSPACING, 7HEEXISTIG STR
<br />UCTURE
<br />MATE
<br />LOAD ROIAL a ANCHOR TPESELECT DESIGN LOAD GREATER THAN OR EUALTO NEGATI
<br />VE DESIGN
<br />N SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO 5H In ER SPANS ELECT
<br />C CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION SEE MOUNTING DETAILS ON
<br />AO NE _ (- NG LS
<br />SHEET 2FOR IDENfrI FICATION CONNECT 10 E.
<br />OF USED
<br />N TYPE),
<br />I. "PANEL FASTENERS'ARE STUDS USED IN CONJUNCTION V1p'H ALL MOUNTING EXTRUSIONS
<br />'F`-TRACK STUDDED ANGLE ETC. USE 6 25" CLC PANEL F ER N ( U PA ASTEN SPACING AWES FOR
<br />) V
<br />ALL"H°-AND "U"-HERDERS (INCLUDING,BUILOOUT rDNOITIONS)
<br />4 AN CHORSSHALL BE INSTALLETIN ACCORDANCE WITH MANUFAC,]lPER<' RECOMM'ENDAnoNS
<br />S HOLLOW BLOCK HOST STRUCTURE SHALL CONFQRM TO ASTM C9O BLOCK,
<br />61 MINIMUM EMBEDMENTBH L E ASNOTED ED IN ANCHOR SeH D LE SAL E AS TUC U,
<br />? MINIMUM
<br />EMBEDMENT AND EDGE DISTANCE EXCLUDES 5T11CG0 FOAM, BRICK, F N E , „ AND ER OTHER Lyf+J1
<br />ADEQUATELY
<br />WALL FINISHES SHALL BE: LIMITEDUC 1)4 MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE
<br />e, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN CRACKED CONCRETE ONLY,
<br />9 WHERE EKISTINGSTRLI TURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD
<br />VERIFY THAT FASTENERS ARE iNTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD 5 CCEFTABLE ONLY FOR SIDE CLOSURE
<br />I A W FACE
<br />STUDFRA.
<br />ID. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED W
<br />CENTEROF NOMINAL 2' y4"(MIN,)WOOD STUD(" EDGE DISTANCETS ACCEPTABLE F,ORWOOD
<br />FRAMING). WOOD STUD SHALL BE SOUTHERN PINE" G=O.ES OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE PHILLIPS PAN OR HEAD H HEAD EX
<br />1t REMOVABLE ANCHORS ARE D ALT PANELM4TE AL •FPSNTSOLID-SET
<br />BRASS BUSHING
<br />1.MACHINE SCREWS SHALL HAVE 1j2"MINIMUME GEMENTOFTMREADINTO THE BASE:
<br />ANCHOR AND MAY HAVE EITHEP A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U-N:O-
<br />13 M1NtMUM EMBEDMENTANp EDGEDtS`ANCEEXLU DE
<br />B STUCCi1370THER WALL FINISHES.
<br />14,= DESIGNATES ANCHOR CONDITIONS 14HICH ARE NOT ACCEPTABLE USES.
<br />15. * DIRECT MOUNTING GDNOITiQNB-
<br />16. LINEAR INTERPOLATION IS NOT PERMITTED FIJP. USE WITH THE ATICHOR SCHEDULES LISTED ON
<br />THIS SHEET.
<br />i7
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<br />SHEET NO.
<br />IS 1.5
<br />11 -117- 7-Fiir 1 1
<br />T - 1 - 7 _ I -.
<br />
|