|
rL
<br />*FEZZ I W/1 a ANCHORS
<br />I,- SECTION EZi & ALTERNAYNT EZIW ON BMW
<br />-3 Max.
<br />mt.
<br />FT(sm Man: 2) -0.4
<br />1/2,
<br />2)
<br />Is`# ALUMINUM
<br />ANCT LAST PANELO TO BE INSTALLED AT EACH OPENING SHALL ALWAYS Or
<br />PROVIDED OLE TO FACILITATE INSTALLATION IF INTENDED
<br />To BE � E= INSIDE OF STRUCTURE.
<br />NSTeM I
<br />1111111IN111111
<br />IN
<br />I
<br />AT PER I
<br />P
<br />(M.)
<br />S(ix
<br />OF 'e
<br />MAX.
<br />I I(END PANEL) I
<br />SEE NOTES 2 4
<br />jl*41�OR
<br />R FANEL)
<br />1
<br />NOTES 2. 3,
<br />4
<br />,f,
<br />IYEICAL ELEYAIIQN EOR SERIES 2000 E-Z HANG STORM PANEL (D SYSTER
<br />SCALE: 3/32'=l" 1/4' Max GAP
<br />E-2 HANG STORM PANEL SYSTE
<br />'IS
<br />Wi M&L TRACKS TOP . 0011061.
<br />(2). END PANELS BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A W XTEHALL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SMALL CONSIST OF 1/4'0-20.3/4" U.S. W/ 7/8"*x3/32" WING
<br />NUT OR L =43/04; Min. THUMBSCREW KID TAPPED BOTTOM
<br />TRACK. N FAST04MS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT RANGES OF END PANEL.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (I.e. A STOP BAR IS ONLY USED AT AT LEAST IWO
<br />PANELS SHALL RE CONNECTED TO BOTTOM ZR USING SPECS
<br />INDICATED ON NOTE a&t_ IN SUCH E CONNECTION OF
<br />PANELS TO BOTTOM y OCCUR W� PANEL LOCATION.
<br />t INSTALLATIONS MY VALID FOR WIND
<br />SPEED UP TO 170 m.p.h. I
<br />ENGINEERING
<br />ENGINEERING
<br />Page2of2
<br />All American Shutters and Gass - 24ga Galvanized Steel Stom Panels
<br />ENGINEERING EXPRESS(&
<br />PRODUCT EVALUATION REPORT
<br />No 33% Increase In allowable strass has been used In the design of this product.
<br />Separetion from glazing is not required for Installation outside Of wind zone 4 and essential facilities.
<br />September 15,2020
<br />IMPaCt Resistance.
<br />Application Number. 1178501 - R2
<br />EX Project Number. 20-31SO
<br />Large Impact Resistance has been demonstrated as evidenced In previously listed test ravorl(a), and Is
<br />accounted for in the engineering design of this product.
<br />Product Manufacturer Ali American Shuttsm and Glass
<br />Manufacturer Address: 1640 Dorine Road
<br />WInd Load ResisbInce
<br />West Point Beach, Fl. 33409
<br />This product has been designed In resist wind loads, as Indicated In the spun schedulai(s) on the
<br />respective Product Evaluation Document (i.e. engineering drawing).
<br />Product Name & Descilption: 24go Galvanized Steel Storm Panels
<br />LOW Misalle Impact Resistant
<br />Installation
<br />This product shall be Installed in Strict compliance with Its respective Product Evaluation Document Ile.
<br />engineering drawing), along with all components noted Quirein,
<br />Scope of Evaluation:
<br />Product components shall be ofthe miderial specified In that producVs respective Product Evaluation
<br />This Product Evaluafion Report is being Issued in accordance with fire requirements of ft Florida
<br />Document Q.a. engineering drawring).
<br />Depamnard of Business and Professional Reg uldon (Florkla Building Commisslon) Rule Chapter
<br />SIG2D-3.005, FAC., foirstatewidescorplance per Method 1(d). The product noted above has been
<br />Limitations & Condhions of Use.
