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ANCHORS
<br />(SEE SECT,ON ¢I a 41TERN4tivC ¢tw ON SHEET IS)
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<br />(ENtl PANEI)�
<br />PANEL)
<br />INTERK)R PANEL)
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<br />(PRERKIR F
<br />JH1(INTERIOR
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<br />(NO PANEL)
<br />SEE NOTES 2 3, 4PAN
<br />. SIXi • #//-0LSOLD ps.f.
<br />TYPICAL ELEVATION N FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM (t)
<br />A.,
<br />ot ENGINEEC41NG
<br />ENGINEERINE3 EXPRE13SN
<br />PRODUCT EVALUATION REPORT
<br />September 15. 2020
<br />Application Numbol 1700D 1 - R2
<br />EX Project Number 2031543
<br />Product Manufacturer All Aliencan Shulters and Glen
<br />Manufacturer Address1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name A Description 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product EvaWelron Report is being issued in accordance with the requirements of The Florida
<br />Depedment of Buse nese and Professional Regulation (Floods Bialdlng Commission) Rub Chapter
<br />h 1 d he product noted above has been
<br />87 G20.3 005. F.A C .for statevnde acceptance perMethod O T a
<br />tested endior evaluated as summanzed 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 Code
<br />Re-evaluation of this product shall be required following pertinent Florida Building Code modifications of
<br />revisions.
<br />Substantiating Data:
<br />• PRODUCT EVALUATION DOCUMENTS
<br />EX drawing e20-31543 titled -24ga Galvanized Steel Storm Panels (HVHZ a Non-HVHZ)' shoats 1 5
<br />Prepa,cA Try Engmveoling Expfv%3. signed A sealed by Frank Bennardo, P E is an integral parlor this
<br />Evaluation Ralwlt
<br />Uod:,.TEST REPORTS
<br />Unilonn static structural performance has been tested in accordance with TAS 202, test standards Do, lost
<br />repod(s) OBT-A$G-11-001 by Blackil Testing. Inc
<br />Large mealle impact resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 203 test standards per test report(%) 01-17-001 by Blockwatel Testing Inc
<br />• STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the Product based un
<br />comparative and/or national analysis to quality the following design critens
<br />1 Maximum Allowable Spans
<br />2. Minmum Allowable Spares
<br />3 Minimum Glass Separation
<br />4. Anchor Spacing
<br />16D SW 121" AVLNut SUITE 106, DEERFIELD BEACH, FL011 33442
<br />(954) 354. 0660 1 (066) 396-9999
<br />TEAMDENGINFFRI NGExpitestl
<br />ENGINEFAINGExPRFas.coM
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<br />STATE Of
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<br />* LAST PANEL(3) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />PROVIDED W// REAR HANDLE TO FACILITATE INSTALLATION W INTENDED
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />�(7PIQTES 6
<br />' E-Z HANG STORM PANEL SYSTEM
<br />NC Ui PAN . Cone TRACKS TOP i BOTTOM
<br />(2), END PANELS SHALL ALWIy15 BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP BAR (� 5WLLL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS AM CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SMALL CONSIST OF 1/4•a-20.3/4' M.S. W/ 7/8'aX3/]Y WING
<br />NUT OR 1/4/4" Min, THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK LOCATN)N OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR MT rLANGES OF END PANEL
<br />(4). W CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (I e. A STOP LEAF IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SMALL OF CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE- IN SUCH CASE, CONNECTION or
<br />PANELS TO 90TTON TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS ONLY VAUD FOR RIND
<br />SPEED UP TO 170 m.p,h.
<br />trrolo nnm. «c
<br />24 DACE GALVAMIiO STEEL STORM PANEL
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<br />SAL PROTECTION PRODUCTS, LLC.
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<br />\II Amrf,can shutters and (ilecs - 14go Galvanized Steel Storm Panels
<br />No 33% increase in allowable stress has been used o1 the design of this product.
