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<br />+EZ
<br />E"Z1W/l,8 ANCHORS
<br />_(SM SECTION ED & ALTERNATIVE EZIW ON SHEIET I
<br />_r m.L
<br />(SEE
<br />'AIM Mcm 2) -OW/0
<br />LAST PANEL (1) TO BE INSTAUED AT EACH OPENING SHALL ALWAYS BE
<br />1/2'1 1 1 OLF ID FACILITATE INSTALLATION IF INTINIDED
<br />PROVID
<br />EIV410MV
<br />TO BE INSIDE OF STRIJCTURE.
<br />N=
<br />W- E-Z HAND STORM PANEL SYSTEM
<br />(END PANEL) jIN11411161i'llt (KtMR PANEL) (WrERM CW1NGZ.F`W1AW=_1_21=K.L TRACKS TOP & BOTTOM.
<br />(END PANEL)
<br />SEE NOTES 2, 3, 4 SU NOTES 2. 3. 4 (2)� END PANELS SHALL XVSIBECONINE 10 BOTTOM 7RACK
<br />v
<br />OTHEAWILSE A STOP Q.
<br />EFE AT TOP OF SUCH
<br />PANEL LIENOT. PANELS,
<br />AR AIR a 4(r.O P--f.
<br />(3). IF END PANELS ARE CONNECTED To BOTTOM TRACK, CONNECTION
<br />-1 M,
<br />SKAU IN OF "0- M.S. W/ 7/8'00/32' WING
<br />1/40 2&1
<br />NUT OF HUMBSCREW INTO TAPPED BOTTOM
<br />0 rA OVIDFIAP'� TRACK. LOCAFFON OF FASTINIMS MAY BE AT EITHER OF TWO
<br />EMMOR FLAT FLANGES OF END PANU_
<br />OF (4)� IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (;jQA 670P BAR IS ONLY USM AT TOP) AT LEAST TWO
<br />FT TFITFE! JEIJ�=JJEE�=TTI PANELS E L BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />lot f 4 1 W I I I A I I 1 1. 1 1 It I I I I I A I I I I I A I I I I 'a INDICATED ON A IN SUCH CASE� CONNECTION OF
<br />1�1 MOTE 13
<br />JILL.1 L -1 -I.L.L. L J J L L J j-1 _J_J_1_LJ_J PANELS TO BOTTOM TRA KaZ OCCUR At ANY PANEL LOCATIOW
<br />014LY VAUD FOR LIVING
<br />TE
<br />S%AL�PNS
<br />170 m,p.h.
<br />_(SOE SECDON EZi & ALTERWNE EZIW ON SHEET
<br />IZ1/18,
<br />ZIW/18
<br />TYPICAL ELEYABON EOR SERIES 2090 E-Z HANG STORM PANEL CD SYSTEM M
<br />SCALE: 3/32-=l-
<br />2.58rW OVERLAP 1/4* MIA. GAP
<br />-1 WHOLE MMUM
<br />17 Lit 7' 7"7 7
<br />WAX. CAP
<br />SECTION A -A
<br />SCALF. 3/32"-l" "of V
<br />EN %7 ikl_ FLORIDA BUILDING CODE (Ron With Velocity Hu no zorls)l
<br />mm WAW. NA, 24 GAGE G&VAKIZED STIEEL STORM PANEL V.P.
<br />ORION ft.
<br />r44167
<br />0) GLOBAL PROTECTION PRODUCTS, U.C.
<br />STATE
<br />Oi- Al 0 RID) 20-175
<br />.41 SHM 17 Or it
<br />INOWENGINEERING
<br />ENGINEERING EXPRES930
<br />PRODUCT EVALUAT113N REPORT
<br />September 15, 2020
<br />ApplicationNurriber. 1M9,1-R2
<br />EX Project Number. 20-31543
<br />Product Manufacturer: All American Shutters and Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Palm Beach, FL 33409
<br />Product Name A, Description: 24g& Galvanized Steel Sloan Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report Is being Issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regufation (Florida Building Commissloill Rule Chapter
<br />6lG20'3,005, F.A.C., forstaliewlide acceptance per Method 1(d). The product noted above has been
<br />tested andlor evaluated as Summarized herein to show compliance with the Florida Building Code
<br />Seventh Edition (2020) and is, for the purpose intended. at West equivalent to that required by the Code.