<br />tested and/or evaluated as summarized herein to show compliance with the Florida Bullifing Code
<br />Seventh Edition (2020) and Is. for the purpose intended, at least equivalent to that required by the Code�
<br />Use of it& product shall be In SM accordance with the respective Product Evaltuation Document O.s.
<br />Re-evaluation of We product shall be required following pertinent Florida Building Code triodificattons or
<br />engineering drawing) as noted hereirt.
<br />revisions.
<br />At supporting host structures shieft be designed to resist all superimposed IDEAS and shall be of a material
<br />Mod In fib produes respecilivIianchor schedule, Host Structure conditions which are not accounted for
<br />Substantiating Des:
<br />In this products respective anchor schedule shelf be designed to on a site-spedlic beets by a registered
<br />professional engineer.
<br />PRODUCT EVALUAMM DOCUMENTS
<br />All components which are permanently Installed shall be protected against corrosion, contamination, and
<br />FX drawing #20-31643 OW249a Galvanized Steel Storm Panels (HVHZ & NorHHWP*. sheets 1-5.
<br />~ such damage at all times.
<br />prepared by Engineering Express, signed & -led by Frank Bennardo, P.E. Is an Integral pad of this
<br />This product has been designed for use within and outrilde the High Vetoofty Hurricane Zone (HVHZ).
<br />Eveluallon Report,
<br />. TEST REPORTS
<br />Respeeffully,
<br />Uniform fraft structural performance has been tested In accordexice with TAB 202 test standards per fast
<br />reportle) #ST-ASG-1 7-001 by 811fackwater Testing, Inc,
<br />Large missile Impact resistance and Welic, loading performance has been Tested in acoordanoo, with TAB
<br />201 and TAB 203 test standards pertaist report(s)#BT-ASC-17-001 by SlackwaterTeraling, Inc.
<br />STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural anghwering calculations have been prepared which evaluate the product based on
<br />comparative and/or rational analyrsis to quality the faflowing design Dwane:
<br />1. Maximum Allow" Spans
<br />..........
<br />2, Minimum Allowable Spans
<br />Frank Bermardo, PE
<br />3, Minimum Glen Separation
<br />ENaINFERING EWREsO
<br />4. Anchor Spacing
<br />#PE0046549 � Cert. Auth. 9985
<br />160 SW 121- AveNue SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(9S4) 354-0660 1 (866) 396-9999
<br />(9S4) 354-0660 1 (866) 396-9999
<br />TEAR@ ENGINE ERINGEXPRESS.COM
<br />TEAM@ENOINEERimaExpRess.com
<br />ENal N r ERINGExIlRess�com
<br />ENGINEERING]EXPRESS,CD14
<br />t!-Y
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<br />CLOSUM D_`TAIL MMKMPT".
<br />WELL.,
<br />A. _EE.
<br />02
<br />IMALLABON DETAILS EQR SERIES 2000 E-Z HANG STORM PA ELE (1)
<br />INIQ EQUEED CONCIREIE. CONCRETE SWO AND MOD STRUMIRES
<br />gSTM:O LIFIED
<br />IJ4-0 TAFCON
<br />Go. B'DICH mom 0 tr 0Lc_
<br />FIVEOUSIM.
<br />Illrit TAPOON 14.1* Ma HEAD TER 14%1* M HEAD TEK
<br />=I.
<br />ANCHOR 0 12. ok� CKV V 4' FROM 06e FROM
<br />EDGE OF
<br />1/4
<br />Art
<br />I* Min, 1/2
<br />�11 if 70 GLASS. SEPA1,0171014- =M POP
<br />-Z;.a IN POP TO GLASS, Z
<br />awt
<br />fivir -(D
<br />ILAX. MAK.
<br />906 PANEL LENOTH S& SOLIS PANEL LENGTH
<br />--(DWe.
