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<br />--- WEOTRIN Qi h ALTERNATNE QIR ON SHEET 19)_..
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<br />I IYy9,($EE NOTE 2.) {�'}wa`✓ ){NOTE
<br />2)
<br />bFCH EN ••. - 'T..-^-^{.-` 37}5'9 MUMINUM
<br />_` 3*�3P RSViT' I-Wi PANEL(D TO HIE INSTALLED AT EACH OPENING SHALL ALWAYS NE
<br />/ ""T�' A : O O {ty : �pO.i� O 1 3 .+ :. 1 'f rcGY{DE Wl R HANDLE 'i'0 FACdL1iRTf INSTALLATIONINSTALLATIONIF iPITENDEt1
<br />BE'INSTALLED
<br />1 - E f 10 INSTALLED FROM INSIDE OF STRUCTURE.
<br />A f 2 PER
<br />i � 4
<br />{
<br />I
<br />ANEL
<br />I
<br />501
<br />j- - I r , _.".._• `r-. , ---r T- .---• , .,... T-r I _�r - i t_._ri ;x •� : (ii- "_R!Etj E-Z HANG STORM PANEL SYSTEM
<br />-:
<br />(END PANEL) e t � (IWTERICtR PANEij � (INTERIOR PANE) # 1 (144MTtRIOR PANELS � � I (END PANEL,{ j1i MAX- '. CONSISTING OF PANEL + Cori- TRACKS TOP A, BOTTOM.
<br />S"EE NOTE 7.a 4 p R 1 i 4
<br />- �E NOTES .' 3
<br />: ' -
<br />{ 1 'f . Eh. PANE L5 f CONNECTED T si i T: K
<br />f O
<br />-0` OTHERWISE A STOP €LACE BE nROVIDE'U AT TOP .1f 15i1ti:H.
<br />a - D ..HAIL A.'W BE ONN _CTEU Q HL '.5M RAC MAX
<br />°I xN8n# PANELS.
<br />-AN,
<br />'3 . If END PANFtS ARE CONkEL?FD TO BOTTr„M Tr4AGK, CONNECTION
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<br />I SHALL. CUNS15"1 Lie. 1/4"f-20v3/4" M.S. Wr Yrg'°0s431'Ji" WING
<br />.__..:.1
<br />alTED PANELS w/ 1/ae-7+u.T' I ' NUT OR tf4"aa,c3/4" Mn- THUMBSCREW INTO TAi'aEil 507TDM
<br />3.5 Bars W/ O A L h� PACK. LO TON F FAS ENERS MAY BE AT EITHER OF TWO
<br />SECT (SEE IONS AS APPLA;A31i) :' EXTERIOR %LAT :;pNuEw OF END PANEL,
<br />I l f i_,� 1 { '_ i T 1 _ ' 1_ s r_I 50K
<br />_L -i_ _:. . f _1
<br />_ � Or 't • (4 ). 1N CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />K (' A aiOF SPAR IS ONLY USED AT TDPi AT LEAST TWO
<br />"L gip.. 1 PANELS SHALL. BE CONNECTED TD BOTTOM TRACR USING SPECS
<br />,(,,,....... 4-4;-.,�._"I_ fi "T..7-T"7`(' ! fNDICATED ON NOT, (3) AR'JV£, IN SUCH CASE. CONNECTION OF
<br />.S. L.i. JJ_. i L J�..Lt? L PANELS TO SG'reON TRACT; WAY OCCUR .AT ANY PANEL EOs:A91'3N.
<br />_.......a._..-_-._a_._,_,:.�...- .._. _
<br />�,...
<br />77 9.-..._..__..,..�.- '�-
<br />• sMA'i, .S z �, $ki R97iE 4...._'_,,.ANL'HC9t5_ 'e>GT: GJn 5P�EF0 uP07GONLY VALID FOR WIND
<br />....-'-'{SEE SECTION E21 A ALTERNATIVE E2IW ON SHEET IB).._- -..-- ---'-- ..-
<br />EZ1/t8"
<br />EZ1 W/ 18
<br />TYP1CAL ELEYA-IIQN FOR SERIE5D0 E-Z HANG STORM R C 1 SYSTEMA M
<br />SCALE: 3/32'-1'
<br />ra' MOV. GA
<br />2.6a?'{kkN ca.E%AF'
<br />.) YA�tF. IdLLiEY) Jr
<br />n114
<br />_ J
<br />MAX OAP
<br />�+ f� A, }y
<br />^ SECTION . A -A \Ti #,111Ht/llyr'Y
<br />SCALr 3/32. -1" trUiT+ 7itl./ r'+va.
