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-*EZIW/18 ANCHM
<br />___M SECTION EZI & ALIEANAIXIVE EZIW ON SHUT 18)
<br />him
<br />JAL..!
<br />4)ksa NOTE 2) -4�-/@ 2) 11
<br />Is
<br />ris, "IF LAST PANEL(]) TO
<br />ZOP BE INSTALLED AT EACH OPENING SMALL ALWAYS BE
<br />J.
<br />1/2-PROVIDED W IT HANDLE TO FACILITATE tWALIATION IF INTENDED
<br />=NFROM
<br />11 BE INSIDE OF STRUCTURE,
<br />At 2 PER
<br />PANEL
<br />or V t (1), E-7 HAND STORM PANEL SYSTEM
<br />rND P C NO COW _t, TRACKS TOP & BOTTOM.
<br />NTERIOR (INTERIOR PMEQ (KTMOR PANEL) (ENO PAMNEQ 11"
<br />SEE NOTES 2, 3. 4 SEE NOTES 2 0. (2), END PANELS SRAU ALWVSS
<br />! i V "ECONNECTED TO BOTTOM TRACK
<br />L;;, OTHERWISE A STOP BE PROAADED AT TOP OF SUCH
<br />PANEL LENGTH PANELS.
<br />ot I Is 1 4/- 40.0 p,oJ. f3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />14
<br />SMALL CONSIST Of 1/4-0-204/4' M.S, W1 1/8%3/32- WING
<br />S frJZQUrSCr INTO TAPPED BOTTOM
<br />TED TRACK, SE AT EITHER OF TWO
<br />zu NUT OR L��i
<br />ng
<br />(M SEC TONS AS APPLICA" EXTERIOR FLAT FLANGES OF END PAKEL
<br />a
<br />�A_LI_Llj So%
<br />'L'
<br />OF (4)_ IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />I,
<br />I-T-'J1 -171-1' 111 T F J� TRACK A STOP BAR IS ONLY USED AT
<br />BOTTOM = AT LEAST TWO
<br />T PANELS SMALL BE CONNECTED To USNG SPECS
<br />I t� 1 1 1 1 1 1 1 INDICATED ON SUC+4 CONNECTION OF
<br />NOTE 4ACM OINCCUR AnP PANEL LOCATION.
<br />L,*i,L -11 _J1_ L1.L _J -it it- _J J 1�� _JJ LLJ 11- 1 --1- 1 1- L -1 J -1 _JJ_ L J_ -A PANELS TO BOTTOM
<br />L-1-1 L J
<br />J�
<br />_J SEE NOW 4 jr
<br />W.. I" wl� t INSTALLATIONS ONLY VAUD FOR WIND
<br />L
<br />l-Q).'AR
<br />6 EE
<br />3 SPEED IJP To 17Q M.".
<br />ANCHORS
<br />ALIEARKITME EZiW ON SHM IS)—
<br />ZIW/18
<br />TYPICAL ELEVAIJON EQR SERIES 2009 E—Z HANQ STORM PANEL SYSTEM
<br />SCALE! 3/32�_l'
<br />77"S \ 7 7
<br />7 S.2 1. Z Z S.Z 77-7
<br />5ECTIQN A —A
<br />SCALE 3/52"-1" 7`1�4N��,
<br />FLORIDA BUILDING CODE (JIlan High Velc06ty HU cane Zone)
<br />.2m WJ= M, F1
<br />24 GAGE GALVANIZED STEEL STORM PANEL 0"N' In,
<br />44167
<br />GLOUL PROTECTION RODUIM, tic.
<br />S IL IC 0 an.. ARM,
<br />STATE low slk. M Slow
<br />VA,,% n, 3"1
<br />cem)en-rj4� rm, 20-175
<br />OR""
<br />ch-ww I
<br />ouoIl
<br />ENGINEENIND EXPRE:060
<br />PRODUCT EvALuATiot4 RE:PoRT
<br />September 15, 2020
<br />Application Number I R2
<br />EX Project Number. Ifti;
<br />Product Manufacturer Ali American Shutters -and Glass
<br />ManufactuterAddresir. 1540 Donna Road
<br />WOO Palm Beach. FL. 33409
<br />ProductNameliDesollption: 24PG8IVsnIzG0ShMElSWmLPon*I9
<br />Large Missile Impact Resmant
<br />Scope of Evaluatlon:
<br />This Product Evoluslion Reporl4a being Issued In accordance with the requiremordsaf the Florde,
<br />Depertment,cf8usiness and PrafesslanarRegulation (Florlda Building CorturrAssion) Rule Chapter
<br />61 G211-3,005. F.kC,, for statewide acceptance per Method ifd). The product notod above has been
<br />tested andAN, evaluated as summarized hotel IT to show compliance With the Florida Building Code
<br />Smanth Edition (20M a nd Is. far the purpose Wended, at least equivalent to that roolulred by the Code,
<br />Re-"alustion of this product "I be roolred following pertment Florida Building Code modifications or
<br />reVISIO11%
<br />sastanuating Data.