<br />TO OLAS& OF,%"
<br />&U`M0= or v
<br />04 7
<br />_y4*0 TAPCON ANCHOR
<br />114-0 TAKW 2 WOOD
<br />ANCHOR 0 12*'o.r POURED
<br />OR
<br />REDURED
<br />CONCRETE BLOCK
<br />REOUM.
<br />WALL MOUNTING WALL WOUNTIM
<br />SECTION EZI AMNATM E21W
<br />SCALE 3/8=1" SCALE 3/8-1-
<br />EN
<br />FLOW BUILDifir, CODE (Mon High Velocity Wr can* ZOmI
<br />NOTES: MIN. PANEL LENGTH -amitnmm rp.
<br />24 GAM GALVAN9ED STEEL STM PANEL INVAIN ft.
<br />1. INSTALIATION ARE ONLY VAUD FOR MAX. A.S.D. DES" SHALL BE 2'-6"
<br />PRESSURE RATING +/- 40.0 psJ. AND W-O" MAX �A-
<br />PANEL LENGTH. STATE 0 111. EC0.111C. GLOUL PROTEC7MN PRWUM, six
<br />FRAME WOOD 4M ILE. M STNEEY
<br />2. FOR NEW WOOD CONSTRUCTION: ONAE- P. 3331
<br />20-
<br />MEMBERS TO BE SOUTHERN PRE No 2. W/ SPECIFIC "4 175
<br />DENSITY OF 0.55 OR EQUAL UP.Vfiw -
<br />INA is of is
<br />MAXIMUM ALLOWABLE
<br />ALL AMERICAN SHUTFERS AND GLAS S
<br />4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HIVHZ)
<br />DESIGN PRESSURES:
<br />DESIGN NOTES.:
<br />I SCHEDULES
<br />WIDTH UNLIMITED
<br />'OSMVEWAINDNU'135AT"V'�TDESS"HN' 0 ES T), RED
<br />rORUSe TMrIj 5 3 EM ALMUERrZRMC1ANZ LATE
<br />(PERA TO PIANEIL $PAN)
<br />.3EPfATE,(!W -1,.,1I-0-ANCE_TI11HE
<br />'I. U RII,1. AS
<br />N.3
<br />4 IA.1W&FW�1;-j
<br />TOP MOUNT (CONN-
<br />TYPE AS R�Q'D)
<br />TYR,
<br />DETrM'ND' "I IN.1 Ll'r%'T"
<br />1,609 OF THE FL . &I'S I; 'LB = THAN
<br />SecrEOHS
<br />0 PTIONAL 4`20 STITCH
<br />E
<br />OR ITI,
<br />PQ%TOTHET,,�JIVE,111 NE"TIVI DESIGN
<br />.5 CAR.0 0 LISTEDHERENFORA14Y
<br />WASH RED
<br />ASSEMBLY AS SHOWN,
<br />8
<br />"'�_BOLTS,WITM
<br />WINGNUTS FASTENED 0
<br />OVERLAFS C MTCBPAN (USE
<br />APPROPRIATE BRAN TABLE)
<br />GEN ERAL. NOTES:
<br />E FABRICATED
<br />PLAN \nEw
<br />V
<br />ME HVH7, PER
<br />_INVESTIGAT
<br />ACH KAY
<br />QWRE
<br />R0,156"
<br />4 USEDIN THE
<br />T
<br />BE a
<br />IMEGIN � UC
<br />BOTTOM MOUNT
<br />�CONNTYPEAS-
<br />REQ'D)
<br />1 1 0.375"
<br />AY BE AT I
<br />MAY "' AT
<br />S. BOTTOM
<br />T, TYPICAL VERTICAL MOUNT ELEVATION
<br />�D]
<br />ORDI! TO DeM41,Tf! FRO 10 N SMIUD
<br />HEREIN. CONTACTTRISENSINEE DFEDFRLEA=MOPIIS�TEORSPAPNANCSALet:dUNLTATIONSAP
<br />MAY Se REqUIRED.
