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<br />EZIW/18 ANCHORS
<br />SECTION EEL & ALTERNATNE EZIW CA, SHEET Is)
<br />Mi. A�
<br />"(SEE
<br />NoTE 2) Ars
<br />FiNcut 2)
<br />ALvM.Vv
<br />or I -Pw riwc� LASSI PANEL(D M BE AT EACH O-VEIR40 $HAI, ALWAYS BE
<br />1/'I'r-F E 0
<br />ot PROVIDED W/ REAR HANDLE TO rACaJTATE ASTALLA510'-, W INTE:NDEIT
<br />�O BE �NST FROW INSIDE OF STRAICTURE.
<br />AT
<br />A
<br />2=� E-Z HAND STORM PANEL S11,7EY
<br />'K� TOP
<br />(fND PANFL) t 1 (11,41 RIOP NEQ (INTERAO R PANEL) iNTFRIOP PANEL) WIX I CO,,I MAL & 00170M�
<br />SEF NOTES 1 -1 Sa NOTES 2� 3� 4
<br />I 19, END PANELS SKALL TO 60TRW_ JRA4k
<br />I OrHFRWMC A 3frP BE PRADED IT TOP OF lil,414
<br />1AN11S*
<br />13)� it Ewu, PANKLC ABC c jNNEC1w To RUTTriv FRADY,, I ONWC.TION
<br />SvAli CONSf5z OF M.S W/ Wtfx
<br />i SOLTO PANELS W) mrT OR 1/46,314' Mi, 74UMLISP-REW 0%0 TAPOED BOTTOM
<br />fs, socn; W/00 ;A ovuu.�p i TRACK LOC&TON OF FAUTrNERS MAY OE AT OTHER OF 'W01
<br />(SU svc-,"14� Is AP PuCAER13 EXTERIOR FIAT FLANMES Or END PAREL
<br />AI 501%
<br />(4) IN CAISr 111W END PANfi-S ARS� NOT To IRDTOM
<br />I T T_ i MAX -TRACK A STUP NAR IS OWY USE0. A' T1*`) AT t EAST TWO
<br />PANIELS %1ALL BE CONNECTED M 00loo, TRACK uS,?NC DPECS
<br />+4 4 4-r7-_ 4_4 tj---f�-I--f-+h VINCA--M ON NOTE (Z, ASCF1E_ IN CASF- CONNECDON, OV
<br />"ANELS iV�UK
<br />U_� J Ct d J L L j _j -i L L j J Ll J j -1 L L L J J, L L �JJ L L J _JJ Ll 1, J J_ I J J-1 TO 901TOM MAY OCCUR A' ANY PANEL tOCATIOtc
<br />A
<br />t INSTAL�ATIOHS ONO� VkUD FOR WINT)
<br />A, ANC44ws 5P5xU UP TO 170
<br />istz SECTION ETt E AL"EswATIVE EZ*w or4 91EE- 'a)
<br />EZIW/IS
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL J", SYSTEM
<br />1/4'
<br />NAX. CAP
<br />�jEQJION A= -A
<br />"0011HPY"',
<br />15CALE �,/32--!-1)
<br />FLORIDA BUILDING CODE (Mon High Velocity Hur
<br />'Ry Hur Iceme lzrw�
<br />44167 24 CAGE GALVANQEO STEEL STORM PA14EL 1Y,
<br />STATE 0� IL F.0 0 OLORAL PROTECTION PRODUM, LM�
<br />I-) ...
<br />S, PUT A, PI AW
<br />ORO 1�1
<br />I "P
<br />5� CM- A%
<br />c._6106�11
<br />Imat L)
<br />ENGINEERONIG7
<br />ENGINEFERING EXPRESSO
<br />PRODUr-T EVALUATION REPORT
<br />September F5, 2020
<br />Apprication Numbev, 1761SEIA - R2
<br />EX Ptriject Number 20-SIS43
<br />Product Manufacturer. All American Shutters and Glass
<br />MaruifactuNu Addfew 1540 Druirla Road
<br />Wost Palm Beach. PC 3309
<br />Product Name & Descriphorr 24gs Gefitanized Steel $form Panels
<br />Large Missile Impaot Resistant
<br />Scope of EValuation.