<br />. PRODUalEVALMATIONDOCIUMEIM
<br />EX drawing CO-31543 lified '24go Galva nized Steel Storm Panels OiVHZ & NonHVHZ), thesis 1 -S�
<br />prepared W Engineering Express, signed 4, sealed by Frank Bernardo, PE. is an Integral partofiffifs
<br />Evaluation Report-
<br />- TEST EMRTS
<br />Undarm stalle structural performance has been tested in scoordartcowlth TAB 202 test standards pat tost
<br />report(s) *BT-ASG474301 by Slackwater Testing, Inc.
<br />Urge missile Impact resistance and cyclic loading performance has been lested In accordance, with TAS
<br />2PI and TAB 203 taturstandards per lost reporl(s) #ST-ASG-1 7,001 by Slackvtolor Towng, Inc,
<br />- STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering Calculations have been prepared which evaluate the lnoduct based on
<br />comparative atutfor rational anak-sis to quallfy IM following design cnIsAw
<br />1. Maximum Allowable Spans
<br />2. Minimum Allow4ble Spans
<br />3. Minimum Glass Separation
<br />4, AnoMtSpacIng
<br />160 SW 12'� AVENUE SUITE 106, DEERFIELD BEACH, FLORtDA 33442
<br />(95�4) 354-0660 1 (866) 396-9999
<br />TEAM OE N GINV"INGEXP RES$. COM
<br />E%QINEffAINrEXPRESS.CDK
<br />ENGINEERING
<br />All American Shutters and Glass - 24ga Uvarlized Sted Stom Panels
<br />No 33% increase in allowable stress has been used 14 the design of this product.
<br />Separation from glazing Is not required lormenollations.ouiside of wind zone 4 and saaeotial, fadoes�
<br />Impact Resistance.
<br />Large Impact Resistance has been demonstrated as evidenced In previously Noted W toporl(s). and Is
<br />accounted for In the engineering design of this product.
<br />Whd Load Resistance
<br />This product has been designed to resist Wind loads as Indicated In the span schedule(s) on the
<br />respective Product Evaluation Document ff,o, engineering drowing),
<br />1175bliation
<br />This product shall be installed in sWd complaitce with Its respective Product Evaluation Document #.a.
<br />engineering drawIng), along With all Components noted therain,
<br />PMuol cov"nonts "I be of the material specifled In dust product's respective Product Evaluation
<br />Document V.a. engineering drawing),
<br />UMI"Ons & condwons of Use:
<br />Use ottft product shall be in aftict accordance with the respective Product Evaluation Document (Le -
<br />engineering drawltio) as noted herein,
<br />All supporting host structures sholl be designed to resist all Superimposed loads and shall be ora material
<br />Noted I active anchor schedule. 14mi structure conditions which are not accounted for
<br />1. this anchor schedule shall berdeSigned for an a sit"pecific basis by a registered
<br />prolossional engineer,
<br />All Components which am pormaneft Installed! shaff be protected against comosion, conintminati6n, and
<br />other such damage atoll Ornes,
<br />This product has been designed for Units within and outside the Han Velocity Hurricane Zone (I-WZ).
<br />Respectrwly.
<br />I"- Bermardo. PE
<br />ENGINEERING E)CPRESSIe
<br />#pE00461A9 I Cori. Auth. 9885
<br />16D SW 121" AVENUE SUITE 106, DEERFIELD BEACH, 1`01(tDA, 33442
<br />(,954) 354-0660 1 (866) 396-9999
<br />TEAM@ENGINfERZNGEXPFtL'SS.COM
<br />ENGINEfftINGEXPRESS.COM
<br />INSTALLATION 0EITAILS EQ8.5010-20091—Z HANQ STQHM EANEL
<br />INTO POUREQ CONCREJEg CONCREJE BLOCK AND W9012 51RUOURES
<br />CONCRETE BLOCK AN Is 11
<br />REQUIRED.