<br />Separation from glazing is not required for installations outside of wind zone 4 and essenflal facilities
<br />Impact Resistance:
<br />Large Impact Resistance tins been den,onstialed as evidenced In previously %sled tall repon(s), and is
<br />accounted lot in the engineering design of this product
<br />Wind Load Resistance
<br />This product has been designed to testst wind bads as Indicated in the span Schedules) on the
<br />respective Product Evaluation Document (I.e. engineering drawing)
<br />Installation
<br />This product shall be Installed in strict compliance with its respective Product Evaluation Document (i e
<br />engineering drawing). along with all components noted therein
<br />Product components shall be of the material specified in that products respective Product Evaluation
<br />Documillif (I IS engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strRd accordance wr0i the respective Product Evaluation Document (Le
<br />engineering drawing) as noted herein
<br />All supporting host structures shall be designed to resist all superimposed loads and Shell be of a material
<br />%sled In this product's respective anchor schedule. Host struetune conditions which are not accounted for
<br />in this product's respective anchor schedule shall be designed for on a sate -specific basis by a registered
<br />professional engineer
<br />All components 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 Hunici ne Zone (HVHZ).
<br />R1•s)ID1 I lul h ,
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<br />Frank Bennerd0, PE
<br />ENe1NEmNe &PRESS"
<br />ArPE00'165"191 Corr Audi 9884
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1 (866) 396-9999
<br />TEAMB6ENGINEERINGEXPR1Ss.COM
<br />ENGINE ERINGEXPRE9S.CON
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<br />INSTALLATION DETAILS FOR
<br />INTO POURED CONCRETE, CONCRETE
<br />SERIES 2000 E-Z HANG STORM PANEL(
<br />BLOCK AND WOOD STRUCTURES
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<br />24 GAGE GALVANIZED STEEL STORM PANELNOT1.
<br />ARE ONLY VALID FOR MAX. AS.D. DESIGN
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<br />TOP MOUNT (CON
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<br />SEPARATION SCHEDULE:
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<br />MINIMUM 11'ORM PANEL SEPARATION FROM GLASS
<br />HVHZ WIND 2ONF 4 A CS N I SC TMI FAOI
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<br />GLASS SEPARATION NOTES:
<br />-I uENTER SPAN SCHEDULE WITH POSMV2 DESIGN 1
<br />MAXIMUM ALLOWABLE >"
<br />DESIGN PRESSURES:
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: SCHEDULES
<br />SCHEDULES
<br />POSITIFOR US1E WITH THIS SrvSTEM'SMpLLBf PRESSURES
<br />PCALCULATED
<br />SSGEE0PARRRATE ENGGOWbp p1RNG I�NRAECRCEO2T NCE WIST JH TTHE
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<br />GENERAL NOTES;
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<br />INTERIOR FASTENING
<br />r2.150' z 094" 2 99D' 7 790" 7 "1
<br />O,Or10" 1(4 ay sluu .
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<br />E2.5t1D' PANEL COVERAGE I 0.17s'� [ fi55' 0.191L 0.645" 01 19D• � b9S 0350 1.007• �-o'.� N
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<br />0.11�'J tea: -Ire::ocrlMe .2A MAY 0.t
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<br />/�TMnMWrrrCWSUAFPFTALL Y4'aeT.:V �I)eE5u ,ITY
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANEL. PANEL FASTENERS • 12 5' O.C.