<br />Re-evehistion of this product shall be required following perfinerill Florida Suilding Code modifications or
<br />revWonr,.
<br />SUbStantlating Daft.
<br />. PRODUCT EVALUATION OMMEUM
<br />EX drawing OW-31543 litiod '249a Galvanized Steel Storm Panels (HVHZ & Non44VHZ)', sheets 1-5,
<br />prepared by Engineering Express, signed & sealed by Frank Bermardo. FIX. Is an Integral part of this
<br />Evaluation ReporL
<br />. TEST REPORTS
<br />Uniform static structural performance has been tested In accordance with TAB 202 test standards per test
<br />report(a) #BT-ASG-1 7-0011 by Blackwater Tesfing, Inc.
<br />Large n"le Impact resistance and cyclic loading perfiormanoe hes, been tested in accordance with TAB
<br />201 and TAB 203 fast standards per test report(s) #BT-ASC-17-001 by Blaclovaterr Testing, Inc.
<br />- STRUCTURAL ENDMIERING CALCULATIONS
<br />Structural angineerfing calculations have been prepared which evaluate the product based on
<br />comparative and/or regional analysis to qually the followEng design criteria:
<br />1. Maximurn Allowable Spans
<br />2- Minimum Allowable Spans
<br />3, Minfrnum Gins Sepatellorn
<br />4, Are-ftrSpecing
<br />160 SW 121H AVENUE SUITE 106, DEERFIELD BEACm, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM 0 ENGINEIRINGEXPRISS. CON
<br />ENGINEERING ExPREss.com
<br />OMPENGINEERtNG
<br />Page 2 of*2
<br />All American Shutters and Glass - 24ga Galvanized Sted Storm Panets
<br />No 33% increase in allowable stress has been used in the design of this product.
<br />Separation from glazing is not required W instillations outside of wind zone 4 and essential bdlkfo&
<br />Impact Resistance.
<br />Large Impact Residence has been demonstrated as evidenced In previously Rood tee roport(a). ancl is
<br />accounted for In the engineering design of this product.
<br />Wind Load Resistance
<br />TIALS product has been desWrmd to fesist wind Joalds as indicated in the span schedule($) on Me
<br />respective Product Evaluation Document #.a. engineering draWng).
<br />Installation
<br />ThIs product shall be Inaltalled in strict complance with its respective Product Evaluation Document O.e.
<br />engineering drawing), a" with all components noted therein.
<br />Product components shall be of We material specified in that product's rospeofivo Product Evaluation
<br />Document O.e, engineering drawing).
<br />LIM/tWons & Conditions of Use:
<br />Use of this, product shag be In SAM accordance with the respective Product Evaluation Document O.e.
<br />engineering drawing) as noted heroln.
<br />All supporting host structures shall be designed to resist all superimposed loads and shop be of a material
<br />listed In this productS; respective anchor schedule. Host structure conciftions which are not accounted for
<br />In this. preducts respective anchor sottedule shall be designed for on a sibe-ispaciffic basis by a registered
<br />professional engineer.
<br />Ali components which are permanently installed shag be protected against corrosion, contarrinalion, 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 />slow,
<br />Us, 11
<br />Frank Sonnardo, PE
<br />ENGINEERING EWRESSO
<br />#PEOW549 I Carl. Auth. 9885
<br />160 SW 121- AVENUE SUITE 106, D9fRF1EtD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TsAm@EotGtwrzeottmrExPREss.com
<br />EnGiTtEIKINOEXPRESS.COM
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<br />CONCRETE a
<br />RI0UM
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<br />SCALE 3/a-l-
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<br />SCALE 3/8-1-
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<br />NOTE,& MIN. PANEL
<br />FOR SHALL BE 2
<br />a.441
<br />Z
<br />FLORIDA
<br />.012" TLTM
<br />BUILDING CODE (Moo N!jh Velocity Hu
<br />24 OW GALVANIZED STEEL STORM PANEL
<br />re, ZontI
<br />ORION ft
<br />1. INSTALLATION ARE ONLY VAUD MAX. A.S.D. DESIGN
<br />PRESSURE RATING +/�- 4OLO ps.f. AND W--C* MAX
<br />PANEL LENGTH.