<br />R MR SEER Con DETIOES R" FROWDE
<br />LUM �E SYSTEM "TAILUUMB"' IS "Eft EE AND MNS 6EPRRENT PROI
<br />'NATI I PE Ft
<br />THE CONDIMUMEID MEMIN. ALICENSS50 EWINII5ftQRXEMTBRED
<br />ARC SPECIFIC DOCUMENTS FOR USE of
<br />Co
<br />P" �IIEIN ARE aASED ON MAXIMUM TESTED
<br />A�
<br />r,,AP,9-'r FACTOR,
<br />1!9��PVSJI Mal"Or"D
<br />�MMGN d
<br />OBSTRUCTION)
<br />PANELS MAY HE NOTCH ED PIS RED. �OPRTTON Ly�',N)STITCH
<br />PROVIDED THAT CONINECTI.NS.N. BOLTS WITH WASH�REQ
<br />ANCHck,SAR5 USED WHICH SATS 111VI'l.6, TS,11_',1.rNE
<br />NU -D 0
<br />SPANSAaDVE & BELOW OBSTRI IC AN COVE
<br />-_ $PAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />/-2'\ (NOTCHED PANELS)
<br />\�v N.r.6, ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />fHVHZ WIND ZONE 4 &ESSEN TIAL FACILITIM
<br />MAXIMUM
<br />DEUGN
<br />PRESSURE
<br />ALLOWABLE
<br />SPANIL-)
<br />INSTALLATICHISLESS INSTALLATIONSCIRFATER
<br />TH41,13WAROVEdRADE THAN 30'ABOW GRADE
<br />ne.0 in
<br />6.061 - ----- I-
<br />50.ilft
<br />06 in 21610
<br />mo in
<br />646 in
<br />0 �Gfn
<br />Dii. 23S In
<br />8" in
<br />6.09 1. 2.53 In
<br />/-65
<br />59.111 In
<br />6-111. 2.72 In
<br />/
<br />175A In
<br />6,121. I--
<br />�7O
<br />2 at n
<br />__Lso
<br />Sag 10 2SOIn
<br />VISIT ECALWT31IM3 roserm I
<br />FJ' T,__
<br />ro,=
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />(ALL PANEL5)
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />3
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />g
<br />ES I g
<br />S
<br />Lft
<br />LIJ
<br />JE1
<br />==ArTOP0RSDTr0"
<br />2. - SEPARATION MON CLASS is REQUIRED "31, ME, tMor, IS W�TIS, � 'ROT Nonx, PON
<br />"==9S WSWM~ MMINME IN TMEE AJIM. W"ENE SIDE 0-MIRES Aft NOT
<br />VNEI)MEM REQUIRES) SEPAXATIM MEN GLASSSMALL. SEPER DETAIL�
<br />4. TAOLE APPLIES TO 220 . ....... 0
<br />FASTENERS 0 12 5- ON 6.25'rIC.
<br />2t
<br />S. PANELS I- SPAN W MINIMUM L51mG � III oF YNI, ornomAi. TOP OR sorrom PEA.
<br />OieNING (MEN MAIL '14% USING ANY MOLINTINS CONDITION SHEYNN IN THESE DRAWNtiM
<br />Mel
<br />Ab=.
<br />uLt
<br />I A100101 if zg,
<br /><
<br />� -.1-- - - A
<br />Z�T-i�F,TN� - AJoSE$; (INCLUDING BUILD 61"
<br />CONDITIONS).
<br />3. LUREAR INTERPOLATION BETWEEN LOMS
<br />ACCEPTABLE, OTHERWISE USE SECT HIGHER LOAD
<br />1 0 P
<br />GLASS SEPARATION NOTES:
<br />1, ENTER SPAN SCHEDULE WITH POSITIVE OMGN LOAD TO DETERMINE
<br />MINIMUM ALLOWASLE SEPARATION FROM lIe OPENING TO BE PROTECTED-
<br />2. SCHEDULE IS REQUIRED FOR USE WIN POSITIVE LOADS ONLY�
<br />INTERPOLATION BETWIEEN LOADS IS ACCEPTABLE, OTHERWISE USE AW HIGHER
<br />LOAD.
