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<br />Al
<br />EZ1/18,
<br />e21w/18 ,NC,0,S
<br />- -(SEE SECTION EZI s ALIERIMTNE EZIW ON SHEET IB)
<br />-`i'3: NON, tear, -
<br />• 1 YiEM i' ti&rr:i
<br />I ( NOTE 2) `C-lid/ 1
<br />14(SEE Y.9 ITNOTTE 2)
<br />51,
<br />[} /16`0 AWLBNUM
<br />POP Rr4E'f � LAST PANEL(]) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS 8E
<br />4 d r7 O d O O d O d PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE
<br />-f
<br />qj{
<br />fF p!
<br />` AT 2 PER
<br />P"� NOTES
<br />r OF V ? 0). D�1Lt�t OF. SERIES 2000; E-Z HANG STORM PANEL SYSTEM
<br />(END PAR'Et.) (INTERIOR PANEL) (tNTEtiIOR PANEL) (WliiK)R PANEL) (END PANEL) Wx- I CONSISTING OF PAN€L + Cent. TRACKS TOP & BOTTOM,
<br />SEE NOTES 2, 3, 4- SEE NOTES 2, 3. 4
<br />I (2). END PANELS SHALL AiW S 8E CONNECTED TO TRACK
<br />I
<br />AT
<br />i I MAX. OTHERWISE A STOP BAR (SHALL BE PROVIDED A7 TOP OF SUCH
<br />::NMEL PANELS.
<br />(3). A END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />JA
<br />n e _ _� ,,.- p SHALL CONSIST OF 1/4"/-20a3/4- M,S. W/ 7/8"Px,3j32" WING
<br />RUT OR
<br />WK BOTTOM
<br />} 3.5- BOlT5 WAj�I O EA OVCR API TRACK. LOCATION OF FASTENERS MAY BE AT FATHER OF TWO
<br />j LTEO PANEts Wl 1/4a-20x,aF t�T
<br />EXTERIOR
<br />jl fsE£ SEcrwNS AS aPvurAmE) EXTERWR FLAT FLANGES OF END PANEL. D�
<br />tR•
<br />1_1 l_SOX
<br />ASE END PANELS ARE NOTEW'OItNt�,iECY TO BOTTOM
<br />({). IN
<br />WX• TRACK C.a. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />iTTITFFTTI I 1 PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />- i INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF
<br />J J_L�L -lJsLl 1J 1L1JJ_L J1LLJ LJ S111JJ_L 1JJ1 �,LJJ_11.1J PANELS TO BOTTOM TRACK SMY OCCUR AT ANY PANEL LOCATION.
<br />SEE NOTE 4 �.
<br />1" Id6n, -NOTE 3 i,JW/ T' ONLY FOR WINO
<br />NOTE 9 j Wn.
<br />ANCHORS SPEED UPONS TO m.p.h.
<br />�- (SEE SECTION EZT h ALTERNATIVE EZIW ON SHFk7 I$)--.`
<br />E2#/1BF
<br />EZ1w/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PAS SYSTEM ("�)
<br />SCALE: 3/32"=1"
<br />e
<br />2.1r87-pANOb'HNM 1/4- Max. CAP
<br />pw
<br />f SECIIQN A•* -A %ws101110rN
<br />SCALE: 3/32"-l4 ,4'',SCCF1III.
<br />Q� ...........
<br />N°•FLORIDA BUILDING CODE .Non E0 h Velocity Hu cone, Zonalil
<br />a'
<br />' s ° ` 24 GAGE DALYANIZED STEED SMRM PANEL '�
<br />.4416T
<br />�,
<br />TEG.T,>MOILL.
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<br />ENGINEERING
<br />ENGINEERING EXPRESS@
<br />PR130UCT EVALUATION REPORT
<br />Septe
<br />mber 2020
<br />Application Number- 17889.1-A2
<br />EX Project Number: 20 31543
<br />Product Manufacturer: AD American Shutters and: Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Palm Beach FL 33409
<br />Product Name & Desc ipi loft: 24ge Galvanized Steal Shim Panels
<br />Large Missile Impact Rent
<br />Scope of Evaluation:
<br />This Product £valuation Report Is be" issued In accordance with the requirements of -the Florida
<br />Department of Business and Professional Regulation (Flodds Building Commission) Role Chapter
<br />61020-3,005, FAC., for statewide acceptance per Method 1(d). The product noted above has heals
<br />tested and(or evaluated as summarized heroin 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"evalialon W this product shall be required folrvMng pennant Florida Building Code mods teadors, or
<br />raVlslo..