<br />*s
<br />' EN 'Sy4Y:, FLORIDA BUILDING COOS Non I,i h Velocity Hurricane Zone
<br />. 44167 axab nl9rca, 2-t GAGE GALVANIZED STEEL STORM PANEL
<br />* i! L or/fifm
<br />i w c GLOBAL PROTECTION PRODUCTS, w f
<br />nu.ff TESTING, t .XIO coMPA1aY 1ba0 BwrLSl��i
<br />LOfilO� ate.: m- ka +.. Nwski n u=. wYK' 20-175
<br />4v.(ze MIGii4 rm --d'PJT
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<br />ENC31NEERING EXPRESS
<br />PRODUCT EVALUATiON REPORT
<br />September 15, 2020
<br />Application178&9 R Numbw: A- 2
<br />_
<br />EX project Number- 20-31543
<br />Product Manufacturer Ail American Shutters and Glass
<br />Manufacturer Address:. 1540 Donna Road
<br />West Palm Beach FL 3340
<br />9
<br />Product Nome& Description: 2Galvanized Steel Storm Penals
<br />Large Missile Impact
<br />rig mpac Resistant tent
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being Issued in accordance with the requirements othee Florida
<br />Department of Business and Professional Regulation (Flanda Building Comrtlissianf Rifle Chapter
<br />51G20-3. 05. F.A.C. far statewide acceptance er - od i d . a product noted above as be 0p Math () The pr ct o h been
<br />tested and/or evaluated as summarized herein to show compliance with the Florida Building Code
<br />Seventh Edition 2020 and is, far the purpose intended, le let th n a tended at least equivalent to ad scale.
<br />( ) P P� eq required pY
<br />Re-evaluation of this product shall be required following pertinent Florida Building Codemodificationsor
<br />revisions.
<br />Substantiating Dam:
<br />. PRODUCT EVALUATION DOCU MMNT ES
<br />Fit drawing #20 31543 filled 14ga Galvanized Steel Storm Panels (HVHZ 8 Non-HVN2)', sheets 1-5.
<br />prepared by Engineering Express, signed 8 seated by Frank Bennardo, P.E. is an integral part of this
<br />Evaluation Report
<br />. TEST REPORTS'
<br />Uniform static structural performance has been tasted in accordance with TAS 202 test standards par test
<br />repoll(s) #BT-ASG47-001 by Slaekwatef Testing. In, -
<br />Large missile impact resistance and cyclic loading per'fotmance has been tested in accordance with TAS
<br />201 and TAS 203 test standards per test reports) WEIT-ASG-1 7-001 by Blackwater Testing. Inc.
<br />. STRUCTURAL ENGIN€EATNG 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 />I. Maximum Allowable Spans
<br />2, MhumumAllowableSpans
<br />3, Minimum Glass Separation
<br />4. Anchor Spacing
<br />ISO SW t2`" AVENUE SUITE 1.06, DEERFIELO BEACH, FLORIDA 33442
<br />(954) 354.066B 1 (866) 396-9999
<br />TEAMiflII:NGLNf ERINGERPRESS,COM
<br />ENGINES AINGEXPRESS,COM
<br />ENGINEERING
<br />Page 2 Of.7
<br />�
<br />All,American Shuttt'rs and Glass __4ga 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
<br />m Resistance. ista ce"
<br />p
<br />Large Impact Resistance hasbeen demonstrated as evidenced in previously Haled test reporhsj, and is
<br />accounted for in the engineering design of this product.
<br />Wind Load Resistance
<br />Thla product has been designed to resist wind toads as indicated in the span schedulels) an the
<br />respective Product Evaluation Document (i,e. engineering drawing),
<br />Installation
<br />This product stall be Installed in striccompliance wlth as respective Product Evaluation Document Ile
<br />,
<br />engineering drawing), along with all components noted therain,
<br />Product components shall be of the material specified in that product's respective Product Evaluation
<br />Document ji.e. engineering drawing),
<br />Limitations & Conditions of Use:
<br />Use oft LB Product shall be in strict ctaccordance with the respective duct Evaluation Document (i.e.
<br />engineering drawing) as noted herein,
<br />All Supporting host structures shelf tre:designed to resist ail superimposed roads and shaft be of a material
<br />listed in ibs produaaresPaci€ra anchor sc.Hostructur conditions which areaccountedfor
<br />in this product's respactive anchor schedule shall be designed for on a site -specific basis by a registered
<br />professional engineer.
<br />All components which are permanently installed shell 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 Hurricane Zone (HVHZ).
<br />Respectfully,
<br />�t r
<br />Frank Berinardo, PE
<br />ENGINEERING EXPRESti'R.
<br />aPI1046549 I Con Auth. 9885
<br />160 SW 12''" AVENUE SUITE 106, DFERRIELD BEACH, FLORIDA 33442
<br />(-954) 354-0660 1(866) 396-9999
<br />TEAM$-BENG(riEERINGE%FRESS.CaM
<br />'ENGINEERINGE%PRESS.COM
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<br />_..-_E%ISTIND PWIE➢ {
<br />-CONCRETE
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<br />^" i _ANCHOR 2' O.G.