<br />3. MR INSTALLATIONS OUTSIDE OF THeHV"Z AND OUTSIDE OF ESSIENTIAL
<br />FACIRMES IN AST" WU`1DrZONBS I THROWN 3, THE GLASS SEPARATION
<br />SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTIECTIED OPENING IS REQUIRED.
<br />0
<br />L NAL INTERIOR FASTENING DETAIL
<br />M =AL EGRESS PANEL DETAIL
<br />FASTEMNG
<br />,MK
<br />Ey,
<br />1-2.250' 0 094' -2.250"
<br />172
<br />-0,094] L
<br />T_
<br />16 GA Z
<br />TYP T
<br />4" TYP.
<br />2 1.094"
<br />C62--
<br />J - _j
<br />1.930" .375 'T0171is I
<br />,
<br />S�z
<br />-1.4-960,
<br />-1.4-960, �
<br />2., no, 2.000" TYP, Z ?I.
<br />em"=2UT 'U" MEADMR IDAZP� M_
<br />3.380' X
<br />-1.51-011156011111 L.560- sic, 0%�57� 01.376"
<br />.19 oa,90
<br />0
<br />_12.500PANELCOVERAG 6.179'
<br />So,
<br />-14 e75" PANEL LENG71- b
<br />A1'IE 11S. ..3Dy.
<br />90" ac�
<br />TYR P.
<br />9LALD-MT T TRACK E, "I'll 6,9s7l
<br />4=n ww
<br />0.19G
<br />DERI
<br />LE APIA.CK f"TFROEDI
<br />OVERLAP
<br />25" MAX.
<br />4" MAX. A COWIM CLOSUIAE DETAIL
<br />.2,- MAX
<br />MAX, _T1
<br />LU
<br />In,
<br />�Nl MPIN, DESTAN
<br />RWI 11 BUILD�OUT
<br />E, LOUD"
<br />EMBED
<br />LOOD"
<br />-70VEFLAp
<br />MAX.
<br />25'MAX_ M -
<br />1,50o'
<br />MIN'.
<br />WRNER CLOSURE DETAIL
<br />ED
<br />D
<br />ANCHOR SPACING SCHEDULE:
<br />Ile, 1-1 33
<br />EC'YA r
<br />1Z
<br />Iwo
<br />anlmfflffirm�
<br />N
<br />N
<br />0"Im.
<br />11", .
<br />t 791,
<br />0
<br />314" MGE DISTANCE I Q �. -. -. I
<br />11T, X2, wrim �3
<br />'A' 4t
<br />48
<br />-
<br />7Z
<br />12"T,
<br />16 Y. ISO.
<br />M
<br />1�.511
<br />t50- ME..
<br />aw
<br />1�! .�
<br />,a-
<br />L5 ..i-
<br />12's.,
<br />15 a...
<br />IZ.r
<br />LQ-
<br />14,7" 6.0-
<br />32,T'
<br />16.0" 14,7'!
<br />11.6"
<br />E�� 51'
<br />ISO' ISO'
<br />MAP 14.7-
<br />6.0*
<br />6..'
<br />12.5"
<br />IZ.5"
<br />SO'
<br />ISO'
<br />14,7' 6.0-
<br />14.7" 50'
<br />12.5-��
<br />12,5-
<br />iS-lr 1+1" SO'
<br />!"'Er 14.7- .a",
<br />11, t ur EMEM) 33
<br />41
<br />4
<br />�Z
<br />71
<br />IZIS;
<br />160' 16,0'
<br />10.1"
<br />12.57'
<br />160'
<br />7;U"
<br />12.5'
<br />1 .0" 10.1" 5.2LI I
<br />1.7 51'
<br />16.0" 1.4.1-
<br />8.1-
<br />iZ,T'
<br />16,0
<br />9.7" S.6-1
<br />MY'
<br />16.0- 9.7- 5.4�'
<br />12-5!'