<br />Substantiating Data:
<br />. PRODUCT EVALUATION DOCUMENTS
<br />E)(drawing #20-31543 tined "24ga Galvanized Steal Storm Panels (HVHZ & Non4N4Z)", shoots 1`5,
<br />prepared by Engineering Express, signed & sued by Frank Bennardo, P.E. Is an Integral part of this
<br />Evaluation Report
<br />. jF.3T REPORTS
<br />Uniform state structural performance has been tested in accordance with TAB 202 test standards per test
<br />report(s) #BT-ASG-17.001 by Sladlsa ater Testlrng, Inc.
<br />Large misslle infect resistance and cyclic loading perlonmence has been tested in accordance with TAS
<br />201 and TAB 203 test standards per test reports) #BT-ASG-174)01 by Blackwater Testing, Inc.
<br />. STRUCTURAL ENOANEERING CALCULATIONS
<br />Structural angNleedrg calculations have been prepared which evaluate the product based on
<br />comparative and/or rational analysis In quailly the following design Criteria:
<br />1. Maximum Allowable Spans
<br />2, MRnlmum Allowable Spans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 1210 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAK Q ENCINEERtNGEXPRESS.COM
<br />ENaIREERINGEXPR655.com
<br />ENGINEERING
<br />Page Z of 2
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in allowable Elsess has been used in the design ofthis prOdUCL
<br />Separation from aloAng Is not required for Installations: outside of wind zone 4 and assandal foo8ithes,
<br />Impact Resistance.
<br />Large Impact Resistance has been demonstrated as evidenced in previously listed 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 sclledule(s) on the
<br />respective Product Evaluation Document (i.e. engineering drawing).
<br />Installation
<br />This product steal be Installed in strict compliance with Its respective Product Evaluation Document P.O.
<br />ertgirkearing drawing), 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.s. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be In atsict accordance with the respective Product Evaluation: Document 0.9.
<br />engineering drawl"g) as noted hereln.
<br />Alt supporting host structures shell be designed to rosist all superimposed loads and shall be of a malodah
<br />listed in this product's respectIvo anchor schedule. Host structure conditions which are not accounted for
<br />In this products respective anchor schedule shall be designed for an a afte-specific basis by a registered
<br />professional engineer.
<br />All Components which are permanently Installed shall be protected against corrosion, corRamination,, and
<br />other such damage at at tlrries.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully,
<br />B[NA4a
<br />gat-v
<br />Frank Beanardo, PE
<br />ENoifni t G ExPREssO
<br />#PE0046549 I Cert Auth. 9885
<br />160 SW 12YM AVENue SUITE 106, DEERFLELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM@ENGINEERINGEXPRESS,COM
<br />"ENGINEEBINGEXPRESS.C'OM.
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<br />INSTALLAT19N DETAILS FOR SERIES 2000 E-Z HAND STORM PANEL i1}
<br />M POUF
<br />CONCRETEO `° 1 4"r: TAPGON
<br />O(NNCREM BLOCK ANC;DOR O IN
<br />Yf�!' REWJIREO> , '
<br />�
<br />1/4-a TAPe" 1� s140" DIETS HEAD TEK WOOD �. � ,""°" 101" HIM Ea'AD TEX
<br />ANCHOR O 12. O.C. i sc FROM REOIARFD I FROM
<br />EDGE OF ,$/{" a 1 . {(t EDGE OF
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<br />Aa)CHOR a T2`GI�G'EE rM i 1LATE
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<br />CONCRETE BLOCK i > REQUIRED'
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<br />MiIAL�I�idbUNtiNfi � Mr
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<br />" `' '�A�i '. •".. FLORIDA BUILDING CODE (Non elf h %loci Ilurrlcdna Zma
<br />1 ,t'
<br />1k MIN. PANEL LENGTH $ 0, 44
<br />1.. INSTALLATION ARE ONLY VAUD FOR MAX, A.S:D, DES" SHALL. BE 2'-6` *. .t Yk C came TKseca,.Pdc 24 CAGE GU-YANtTEU Si€EL SittRN PANEL , s;.