<br />This Product Evaluattion Report is tuiling Issued It) acconlancewith the requirements Of the Florida
<br />Department of Busareas and (Florida Building Comm"on) Rule Chapter
<br />51020-3.005, FAC., for statewide acceptance per Method l(d). The product noted above has teen
<br />tested andlor evaluated as summarized herein to show compliance with the Florida Building Code
<br />S..nth Ediffor, (2020) and is, for the purpose intended, id;esst equivalent to that required by the Code
<br />Re-Eivaluation of this productshall be required following parthant Floilms Building Code modifications of
<br />revisions.
<br />Substantiating Date.
<br />. ERgP_UAt�TEVAjjfAjIQNQ0CUMENTS
<br />EA drawing P.0-SI543tiffed "24ga Galvanized Sleat Storm Panels (HVHZ & Oon-HVHZ)�� shoots 1-5.
<br />prepared W Engineering EUNT"N"T signed & sealed by Frank Hernando, PLE, is an integral part of this
<br />F-Valummi Report
<br />, MTREP!2RTS
<br />unit.. statio struclund performance has been tested in accordance with TAS 202 test standards per test
<br />Nuperns) #ST-ASG-1 7-001 by Blackwider Testinp, InC
<br />Large missile Impact resistance and cyc4c loading performance has been tested In accordance With TAS
<br />201 and TAS 203 test standards per test report(s) #BT-ASG-1 7-001 by Blackwatep Testing. Inc,
<br />- STRAJ MRAL EtONEEFiNG C61LOOLATIONS
<br />Structural engineering calculations have been prepared which evaluate the producl based on
<br />comparative andror rational anatists to quality the following design crilena:
<br />1� Maximum Allowable Spans
<br />2, Mournitin Allowable Spam
<br />3. Minimum Glass Separation
<br />4 Anchor Spacing
<br />160 SW 0`1 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />t
<br />,954) 354-0660 1 (866) 396-9999
<br />TEAM IPIENGtNezrtmri ExpRes s�cox
<br />coN,
<br />I
<br />:FC 7
<br />ENGINEERING
<br />Page, 22 Of-1
<br />AtIAlnerican Shuttvis dod Glass — 24ga Galvarrind Steel Storin Pallets
<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 Resistance:
<br />Large Impact Resistance has been demonstrated as "dInicod in previoualy bled test repori(s). and is
<br />accounted for in the Engineering design of this product.
<br />Wnd Load Resistance
<br />This product has been designed to I asist wind loads as indicated in the span srhedule(s) On the
<br />respective Product Evaluation Docturiant fie, rungineenrip drawing),
<br />Installation
<br />This product shelf be installed in strict compliance with its respective Product Evaluation Document lie
<br />engineering drawing). along with all Components noted lhareni.
<br />Product components shall be of the rnaterial specified In that ptoduct's isspectNe Product Evaluation
<br />Document (1,e, angineering drawing).
<br />Limitations & Condlitions of Use:
<br />Use of this product shall be in shict accordance with the respective Product Evaluation Document (Le,
<br />erighteening drawing) as noted herein,
<br />Ail supporting host structures shall be designed to hunist all supemirposed loads and shall be at a inatensil
<br />ftled in this products respective anchor sollecifile, Host structure conditions which are not acconrued for
<br />In the products respective anctrof schedule shall be designed tar an a site-speciffic basis by a registered
<br />ppideswonal engineer
<br />AR components which are permanently installed shall be protected against corrosion, cortamination- and
<br />other such damage at all Times,
<br />This product has been designed for use within and outside the Ffigh Velocity Hurricane Zone (HVHZ),
<br />Frank Beffmardo, PE
<br />ENGINEERING &PREse
<br />01+0046549 1 Cen Auth, 9885
<br />160 SW 12" AVENUE SUITE i0fi, DEERFIELD BEACH, F[oi-f-04-31442
<br />(954) 354-0660 1 (866) 396-�)999
<br />8 _`1at,11 . ;to
<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG ,aTORM PANELd)
<br />INTO POUREQ-tQACRETE. CONCRETE BLOCK AND YQQQ__aLRA0MM
<br />Mn
<br />1jeo TKAWN
<br />CONCRETE BLOCK ANC14OR 0 12' OX-
<br />REWIRED,
<br />1,4`1 IOM4 J`14.!, HU HEAD tR WOOD J141- MEN WAD TEX.