<br />LZS�,
<br />16.01' 1? 0"
<br />to.n,� It I�
<br />16.0.. S.6"
<br />7.0
<br />8 4:
<br />sk"
<br />iZ.5-
<br />I�Ivl
<br />12,5"
<br />16�0"
<br />15.."
<br />1"0"
<br />9,6" 5.6�
<br />R.Ell 5.5.
<br />9.6', 54..
<br />12.5::
<br />2,5!
<br />12.5',
<br />7,
<br />16.0- ,E� S.6"
<br />S3., S,v
<br />33
<br />TAP fm .F-- 41
<br />49
<br />5a
<br />72
<br />N.011 16.0
<br />IM
<br />2121
<br />I;Gr �, 12.5�
<br />IqLD` 102'�M
<br />tz�5`
<br />1
<br />14
<br />1011w,
<br />_911",- 1215,11
<br />iz.5.1
<br />16�0, 1 4
<br />2,511
<br />%Q11
<br />9 12.
<br />2 !!:
<br />"�'!
<br />:
<br />10.5
<br />I'll.
<br />11.1.1
<br />16.0-
<br />1.,.
<br />14, 12.P.
<br />, 11
<br />71 1'� 31
<br />I
<br />WQ0jD IkUSUNC 48
<br />5Z
<br />7Z
<br />12,5"
<br />16101. 8161.
<br />12.P'
<br />!LK
<br />6 1:; 12. P
<br />12.19T 53- 4
<br />IZS'
<br />f5.4" 5.9"
<br />±12L
<br />12_3"
<br />4.7" 4.0- 5"
<br />123- 71. CO.
<br />MV'
<br />14, 2" "
<br />4.7" 4 0' 6.25-
<br />12-�� 4.7" 4..'
<br />62V'
<br />12 F' 4.7"
<br />&.25'
<br />14-3"
<br />4�7?' 4.0" 0.23-
<br />12.3" 4.7" 4.11-
<br />ANCHOR NOTES;
<br />1. ANCHOR SCHEDULE APPLIES TOALL PRODUCTS CERTIFIED HEREI
<br />MAXIMUM ALLOWASLEANCHbR SPACING, MAXI MOM ALLOWABLE SFAN
<br />I N SPAN SCHEDULE $RNLL APPLY.
<br />Z. ENTER ANCHOR SCHEDULE BASEDON PANEL FASTENER SPACING,
<br />- corbirroN (SEE MOUNTING DETAILS ON
<br />4CTION WITH ALL MOUNTING EXTRUSIONS
<br />1ANEL FASTENER SPACING TABLE VALUES FOR
<br />NOITIONS).
<br />WITH MANUFACrURERV RECOMMENDATMNS,
<br />RM TO A5TM -0 BLOCK
<br />4CPCRSCHEOUL9, '
<br />LUDEI5 BTU I FGAM� BRICK, AND OTHER WALL
<br />MAX OR $HALL BE VERIFIED BY OTHERS TO
<br />MINEDDED TO UN-CAACKED CONCRETE ONLY,
<br />.,EX]STINGCONDFTIbNS MAY VARY. FIELD
<br />FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />XPIECES.
<br />'TUD FRAMING, FASTENE9. SHAUL BE LOCATED IN
<br />.DGE DISTANCE IS AO_EPTA81_E FOIL WOOD
<br />3-0.55 OR GREATER DENSITY, LAG SCREW
<br />. A N "�l BUSI-Mr.
<br />��A,I'L=IEI'12 r.S I'NT'O'T'H'E BASE
<br />IFAD, OR WAFER 11 EM POEWALK BOLT) U.N:O.
<br />UUDrS STUCCO OP. OTHER WALL FINISHES,
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