<br />1,3" EDGE! D1iANCr
<br />-i,
<br />ff
<br />MAr Beene
<br />arcxaR raeslwrR
<br />TCP nr
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<br />Pro .r ]rn UP 1'-lei
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<br />1 5
<br />16.0' 3 T'
<br />9.9
<br />1 .S
<br />L
<br />0 a 6.e t E'
<br />b 2 2
<br />la 9l1
<br />.P
<br />61
<br />,
<br />9.2' 5.5'
<br />11.9
<br />11.Y'
<br />L.a' 10.1'
<br />lea• A]"
<br />6B
<br />a3'
<br />il.f
<br />12. "
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<br />60• 9,1" S. " 12.5'
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<br />3.4'
<br />12 S'
<br />ICU* &1'
<br />5.4-
<br />4
<br />12.5
<br />6.0 e.l" 4' 12 5
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<br />6 51"
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<br />1 #1 w
<br />1 5"
<br />01161
<br />1G 0' 361
<br />0
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<br />6 1 I2 C
<br />7 .0' S D 7 %'
<br />I D 1
<br />G
<br />1"
<br />6.0'
<br />12
<br />96' 125'
<br />a'
<br />4
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<br />u D 31
<br />%]
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<br />160' 111.9"
<br />6.9
<br />la i
<br />ICA" 11.e' 0.5' 12 9'
<br />6 0' G'
<br />1 41,
<br />Y.5"
<br />0
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<br />11.5"
<br />12.7"
<br />I6.0" 15.6"
<br />160" 14.4"
<br />13-1'
<br />11.1"
<br />12 S"
<br />1.21511
<br />1a R" 17.!" 10.6" 42.6"
<br />fe,e" fLT' 1DA, lAt•
<br />16.0` 12. S'
<br />1e10' 112. "its.,
<br />106"
<br />.S"
<br />lfi ' 32S"
<br />10.6
<br />12 5'
<br />] A" 1L5'
<br />I4 rl, YMahn 71
<br />II,wM+ M.H aAIr 41
<br />48
<br />SS i 1
<br />7a,z.T'
<br />;7.T
<br />12, T.
<br />lea 38
<br />10,0" Mo.,
<br />18.a
<br />]6.a
<br />13.1' ,e 0' Leo' 14 3.
<br />12.1' 16.0" 1T.7" 11 T'
<br />1 r 1 •0.17-8^
<br />10.0" ISA"
<br />11.7"
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<br />12 1" 1. tl" 11S' Il a" 72 r
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<br />16. ' 36.0'
<br />0
<br />13.0'
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<br />`
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<br />It
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<br />46
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<br />72
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<br />WA6.25 ex. - A, S_
<br />6 0.3"
<br />7.3 13 s' 1""
<br />SA- 6.25^ 101• 4.D" 6,15"
<br />4. "
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<br />9.1.
<br />10.7• " 4.0^
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<br />IPNAll ui IRA-N A0,
<br />46
<br />i4-ate,. 52
<br />}
<br />x 6
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<br />12.11'
<br />12,T '
<br />1e 6S"
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<br />2•'
<br />11SA" 7:4'
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<br />6
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<br />4
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<br />11 T' A.7•
<br />4.6- Ill Ia. - A. " 4.D" 6.25'
<br />• 4,1" A.0
<br />N4" 111.1 I Rxl-N 4e
<br />All l01NTa 0Dllo Pn 41
<br />411
<br />�'711cw1" 12
<br />12.T'
<br />1e a' 14A'
<br />S.' 1' 7' a %" e ' ' T. 2 N'
<br />1 B" 7" A
<br />12:4'
<br />0a n
<br />A3 1 1 7E' 63'
<br />12.5"
<br />16 a 9.7•
<br />].e it 5 6 0" 7.7' 6.3" 12 5'
<br />6"
<br />3B1P' 1 r•
<br />li 12 1 11 TT.F 3Y 6'
<br />LFit'. 7 2" I'll
<br />ll/," < I I111' $MBEo 33
<br />N"wul rN4Fl YAr. Al
<br />44
<br />51
<br />71
<br />2.111•'
<br />ISO,- e.4-
<br />S.B" al s" " 4:4 4,!•' 5.2Y
<br />1 .r 4, D • 3.I.