<br />HEX TEK
<br />"Iftr HEX HEAD TEK _#I4XI*
<br />a:-,
<br />FDOE 1076' I WAS, FROM
<br />V, I
<br />1A "I
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<br />-A ss,
<br />SAL WLTS W,6f
<br />zii
<br />I* Mht
<br />TO CLASS, CUOUM _=M Pop
<br />RNET RM
<br />"ID,
<br />MAX- MA4
<br />PANEL JENOTH E -
<br />J _I PANEL LENGTH
<br />I
<br />ID V
<br />504 OF
<br />Jli_
<br />7
<br />�
<br />7
<br />14",ITAPOON ANCHOR
<br />I/e#TAPCON`
<br />ANCHOR 0 ur O.C� WOOD
<br />co-RETE R01AARM
<br />WALL MOWING
<br />SCALE S/8-l'
<br />FLOM BUILDING 0ODr (Won Valoca Hu acut zono)l
<br />MIN. PANEL LENGTH a.4 vono 1430M W_ Fy
<br />24 GAGIE GALVANIZED STEEL STOMA PANEL
<br />SHALL BE 2'-6' ORION vf�
<br />1� INSTALLATION ARE ONLY VAUD FOR MAX, XrLO. DESIGN
<br />PRESSURE RATING +/ 4CLO p,*J. AND ir-o* MAX STATE 0 GWUL PROnCTION PROIDUCTS, LLC.
<br />PANEL LENGTH. Z 11L I E C 0 in-7.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF 0,55 OR EQUAL,
<br />Offn 111 Or it
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED -STEEL 1;70RM PANELS.(HVHZ & NON-HVIiZ)
<br /> --;ky vAgy)
<br />(LCCAT19N
<br />Surram NauW�M%_/
<br />(GoGRLOLO I
<br />Q ii-41-20 STITCH
<br />SFASJENED0
<br />1-0 M PANtul
<br />40J, , N T 5
<br />VOLTICAL MOUNT ELEVATION
<br />MAXIMUM ALLOWABLE i,
<br />DESIGN PRE SSUkES:
<br />S-NQTW IN [�ES(GN
<br />DESIGINNOT55'
<br />P TI D N U LATtD
<br />IRPRI,
<br />rE E, TRTHE
<br />V tTH slit
<br />A a DE &p.
<br />P ME U, T H N FOP. ANY
<br />AS LY 5 k
<br />GENERAL NOTES;
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<br />ANCHOR SPACING SCHEDULE-
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<br />rDP MOUNT
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<br />Most, rzo:=*
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<br />It- _?E Zr W W, _7 QW, �125" 115.o" �1" 'Wil g�
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<br />B.U" E� 'a �4.. es
<br />MINIMUM SrOW PANIELSEPARATICKFROM GLASS aukb Ir 0L 12.v, Ica,, wx, a,, It's,, idw, #�v lo.p, &4�
<br />FAVIIIIII0101o' *7-
<br />v2 L2 v� a, 14,7 &V' W0 14,7" lt.t'
<br />SEPARATION SCHEDULE:
<br />(HV14Z, WINo IONE 4 ESSENTlAl FAMIRIES), W Sr
<br />It.
<br />ve.0-4tr,mo om''l-t's" Ar"w, 41i, i iir CLASEr, T3— lza, c.,:Ls.. "�Ii 2.1101
<br />Dcdw u ITIwan 1EF vj All
<br />Ar ga 1 ONG* ENMA V K.,d. 4- � 4 - wowftnw 41 ". � � r,
<br />THAN 3W ABOVE GRADE 01 12.V1 40 L451, 1z S;1411 '516, lzv� I&ID"
<br />* " �f i
<br />AUDWAKE tPISTALIATIONSI-M INSIALLATIONSGR
<br />JSPAN4�1 THAN 30'ABOVE GRADe 1P 79� 72- _5
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<br />.V4B�
<br />__F 1- -3 V� -TF 5. 12 q.1
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<br />40 1. 4d 12�s, 111&, 150, 3301, lz,�v U. INVI, Im" 141), 32��, '45 V' JA 4' la 51
<br />t No '"ch QLASS IS "1* om�`ANSI`I Is 11)"m 114AN TW hww FOR
<br />44S 1�,$' !if 41,* It's" ih fZ31, 111.8" JlZv� Ittio'll-sAidA,
<br />_T E�§ 44
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<br />5,-AMAMA1!IAN
<br />Msn!."f� a %21T " 6.25, ac, Z =rl
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<br />2,53.
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<br />ik� f A.- I 190 1A
<br />I it � -
<br />NOW 9WEVIN
<br />R r." vi, Lu jc� f/-72 27c Irr 1 6134, 23% In J
<br />V *1- -0
<br />ty, wm I w tw"hi 4d:
<br />48 ANCHORNOTES:
<br />x__100 —1 4' U
<br />1, ANCHORSCHBDOLE APP4E5 TD ALL MODUCM CERTIFIEbLHERFIN, BUT ONLY PROVIDES
<br />44,p (D I t
<br />U1
<br />14, w. MANM PAN Ql
<br />I �� M ALLOWABLE ANCHOR PACIIIr� MAXTMUMALLOWABILF.�. SAN FRW�URESINDtCATI50
<br />w1w,1411 - `V IN "M $CHEOULES"ALLIA111111.
