EZIW/18 M040M
<br />_(SEE SECTION IlZi & ALTOWAINE a1W ON SHEET 14)__-,
<br />17
<br />(SEE
<br />NOTE: E) 70.4 wn, 2)
<br />7
<br />LAM PANELO) TO BE INSTA"O AT EACH OPENING SHALL ALWAYS BE
<br />PROVIDED A14Y TO FAQUTATE ENSTAUATM Ir INTENDED
<br />70 OM SIDE OF SMMRE.
<br />BE jk&nR
<br />it
<br />L A
<br />Jll
<br />-T or 11 (1), E-Z a VORM PMEL SYS"
<br />TT�
<br />00 PANEL) (INTERIOR 0 IrMRJOR PANEL) ("ITMOrt PAMR) NO PANEL 11�x� 80TI�PA�NEL+ Kt� 4ZKNS TOP & BOTTOM,
<br />SEE NOTES 4 3, 4 SET NOTES 2 V 1 0` (2)� M PANUS SHALL BE CONNECTED TO BOTTOM TWX
<br />OTMERVASE A STOP WVSHALL BE PWAM At TOP OF
<br />*X� -19XH
<br />LENGTH PANELS.
<br />TEL
<br />7 40-4 P.3,
<br />(3), IF END PANELS ARE CONNECTED TO BOTTOM 'MACK, CONNECTION
<br />sMALL coristSr OF NLS. W/ 7/8'#x3/32" W040
<br />NUT OR
<br />=413/& MIq, THUMBSCREW INTO TAPPED BOTTOM
<br />w 0 VA OVEINAP TRACK 4 FASTENERS MAY BE AT OMER OF TWO
<br />Is $ AS LE) EMRIOR FLAT "VES Or END PANEL
<br />56X
<br />'Lj_LL1_L1 OF L* (4). IN CASE THAT END PANELS AM NOT CONNECTED TO 00ITOM
<br />MAX TRACK stop am IS. ONLY USED AT =AT LEAST TWO
<br />rTT-7,7 T117T TF___1T7TfiJ_TT1TT IT F �T [�M PANELS BE tosifvv= TO 807TW UXNG SPEC$
<br />-FT-M
<br />I I III k I I f 1 1 INDICATED ON OONNECTION OF
<br />L-1 IL J_J_L J LLJ L.4 -I.L.L L _j_j
<br />SEE NOW 4 J 3- N� L
<br />t, wrl. I i 11 W, t fk$TALLATIONS ONLY VAUD FOR "NO
<br />L(bwifo
<br />VEZIW/14
<br />SPMD UP To M rmp;h,
<br />SECTION EZI & ALTPNXTW EZIW 04 SKET
<br />EV/18,
<br />IYEIrtAL ELEYAII!2N EQ8 SERIM 29QQ E-Z MANG STORM PAN LCIDUSTEM M
<br />SCALE� 3/32'-l'
<br />0 1/4' M" VAP
<br />MAY, GAP
<br />rMION A=A
<br />P6 Tik !ff-,
<br />SCALE, 3/32--l- 0� V�
<br />FLORIDA 81,111,DING CODE tNon Koh VtocIlly HU cone zonw)
<br />.04" Wmb� w_ F�Jk
<br />z 24 'GAGE 0ALVANIZED SltEt STORI# PANEL
<br />1
<br />r,44167
<br />GLOBAL PROTECTI ON PRODUCTS, I.I.C.
<br />TE
<br />STATE
<br />20-175
<br />rA
<br />-1
<br />ENGINEERING
<br />I "I",", I 112f "III 11'7,_� ,
<br />ENGINEERING EXPRIIS-80
<br />PRODUCT EvALLtAxiloN RF.PORT
<br />Soptombior 15, 2020
<br />Application Number R2
<br />f,X Pm*i Number, ift�
<br />Product Martuladider, APA"fican Sholtorseno Close
<br />ManufacturerAddrow, 1WDonnaRaad
<br />West Polm, Beach. FL 33409
<br />Product Norris A Desadpton,, Zazized Sntstorm Panels
<br />lotmDe a solent
<br />Scope of Evaluation.
<br />This PmEluct EvoiUalkin Repoitis being Issued in obocideoca With the requirements offt -Florida
<br />Doportmen(pt Business and ProdessIonal Reoul"on (Flionda Building Commission) Rule Chapter
<br />51 G203=64 F.A.C,, for statewide apeopumos per Method 11d)- The product noted above has been
<br />tod%d andifor evaluated as summarized twain to show corrIlpliance wilti the Florida 130" Code
<br />Seventh efton, (2020) and Jw, for %a purpose Intended, at least equivalent to that required by the Code.
<br />R"Voluallon of M product sholl be required following pertinent Florida Building COO madficiatons at
<br />rolilsions,
<br />Substantiating Date.