<br />PRESSURE RATING +/- 40.0 ps.f. 4 A �
<br />PANEL LENGTH. Q STATE i 101Nc. PROTECTION PROQtII:i51, LLC. our
<br />i'ps. 'cil�;f}() Saga sAr. 51 3TArlr
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .,IJUAT. Ia
<br />Atiaa4ltan, 0. ai,an OsfK. iL ASi4
<br />MEMBERS TO SOUTHERN PINE No 2, W/ SPECIFIC �yy 20-175
<br />BE �+/ � ti� ��` aeMM. Doe m-wn. �.; oeei ma+an wxtrK': taaa)Ww-,a+a, roe (w}wa•a,it
<br />DENSITY OF 0,55 OR EQUAL Fi �1 L A�' ..+ona...IM.d.". ,.. ac lm, om ,nG. ,m.,,l. - Anovomm,+�
<br />4vdrD1 7I°u1ts PL aiirr sa b to
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />249a GALVANIZED STEEL STORM PANELS (HVHZ &NON HVHZ)
<br />141v MIPUlY t :1 mav:
<br />--�-�- iL'JCATIDN MAY VARY)
<br />BOTTOM MOUNT
<br />Lmv
<br />(SP,AN BELOW
<br />TYPE AS REQ P)
<br />OBSTRUCTION)
<br />PANELS MAY BE NOTCHED AS REQUIRED,
<br />OPTIONAL Y"-20 STITCH
<br />BOLTS IIIITHVYASHEREQ.
<br />PROVI DED THAT CONNECTIONS AND
<br />ANCHORS ARE USEDWHICH SATI11
<br />WtNGNUTS FASTENED 9
<br />SPANS ABOn\+E'a BELOVf 095,TRUCTIQN,
<br />OVERL,.F. d MIOSPAN P
<br />APPROPRTAT .,$PAN TABI
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />3 N,T,S.
<br />ELEVATION
<br />PA ALLOWABLE EL SPAN & GLASS
<br />L N
<br />E ARA ON SCHEDULE: S P TI E LE'
<br />24 0AUGE PANELS -
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />HVH WWOZONE4 & ESSENITAL FACILIRE . ( E �
<br />MAXIMUM
<br />PRESSURE
<br />PaEssuRli
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<br />Y/-72
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<br />SPAN
<br />i ENT
<br />GLASS SEPARATION NOTES: °
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DEMON LOAD TO DEMRM04E
<br />MINIMUM ALLOWABLE SENRRAn0N FROM THE OPENING TO BE PROTECTED.
<br />2. SCHEDULE IS REQUIRED MR USE WITH POSITIVE LOADS ONLY.
<br />INTERPOLATION BETWEEN. LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER (cTwE Ai- -
<br />4ENQi
<br />L3, FOR INSTALLATIONS. OUTSIDE OF'THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES Y THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PIROTECTEDOPENING is R. RED.
<br />MAXIMUM ALLOWABLE .,
<br />DESIGN PRESSURES;
<br />AS tJOiH)'IN f?ES1GN
<br />DESIGN NOTES: -SCt-i�EDULES
<br />PO TIV AND NEGATIVE :E GN PRESSURES LCU. -'E
<br />FOR USE wwIIN''fTH iHI55Y5TM 9HALL BEDETE IRA NEDPE0.-D
<br />SEpARATEENGiNEERING IN ACCORDANCE WITH THE
<br />COVER G CO E. PRESSLI &RE VIREf1EM5,�5
<br />1609 rHE ORIti tLDIPICIC(X)ESSHALLBb LEGSPTTEHAN
<br />OR UAL TO THE POSTTIVE OR NL-GAAD IN
<br />PRE URE CAPACITY VALUES LISTED': HEREIN FOR ANy`
<br />ASSEMBLY ASSHOWN;
<br />USSOIN.rFE
<br />M4XEMUM TESTED
<br />5R11VPNOCM AP 96VL NUMBER
<br />VISIT ECALC10131543 ■ $s©
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<br />ALX:F♦TA OI
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<br />RnSPKTIVp n19VNnnG GGNBIN4TlarI A6DVE,
<br />3. 610E CJ.DSSaEa fORALL MIILa01R MOUNTS INTAilE A6CVE t'S REQUIRED WNERBSIirn Q9".dOR ARE:deT
<br />USleWITM OURDOIdT DADiWtl2 aiB MoS RE 0 ON GkAS'S DLT "IF' QIARE 56PA4arI fRQM srAuaE PFR ARL
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<br />fA. PANES b2.T qL 4.3.4" O.C,
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<br />/;"I QPTIONAL INTERIOR FASTENING DETAIL
<br />N.T.S. _
<br />r;,1(iPTIONSTAL EGRESS PANEL DETAIL
<br />tm}-INTER20RFAENING
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<br />1- 12.500" PANEL COVERAG�,.... I 1 0iT79"-'� "' 55 0,19fL �-I11-Db55 Oj T b55 .�6" 00.250° 1.W7 ..