<br />T
<br />STATE
<br />I TES
<br />GLOBAL PROTECWN PRODUCTS. LLC.
<br />111,121/30"
<br />WE'.
<br />2. FOR NEW WDOD FRAME CONSTRUCTION.- WOOD
<br />W 74 0-1worw"R
<br />WAIL A. 313%
<br />MEMBERS TO BE SOUTHERN NNE No 2. W/ SPIECIFIC
<br />l,, A4"AP,
<br />20-175
<br />DENS" OF 045 OR EOUAL
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVFiz)
<br />TO
<br />TYPICAL VERTICAL MOUNT ELEVATION
<br />?cT'S. ELEVATION
<br />-OBSTRUCTION
<br />---r (LOCATION MAY VARY)
<br />PANILJ5 MAY BE NOTCH ED ATS qUI.11,11,1� CPTIONALY�'-21)MTCH
<br />. Q A , -1)
<br />PROVIDED THAT CONN LTSWITHWASMERE
<br />ANCHORS ARE USE SATIS NGNUTS FASTENED 6
<br />'W OVERLAPS @ M'DSPAN (USE
<br />)ITIONI IN
<br />APPROPRIATE SPAN TAEILEJ
<br />VERTICAL MOUNT ELEVATION
<br />/-2-'\ (NOTCHED PANELS)
<br />\-i-1/ N.7,S. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANIELS
<br />MINNUM STORM PANEL SEPAIIATION FROM GLASS
<br />(WH4 WRID ZONE 4 & ESSENTIAL FACILITIES)
<br />DFERX`
<br />ALLOWABLE
<br />INSTALLATIONSLESS �UISTAUATAOUSGRFATER
<br />P RESSURE
<br />SPANRFotj
<br />THAN 30 ABOVEGRAM' THAN SIT ASOVEGRADE
<br />(PSF)
<br />.1-30
<br />M.0 in
<br />6.fti. 2161.
<br />130.0m
<br />2.161.
<br />6111. 2.161. 1
<br />*/,45
<br />23010in
<br />-
<br />6,0610 2,16 In
<br />-20;.-6
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<br />_1�
<br />--s-0i im. 235 in I
<br />1-60
<br />83.2 In
<br />=09 M:= 2531.
<br />-1-0
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<br />15,12 1. 2,90t',
<br />27A in
<br />Sla In i
<br />I OIL
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<br />USW IN
<br />VITRUSMS
<br />GLASS SEPARATION NOTES:
<br />1. MIRSPAN SCHEDULE WITH POSITIVEDESIGN LOAD TO DEM14ME
<br />MINIMUM ALLOWABLE SEPARATION MOM THE OPM114G TO BE PROTELT13),
<br />Z SCHEDULE IS REQUIRIED FOR USE WITH POSITIVE WADS ONLY.
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT MGHE$t
<br />IN"
<br />LOAD
<br />3, FOR INSTALLATIONS GUTSIDEOF THe HVMZ AND OUTS)DEOP ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES A THROUGH 3,114E GLASS SEPARATION
<br />SCHrDUUE1S NOT REQUIRED AND NO MINIMUM SEEPARA-TION FROM THE
<br />PROTECTED OPENING IS !MIRFD.
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRE5SURE$:
<br />AS NCITEID IN DESIGN
<br />DESIGN NOTES: SCHMULES
<br />P IlVr:Qp NEGATIVE.D r E,15URESCALOULArED
<br />jSe M THIS S Hr
<br />E MM8 LIB DETERMINED PEP.