<br />. PRODWaEVAL1jAT;ONRWMEM
<br />EX drawing 020-41tSO tilled24gaStilvanized SteetStorm Panels (HVHZ A. Nw-HVHZ)',, shoots 1 -5,
<br />prepared bit Sroin"ring IE�prvas, Signed,& Strafed by Fiat* ftrmaido� FIX. is an integral port o"Ns
<br />&aludon Report
<br />- JWREPORTS
<br />Untform stabo structural pettimadca has been tested in accordance with TAB 202 tam standards pot test
<br />rep ort(s) ASTAS G -114 01 by a lac�o I Test ng, I n r,
<br />Large missfie Impact reestanceand oyde leading performance has boon iastsd In accordance, with TA$
<br />-201 and TAB 203 teststandards pat test rep") *BT-A$(�-1 7-401 by aJaclo"lot Tealim lno�
<br />- STRA) M-RAL ENGINtENING CALCULAMNS
<br />Structural engineering calculations have boon prepaired Which evaluate the product based on
<br />comparative snover rational aftlinUs, to quality the rtWbwhV design cd(aft:
<br />I. MimimumAllow0le Spans
<br />Z Minimum Aftwable Spans
<br />3. Minlimum0loweeporation
<br />4� Anchor Spadrq
<br />14VSW 121" AvFNd' SUITE 106, DEERFIELD BEACHo F�OTITDA, 33441
<br />4.54)'�!�4-06601 (466)3!�6-9,999
<br />TEAN*fNG TREE KING EX ERESS, CON
<br />EN GIN RE KING E XPRESS. com
<br />V
<br />24"
<br />ENGtNEERING
<br />Page 2 ot2
<br />All Amerizin Shutters and (11w - 24ga Galvainized,Sted Sturm Pands
<br />N6 33% increase In allowable sbaws has been used in,the design of this product.
<br />SoperallmI frobt glealng Is not required for installations "ide of wind zone 4 and Essential facilities,
<br />Impact Resistance. -
<br />LAW impact Resistance has been demonstrated As evidenced In previously listed leg Teport(si, and Is
<br />accounted Far In the engineering design of this pro",
<br />Wnd Load Resistance
<br />This product has been #eoigrwd to WASt Wind W& as indicated to the $Pon schodule(s),on the
<br />MspecgVe, Product Evaluation Docirment 0,9, engineering drawft),
<br />Installation
<br />This product shall I* installed Irk Wilipt 06miplarm Willift M000twe Product "Usilon Document #.It,
<br />onginoormi; drowing)-alwill wft all components noted therem �
<br />P=11 C r1ol opectled in That product's respective Ptodutt Evaluation,
<br />LimitationsA condItIons of use:
<br />Use offt product shall to in strict accordance With the reSpeclive Product EvaIuaton Document (I.e-
<br />engineering droykg) as noted heroin,
<br />All sUppoOft host structures shall be designed in reslat all superimposed loads and thall be of a material
<br />Wed In this Products respective anchor schadule. Host Structure conditions Which am Trot accounted for
<br />In this products respective anchor schedule shall be desigited tot or; a afte-specific basis by a registered
<br />Professional orwineef.
<br />Ail Components Which are porhanaftily insulled shall be protected against corms4on, �oontarrjinafibn, and
<br />other such damage at all times,
<br />This product has been designed for use Within and wAWe the High Velocity Hurricane Zone (HIMZ),
<br />Respectfblly�
<br />...............
<br />�4
<br />Prank geni""O' P9
<br />ENISiNEERiNG ExPREs9w
<br />AP110046540 j CETI, Auth- 989-5
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<br />SIORM PANEL
<br />STRUCIUMS
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<br />44
<br />FLORIDA
<br />%NM *01
<br />BUILDING CODE (Non High Volo;ift Kfu
<br />24 GAGE r&VAM STEEL STORM PANEL
<br />no Zone)
<br />1. INSTALLATM ARE ONLY VALID FOR MO. kS.O. DIESH"N
<br />PFWSMAE RATING +/- 40,0 pAJ, AND V-0' MWAOX
<br />PANEL LENGTH,
<br />STATE
<br />GLOBAL PROTECTION PRODUCTS. LLC.,
<br />w - IV I /xw
<br />Z FORNIEN WOOD F%OME CONSTRUCTION: WOOD
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<br />WENISIM TO BE SOUTHERN PINE No 2, W/ SPECIFIC
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<br />DENSITY OF 456 OR EQUAL,
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<br />�M�ON SCHEDLILE:,
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<br />P4ESIAIRE $PANkt*a;U
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<br />MINIMUM, ALLOWASLE SEPAoA'qON P" THE OPENING TO 00 PROTECTED
<br />SOIEO"199$W;Rf.DMRUWWrrRPOSMVELOAOSOK't,
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<br />LOA
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