<br />19 675" PANEL LENGTH ,- 'r> t �G )-U 54S?. D.5 9'150" OASp' + CI R`
<br />I4 GI L 111 `i
<br />° " - wIARYE�ION 0.085 0,2%!'
<br />�OTY�POJ 0ryp 2:D O.O9tl'_Rlvnlsril 0) O,lili` R0.135 O lOS'
<br />0 7DD
<br />P. 0 090" 0,957,
<br />._ @ QUILOL� -COT r' TRACK T • TFt 0. •F• - " DIE. W H C A NUWI'r 9ER
<br />u s:,.l UL:aI j4'•-3:400"... 4125' MRY bF d ffi O aj:
<br />RF?JERSED yr.. ,.,. TY
<br />rd-. v�T L. 1i2.iY.+LL "F' �- TRACK {EXTENOED7 N ,'•T y:-
<br />_ Y OOD v tie v c xaTCP:
<br />OVER VIP 1 �25"MAX. CI.Tr Y'i:Ylnl ill. ip lxdAll k. ;
<br />C
<br />f, CORNER:CLOSURE DETAIL, ]- + yl V Ay,,
<br />Y L+ 0.198 }- -ul»:. yncTE.25" MAX,,} SL"
<br />MAX
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<br />fT ]P, .'dTF H I YP.ItnY
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<br />BUILD -OUT
<br />TF
<br />DISTANCE ,.-..
<br />4dAll M kiwi IS (xtNRrn IM1h i1 v r 1 III.
<br />V.:rc Ire i n
<br />r nr, r+rrr it 100011'
<br />1 Ilr ,'�;LLc.^ E 1 1 N Ik Jl to Q EMBED
<br />i D00n ::•I P] +' 8 'CCL^ ,T »F mates SC F'P t.ne >w:: fie l{P"P Tk i3E p3 f " ..•ti . S Da: 7 w.k5"e=, ;'] ar- "i f v.. :', , 3 a
<br />I. OVERLAP tw» I v1r 3.629°y
<br />MAX' 19)rIIH1111 MIHINI I'I[riitxY.l)Yrfitl g Ie.x
<br />�-:251:' MAX -
<br />MAX.
<br />r�RNER CLOSURE DEfA[L BED F '3'�.'i .H}., 5
<br />[E
<br />D TRAPMDUrITCLb5URE0ETAtL xjf.Ri^A:.IFO nR'rT,'cr
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANELFASTENERS O 12.5" 0.12,
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<br />C1 Q- C3 C4
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<br />COIN TYPE.
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<br />1 Z C3 C
<br />3/4"z2"EMBED 33
<br />M'S4;ItFW 41
<br />i
<br />48
<br />52
<br />72
<br />12 F
<br />160" Sb 0°
<br />10.9'
<br />125
<br />Y6 0
<br />Lfi 0' 7 5
<br />1 2 S
<br />i6 Sb 0' 7"
<br />0 .6
<br />L 25
<br />0" O
<br />IB 16
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<br />a
<br />12.5
<br />15D
<br />'1.
<br />125'
<br />Btl 14fl".B0"
<br />1 5
<br />2
<br />16.'0'16 0
<br />7.3
<br />12 S
<br />1 0
<br />6
<br />4
<br />t 7 SD
<br />32,5"
<br />Sfi D 14.7
<br />12 5
<br />L1.51
<br />16.0' SG.O
<br />160' iA 7
<br />69"
<br />fig"
<br />12 5
<br />12 S
<br />0 IB
<br />1 O
<br />6
<br />14 7" b 0
<br />1 7" 90
<br />9
<br />12 5"
<br />125'
<br />D 1 S'
<br />6 i+ 7" -6 0" -
<br />i tl 14t1 0"
<br />9 6
<br />6
<br />xisel °-r]•tBrD: U2 33
<br />SNOOD BDREW 41
<br />46
<br />52
<br />72
<br />12 5
<br />16 160
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<br />30 1
<br />Z::
<br />1 6
<br />1 60
<br />121" 7 D
<br />12 5
<br />16 ] .$"
<br />0 0 62"
<br />125
<br />12 6
<br />12,S1
<br />12,51,
<br />69"1 1 41
<br />16 0" 1 2 0
<br />1 1 "
<br />B.0' ,L,1
<br />16.0" -9 6'
<br />&7"
<br />7 0"
<br />616.0115B
<br />4
<br />6,6'
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<br />1 5
<br />2..