<br />12
<br />]7.4" 5.2`
<br />4.0" 615 7.6" 1.3" &27"
<br />9.2" 16• 1.3•'
<br />11 S• 4.A'
<br />11- 635' 3.5' 19" 62S'
<br />9.2" 1b' 3,3"
<br />62S
<br />a2T'
<br />1D.6" 4.1'
<br />9.2` ]•
<br />7.e' a17' 0. 3.5"
<br />.31• a21". ire"
<br />E/ 4" mrl! DISTANCED
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<br />'Y'AN ITV n W-IV
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<br />cork YYFe
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<br />C1 CI Ci [1
<br />CS CI 4
<br />C3 C
<br />4^z1 MUD 3 3
<br />1 2 S'
<br />60"16"
<br />7 0
<br />1 OT
<br />31 S
<br />6 D"1
<br />6.0' 7.5"
<br />]2. K'
<br />16.0' 6 6.7"
<br />1
<br />1 2 T'
<br />led, lee'
<br />ire•
<br />11.T'
<br />is G"
<br />1JA' e- •
<br />1
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<br />7.5
<br />1
<br />1 6.0'
<br />U 6
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<br />•
<br />17
<br />1 ,0' 14.7 6.0
<br />6
<br />N
<br />li-����•�7 Z
<br />3.
<br />140, IAPI
<br />69
<br />32.T,
<br />160'
<br />SA • 8.I•
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<br />16U" 14. 7 Be"
<br />?z
<br />13 Y'
<br />14 o' 14.7"
<br />e D
<br />1a.5
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<br />14, 7' 5.01
<br />17,111'
<br />' 24 7
<br />a1,A IWr O1Dm 33
<br />U '
<br />14.0' 16, O'10.1
<br />12.5
<br />160'
<br />131' 3A'
<br />I2T
<br />16A'SO.B 6.2'
<br />woo AFw u
<br />WOOD
<br />I. .S"
<br />5 6.0. 1"-
<br />a]'
<br />12 •
<br />16,0•
<br />97 56'
<br />lZ T'
<br />16.0 9.7" 2A'•
<br />its'
<br />le 0"
<br />7.0'
<br />It's,
<br />164"
<br />Sl 3A
<br />12 4
<br />16.0• 9b• SA'
<br />Ie
<br />D
<br />f3
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<br />11.T'
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<br />6'.!"
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<br />13 -V
<br />16.0'
<br />16 0
<br />tie' ]6"
<br />9.6" S e
<br />13 ]"
<br />12 S'
<br />fe 0° 0.e• fe'
<br />.0" • 16'
<br />6 0.1:
<br />yr I I lie mat, 3
<br />2,
<br />1 "
<br />TAP CAN-c"Al 41
<br />Ia. •• IAA"
<br />40
<br />a♦RAMrIM•e ]2
<br />L2,
<br />tz,5'
<br />a SU4
<br />14.0" lab"
<br />.9
<br />li•S
<br />16.
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<br />T.l'
<br />9, '
<br />11 T'
<br />12 T'
<br />38.0" 9.1
<br />16,0- 9.1'
<br />7a
<br />11.20
<br />1e car 9
<br />1 . 49. lamb
<br />t '
<br />lea' Y.0"
<br />].e"
<br />121'
<br />1 2.6"
<br />4.E" 1 •
<br />1
<br />27•
<br />]2.4' 4.9" 1^
<br />PII E IIMINP4/rLY 41 1
<br />Niece ""MC 4e
<br />12.4'
<br />1 .r•
<br />bl
<br />so
<br />11 T'
<br />11 7 "
<br />2 3
<br />4. •
<br />1
<br />6S
<br />121'
<br />4." 4a'
<br />7
<br />► 17•
<br />11.3" 4.0
<br />4.r
<br />e.7B'
<br />2.1" A.r"
<br />1.p`
<br />479'
<br />12 1"
<br />A f" 4D"
<br />D 2T
<br />1a.3' A.>" • D•
<br />1�� I2
<br />ANCHOR NOTES:
<br />L ANCHOR SCHEDULE APPLIES TD ALL PRODUCTS CSRTIF'IED HEREIN, BUT ONLY PROVIDES
<br />A ANCHCR SPACING. MAXIMUM ALLOWAD6E SPANS AND RES INDICATED
<br />INVAN SCHEDULE
<br />N PRE$'aU
<br />I N VAN 601ENCHO SHALL APPLY.