<br />SPAN SCHEDUI NOTES:
<br />1, ENTER SPAN SC44MULES WITH NEGATIVE At
<br />rg, 14 ENTEFLANCHOR SCHEDULE
<br />�.51ii - n L. f�IMMW -B,64D CN PAW fATTENEB,SPAMAIG, 7HEEVSTM5ITtJL7U9E
<br />C11�21�1 DESIGN I= & PANEL FASTENER SPACING TO -YPe- BE �eR THA
<br />PI ALL &ANC HOR I :LECTOESIGN LiDAb GREA1 N4M EWALT6 NEGATIVE DESIGN
<br />19 CLETWINEIMAKINUM ALLOWABLE STORM PANK
<br />a;, lmwyv�- W at - =,E
<br />LU SPAN. SC IS ACCEPTABLE FOR USE WrTH ADA44W 'Jk N fmwouNrING a= EE 0 NTING, i
<br />POSITIVE LOADS LESS THAN OR EQUAL TO PAMO.- 13 two' wr 7 t" 1114� CA
<br />N, us 0
<br />A_ NEGATIVE DESIGN LOADS 1-116, Ao� 31251� ic's 4 A"I CTI
<br />rF"-TRAC1L. STUDDIED AAGAE, ETCJL USE 15,25" 52 1c.711 A
<br />�Jd§' 4
<br />7�� IN ACCMANCEW]THMANUFACTVILERSr� RECIDM4EMONTION&
<br />11
<br />Ip 0,
<br />OC Ct
<br />2, VANEL FASTENEW ARE STUDS USED IN "Cl�CPAN15,L-FARTENE A=6GTAaIEvAUU
<br />CON3UNCTLON, WITH ALL MOUNTING fXTRAISIONS 12-1" 1,40, Ix, 625",Jcj� 4�V� 4,all Ai-l` ti.? % FOR
<br />v- "44
<br />PAMEL FASTENER SPACING TABLE VALUES FOR 5, "1 DIN TO 12LOC11
<br />ALL W- AND -W-NiUMDERS (INCLUDING IN Ilk CUT U1111 Wmlu, n 12,w, Iff, HaLLOW VRESJ*LLCONfORP1 ana9w,
<br />Jill
<br />4J. 16'a, 7 mamum,
<br />AL-V 5.21
<br />CONDUMN WON%TEXPOLATION BETWEEN LOADS IS
<br />�LYL
<br />-4- piraSHIES WALLFI_SHES
<br />ACCEPTABLE, OTHERWISE USE NEXT MGK% WAD. 411= Z"110'r 1.2 1,41511 TAIG" -tjl &v X GR SHALL REVERIEW BY OTHERS TO
<br />?z 1.911111 1"', �,v,: 5,7", ADEQUA" TPOSPEIK�OAM 0 I4CS7`5TRLJCrURE
<br />A I do 414" -ill 4_1' 44, CONL (I 5�EINS�aLLDEEMB5DDECTrOUN-iCgAtIO-=DmNa*lEortLy
<br />GLASS SEPARATION NOTES:
<br />tHE 171,18`"
<br />TO FLYWWJ,) Js,,—E,'TA5LZ WeIPMONS IXO0 I a
<br />1, ENTER SPAN 504EDULI: WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />ONLY MR SIDE CLOWRE
<br />MINIMUM ALLOWABLE SEPARATION PROM74ECIPIENINGIG of %�Z!CCED_ 10, 1#,HEREANCH0,A5FA6 N_110,%AAWW WEror, =KMO,)§�5,TtAER,�BHALL BE LOCATED LN
<br />Age §,vl i�s. oasj vie I
<br />�F`tc .� F 1 2� SCHEDULE is POSITIVE wTlvm 11- 1 EDISTAILCEISACcEPTABI.EFORWOOD
<br />I BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHEA
<br />J Ilia LOAM
<br />WrLAI- -L-POMT5 5GLID-SET Er BRASS BUSHING-
<br />FACULITTES IN ASTM WMD ZONES I THROUGH 3, THE W_%WAnA7ION 3tMENrqr A INTQTHjE!§AEr
<br />-3. MR INSTALLATIONS OUTSIDE OF TNVHVKZ AND OLITSIDEOF IESS
<br />fill
<br />J . SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE MIN 11 CR WAFE D fS1 ALK JSM)Q.NDL LU
<br />r"I
<br />111;1A
<br />r,., Y,� 20-3154a M23M OPENING IS LE20ED. 20-31543 C. SYUC H FIN Es. 20
<br />AWANACOVI__�
<br />OTA EPTABLE14SES,
<br />WTTH THE ANthak SCHEWLE' . LIATETON
<br />OiPTIONAL EPRESS PANEL DETAIL
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<br />oil 6� ONAL INTERIOR EASTERMIS DEML Q!�"IOR FASTENING
<br /><
<br />_J
<br />n
<br />SHEET NO.
<br />SH 1.51
<br />
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