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<br />12.5
<br />14 0
<br />6
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<br />97' 36
<br />9: 3
<br />6 6
<br />9 6" $ 6
<br />125"
<br />] 5'
<br />2,
<br />i"
<br />12 5"
<br />Yba 6' 97" :5•
<br />i6 a 9.6" 5.6"
<br />SSD .6- 3.E" 9
<br />1/ 4=n 1a 4• rAaED f 33
<br />TAP ORLP'CFAS' 41
<br />46
<br />araiW�YD 52
<br />12 5
<br />16.0' Y6. 0
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<br />6
<br />i 7 3"
<br />7 5"
<br />2
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<br />fi 9"
<br />1 a ,2
<br />1 5
<br />2
<br />160':1 3,
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<br />9 T'
<br />2
<br />1 .5
<br />12 5
<br />16.71 Sl, "
<br />4
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<br />6
<br />9 1' '
<br />12:5"
<br />SSD 9.1°:
<br />1251
<br />S60' 1015"
<br />6 91 .0
<br />125
<br />S2 e5
<br />16 0
<br />16❑
<br />9 L
<br />9.1'
<br />12.5"
<br />2 "
<br />1 5
<br />50
<br />16 ❑ 4. Y`
<br />] 14' z' S' EMBED
<br />1 a' 33
<br />I nblHfN N..., 41
<br />VdooD:6usNwc 48
<br />52
<br />]2
<br />125.
<br />1 0''86
<br />7,3"
<br />SZ:S
<br />133
<br />6,0" 51
<br />12.5'
<br />1 5'
<br />2
<br />fi '
<br />1 U 7 0'
<br />S 9"
<br />125
<br />12 5
<br />4 8" 4 1'
<br />Q 25"
<br />12 4
<br />I2
<br />15.4".: 5,9
<br />5. 9
<br />6 5
<br />Z
<br />1 3
<br />12.5
<br />5.5
<br />4.7
<br />5; S
<br />2
<br />1T 3
<br />• 4 "
<br />4.7' O
<br />62V-
<br />Y " 4 "
<br />2 4.] .0
<br />625
<br />32.3 9,7
<br />4.0
<br />6:25
<br />Y23
<br />4.7 4.ff
<br />.fi 25'
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<br />12.3 4.T 4.0
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES TD:ALL PRODUCTS :CER DHEREIN,13 T CERTIFIED U ONLY.PROVIDES
<br />MAXIMUM ALLOWABLE,ANCHOR SPACING. MAXIMUM. ALLOWABLE SPANS AN PRESSURES I -I. TE
<br />IN SPAN SCHEDULE SHALL APPLY. A D ND CA. D
<br />2, ENTE0. ANCH09 SCHEDULE BASEDOIN PANEL FA .111 SPACING, THE EXISTING STRUCTURE
<br />3, 'PANEL FASTENERS' ARE STUDS USED IN LONIUNCTIONWITH:ALL MOUNTING. EXTRUSIONS
<br />(P TRACK, STUDDED ANGLE, ETC.) USE 6 25 O G PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL'Tr' AND U" HEADERS (INCLUDING SUILDOUr CONDITIONS).
<br />4. ANCHORS SHALL BE DJSTALLEDIN ACCORDANCE WITH MANUFACTURERS' RECCIMMENDATIONS..
<br />S HOLL:OW BLOCK HDGT STRUCTURE SHALL CONFQ.RM TO ASTM !Z D BLOCK
<br />6 A MUM EM@FOMENT SHALL BE AS NOTED IN ANCHORSCHEDULE
<br />7. MINMUM EMBEDMEM AND EDGE DISTANCE EXCW DES STUCCO, FOAM, BRICK, AND OTifrR L'1RW
<br />IL. REMOVABLE ANCHORS ARE: DEWALTPANELMATEA -POINTS-5013D3ET 6BRASS BUSHING
<br />G
<br />Z. MACHINE I: 'M MU ENGAGEMENT P DST' BASE
<br />1 HL , /2 MINIMUM GEM NT F THREADS INTO THE B 5
<br />ANCHOR AND MAY HAVE EITHER A PAN HEART TRUSS tiEPDI DR WAFER HEAD (SIDEroL'ALK BOLT) U, N:O:
<br />13 MINIMUM EMBEDMENT ANO ®GE DISTANCE EXCLUDES STUCCO OROTHER WALL FINISHES.
<br />t4 RESWNATES ANCHOR CONDITIONS 14HICH ARE NOT ACCEPTABLE US ES.
<br />L5. 11c DIRECT MOUNTING CDNDITKIN,S.
<br />16Y LINEAR INTERPOLATION SS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
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<br />SHEET NO,
<br />SH 1.5
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