<br />I. ACCO A RHTHE
<br />SE" - ENGIMF .5E I
<br />P.SSU
<br />DETERMIED IN ACCORIDANCiilhICI H ASCE 7 AND 04APTER
<br />1609 OF THE FLOP., DA BULL N; ODE LESS THAN
<br />OR EQUAL ��t �&ITIUVFE OLR U t BE
<br />QUIRE _, NEGATLE DESIGN
<br />PRE T$TEC H IN FOALANY
<br />ASSEMBLY AS SHOMM, -
<br />GENERAL NOTES:
<br />VISIT ECALC.10131543 0
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<br />TABLjE �
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<br />FASTAMARS $2 S� OIL G.ZV O�C
<br />5. "Aits mxY A� Air MINI� UmNG olie (1) op no oprlo� 10P ok sorro" OL� nt,
<br />OPTIONAL INTERIOR FASTENING DEWL
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<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES 70ALL PRODUCTSCIERTIFIED HEREIN, BUT ONLY PROVIDES
<br />WjIMuM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWA13LE SPANS AND PRESSURES INDICATED
<br />IN SPAIN SCHEDULE SHALLAPPLY
<br />2. EWER ANCHOR SCHEDULE bA5EDON PANEL FA57ENER SPACING, THE EXISTING STRUCTURE
<br />11ATERIA.- IS ANCHOR T ELECT DE LOAD GREATER THAN OR EQUALTO NEGATIVE 11151GIN
<br />LOAD 0. . ANDUT SR. G=N
<br />THAN OP. EQUALTO SHUTTFA SPAN -SELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COMMON (SEE MOUNTING DETAILS ON
<br />SHIEFT 2 FOR IDENTI FICATION OF
<br />1 'PANEL FASTENERS" ARE SMD5 USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />rr_TAACK, STUDDED ANGLE, ETC .1. USE 6.25'0.C. PANEL FASTENERSPACING TABLE VALUES FOR
<br />ALL'H'-Ar4D'U*-HEADERSO\'CLUDINGSUiLbc)LrrC.oNDntcNs).
<br />4. AN04ORS SHALL BE INSrALLEDIN ACCORDANCE WITH KANUFACrURERW REOD14MENDATI
<br />S. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM CW BLOCK-
<br />6. MINIMUM EMBEDMENT SHALL 13E AS NOTED IN ANCHOR SCHEDULE.
<br />7. MINIMUM EMB
<br />FINISHES WALL FINISHES SHALL BE LIMITE 4
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE
<br />13� CONCRETE AN04ORS NOTED HrREIN SHALL BE EMBEPDEO:TO UNCRACKED CONCRETE
<br />9� WHERE EXISTING STRUCTURE IS WOOD FRAMING, EX151ING CONDITIONS MAY VARY. FIELD
<br />VERIFY THAT FASTENERSARE INTOADEQQATF WOW FRAMING MEMBERS, NOT PLYWOOD'- FASTENM
<br />TO PLYWOOD IS ACCEPTABLE ONLY I`OR $ME CLM R E PIECES.
<br />Ic. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMLL BE LOCATED IN
<br />,,ENTER. OF NORMAL 2" X 4" (MIN.) INCOD, STU D (Y44 FQG E DISTANCE IS ACCEPTABLE FOR WOOD
<br />RAMING). WOOD STUD VALL BE -SOUTHERN PINE' G-0.55 OR GREATER DENSITY. LAG SCREW
<br />E_U
<br />.AALLHAVEPHILLJIPSPAN EADORHEX"EAD.
<br />I. REMOVABLE ANCHORS ARE: DEWALT PANELMATIE, ALL -POINTS SOLID -SET & BRASS BUSHING.
<br />L� MACKNE SCRE)NE, SHALL HAVE I/V MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />AIWM AND KAY HAVE EITHER A PAN HEAD, TRUSS HEXg�)SRTWA0F0ER0ME0ATDH K UXT) U NLO.
<br />WMUM EMBEDMENT AND EDGE� DISTANCE E (SMEMLFI
<br />13. XCLU UC R ERW NrSHES.
<br />14 * ggg DMIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />15
<br />DIRECT M NTING N5_
<br />LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ATIO-KIR SCHEDULES LISTED ON
<br />THEM 1HEET.
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