<br />rat - . REWIRED.
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<br />ANCHOR a i1' OC e „• I�tG'NRErE OR
<br />�. CONCRETE BLOCK .5 ......_.,. � REQUIRED
<br />REDUIRE➢.
<br />WALL MOUhMNA LL 11140
<br />SECTION EZtjjf@gjJj(Etw
<br />SCALE 3/8=1. SCALE 3/13-1'
<br />�W{V;tMMNiMNFPWA7i
<br />-""�j +Sir
<br />EN>„�"F '• P"ss FLORIDA BUILDING CODE. (Non High Velocity ¢furrloans Tone,)
<br />- .
<br />MIN. PANEL LENGTH ... -�•71k
<br />1, INSTALLATION ARE ONLY VALID FOR MAX. A.S,D. DESIGN SHALL 13E 2'-5' $ • it - 24 GAGE GALVANIZED STEEL STON PANELPRESSURE
<br />RATING +/- 40.0 p.A.f• AND B'-0" MA%=. p a� GLOBAL PROTECTION PRODUCTS, LLCPANEL LENGTH. �� L Eir-Oiat.
<br />2. FOR N'EW WOOD FRAME CONSTRUCTION: WOOD S�. �, mTirt❑ R 014 , - cold"D se s, slFm
<br />.. w., w. sin, DaYIE n.
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ,ear a rHwM n mrr
<br />ro t 20-175
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<br />DENSITY OF 0.55 OR EQUAL, ' P ' � • �, :,,k,,, - „� 4+ „ ,�,,:,� - - ,� WaMw: x.;
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<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24 a GALVANIZED STEEL STORM PANELS HVHZ & NON-HVHZ
<br />9 t )
<br />�WIDTH VNUMr=
<br />(PIRP TO PANEL SPAN)
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<br />OPTIQNALW1_2DETITCH-
<br />aDLTSINl"THTr'fASHERED
<br />PROVIDEn THAT CONNECTIONS AND
<br />ANCHORS, ARE USED WHICH SATISFY -
<br />LVINGNUTS FASTENED N
<br />-SPANS ABOVE,A BELOW OBSTRUCTION ,'
<br />OVERLAPS 9 MIDSPAN''(U:
<br />APPROPRIATE'SPANTA6LE
<br />VERTICAL MOUNT
<br />ELEVATION
<br />NOTCHED PANELS
<br />.. 1 N.T.S..
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24GA PA U NEu
<br />P r
<br />M NIMUMSiORM PANEL 4E. A)r ION€ROR#G1k51
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<br />ERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />14 SCHEDULE IS ACCEPTABLE FM USE MYTH
<br />ITIVE LOADS LESS THAN ON EQUAL TO
<br />ATIVE-i.c'ESIGN LOADS.
<br />PANEL FASTENERS' ARE STUDS i}SE➢ IN
<br />ION WITH ALL MOUNTING TR C , OU TTNG E% USHNN]
<br />�TRACKSD E ANGLE. ETC , USE 6;2'
<br />PA EL FASTENER SPACING AB1EGAL H �H'-AND" V"•HcADERS('.1NCaDING ILO
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<br />DESIGN PRESSURES; rt.
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<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: SCH3SULE<
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<br />POSITIVE AND NEGATIVE DESIGN PRESSURESC%A�ULATED
<br />FOR,
<br />~ r
<br />SE WITHT�j8SY`-'TEMSHA,LL.gEDETERMINED:PER`
<br />SEPARATE ENGtNEERiNGIN GWRC)ANCE WITH
<br />rt
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<br />QETERMINED yNCI3RDANCE iNTH ASCE7 ANCHAPTER
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<br />UALTD YHE SOS3VE GRNEy+ATIVEDESIGN QREPURE CAPACITY VALUES p1sr, D HEREIN FOR ANY
<br />ASS EMELYAS SHOWN
<br />GENERAL NOTES
<br />I. iIRCS 5PECItICR730N-NA1PEEN OIITC EDAND SHALLaE FABRICATED IN
<br />W' W F w
<br />OW
<br />ACCORDANCE WITH THE REQUIREMENi80P THE FLORaE48UILD]BG CODE
<br />5EV DTIIPN lDr USET 1 AN OUTSIDE PF EHVH2 PFR
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<br />B; CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN•CRAC D CONCRETE ONLY.
<br />9 WHERE EXISTING STRUCTUREIS WOO@ FRAMING, EXISTING CONDITIONS MAY VARY, FIELD
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<br />SHEET NO.
<br />SH 1.5.
<br />
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