<br />2 EMF0. ANCHOR SCH®IIIE BASE DON PANEL PAST ENl0. SPACING. TIDE E%$Tit4G STAULTDRE
<br />MATERIAL„ b ANC#DR TYPE SELECT D653GN LOAD GREATER THAN OR lQIIAI TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER TMAN OR EQUAL TO SHUTTER SPAN.Sela
<br />C N1nTYPE INISEDONAP91110PRIATE MOUNTING CONDIT E MOUNTING l (E NG ON 9 DETAILS ON
<br />6HEET F9R IDENRFICA TION OF OONEC1lON TYPEI•
<br />3 "PANEL FASTENERS" ARE STUDS USED IN W' NIUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />( P-'TRAOSTUDCED LC ETC) U6E 6.ZS- OC PANEL PASTERSPAaNG TABLE VAWFS FOR
<br />aLLI-ANo •u"-HEADIERS (iNCwothc BunDovr coNDtr/alvs)
<br />4 ANC1eOP5 SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATI N IL
<br />S.
<br />HOLLOW BLOCK HOST STRUCTURE SHALL CONIFORM 10 A57M C90 PLOCIL
<br />6. MINIMUM EMBEDMENT SHALL eE AS NOTED IN ANCHOR SCWEOULE.
<br />7 MINIMUM 15MBEOMENT AND LOGE DISTANCE eXCLUDCS STUCCO, FOAM, BRIDE, AND OTHER WALL
<br />RNNHflS WALL FINISH PS SHALL BE UNBTEO 7D 1/4" MAX OR SHALL B! YERIFI6O BY DTHPR510
<br />III, CONCR TPAN 04 LOAD$ D HOST 5TRl1C7URE
<br />BI CONCRETE ANCHORS P101 ED HEREIN6WO SHALL MI G, EMBEDDED TO MDI TtOP&p MAY
<br />VARY.
<br />ONLY,
<br />4, WHEAT EN15TII1G STRUCTURE W M'000 FRAMING, EXISTING COND[TTONS MAY VARV. FIELD
<br />VERIFY THAT FASTENERS, PRE1NTOA�QU
<br />ATE WOOD PRADNG EMBRS,N07 PLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CL05U RE PIECES,
<br />E0. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRANGNG, FASTENER SMALL BE LOCATED EN
<br />CENTER OF NOMINAL 2" X P (MIN.) WOOD STUD EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STUD SHALL BE "SOUrNERN PI ' Ga0.55 OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE PIO LLIPS PAN HEAD OR HEN HEAD,
<br />I I REMOVABLE ANCHORS ARE. OEWALT PANELMATE, ALL-POaN15 SOLID -SET b BRASS BUSHING
<br />L2. MACHINE S:REW5 SMALL HAVE L/2" MINIMUM ENGAGEMENT OF THREA DS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHEP A PAN HEAD TRUSS HEAD, CA WAFER HEAD (SIDEWALK BOLT) U 4.0
<br />t9. MINIMUM EMBEDMENT AND EDGE DISTAKE EXCLUDES STUCCO OROTHER WALL FIN15HES.
<br />14. SillDESIGNATES ANCHOR CONOITIONS WHICH ARE NOT ACCEPTABLE USES
<br />L5 it DIRECT MOUNTING [:DNbITIONl4-
<br />16. LINEAR INTERPOLATION IS Al PERMITTED FOR USE WITH THE ANCHOR 5QHEDULV5 IISTEOON
<br />THIS SHEET
<br />•^"20-31543 I
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