<br />ANCH." Ie 1101
<br />7
<br />SCREW a 4 *(N*' FROM
<br />EDGE OF
<br />M r
<br />90 D
<br />2
<br />Mk,,
<br />10 -SEPARAMON
<br />1 [ ,
<br />NOW PW TO CLAM, RVET
<br />R-N E-T
<br />MAX, UW
<br />LENORA "MEL LENGTH
<br />"'XIN
<br />�AN k1- __` �
<br />AT., 0 a
<br />F�
<br />T_ "
<br />I' ME,
<br />A- 11 min
<br />SEPARATION
<br />! - 61%
<br />TO QIVSS TH= OF
<br />11 To GLASS
<br />THUMBSCREE
<br />0�
<br />E11111
<br />(7�
<br />R'4'0 TAPCON ANCHOR
<br />0 12' O.C.
<br />1/4"it TAPC '.41 WOOD
<br />�A 12
<br />ON Cis
<br />ANCHOR 0 12- ?014T)R DRIED
<br />CONCRETE BLOCK '-i REDURED
<br />REWIRED,
<br />SCALE 3/8-l' SCALE 3/8-1-
<br />FLORIDA BUILDING CODE (NOR High traloWy Hurricuru; ZvNir)
<br />MIN, PANEL,LENCIIII 441 nLH=1 M� 24 GAGE OALVANIZE0 STEEL STORM PANEL
<br />1. INSTALLATION ARE ONLY VAUD POP IW AS., ,.l, SI _LL BE 2 -6, lk
<br />PRESSURE RATING +/- 40.0 pe,f, AND'&
<br />-0' MAX
<br />PANEL LENGTH, STATE GLOBAL PROTECTION PROOLICTS, LLC.
<br />IL ECOoc
<br />2, FOR NEW WOOD FRWE CONSTRUCTIOW WOOD sw �, SIRCIFT
<br />- wp� _ QWYC It wl�
<br />n-, W (NA'O"Ar 2 -175
<br />A
<br />�0__ZZD` TAUT YEWOM AN A -NY
<br />MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC
<br />DENS" OF 055 OR EQUAL,
<br />H, Or Hi,
<br />311111111
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />TOP
<br />OP GUNT
<br />I oNNTYPE
<br />AS REQ'D)
<br />L
<br />U"�.
<br />OTTOM MCKNT,�CDNN (SPANi BELOW
<br />nPE AS RECIDI OSSTMUCTTON)
<br />AS REQUIRED, PTIQ ALW'-20 STFITCH
<br />CTI019S A40 BOLTS WITH WASHERED
<br />UCH$ATISFY V;INGNUTS FASTENED @
<br />)BS1RUCfION, OVERLAPS 0 MIDSRA1 III
<br />APPROPRIATESPANTABLI
<br />VERTICAL M04JNT ELEVATION
<br />2, (NOTCHED PANELS)
<br />WT,Eik ELEVATTQN
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANCIS
<br />Mill, �AUIM $VORM 4144E 1, %PARALRN IROM GLAA5
<br />urvj, WIND ZONI4 &ERSEN riAl PACROILIS
<br />ALIVIVARL r
<br />iNVAUA THOKS LEM IWAUATKASGRFATfA
<br />THA1A34`A8OVFuRAQF fHAA1-.'K'AEOVtGAA0f
<br />13,10
<br />:/-So
<br />6.06
<br />6.176 If, IF
<br />THAN OR 500;
<br />0111,
<br />37ARCSTUDS
<br />OUT j
<br />VAPY)
<br />MAXIMUM ALLOWABLE
<br />bESIGN PRESSURES:
<br />NOTED IN DESIGN
<br />DE51GN NOTES: E SC;HLpULE-S
<br />POSIT
<br />UVE AND NEGATIV� DESIaN PRESSURESCALrULAT-5D
<br />F
<br />FORLU E WITHTHIS SYSTIEM'SMALL BE WERMINeD PER
<br />SEPARATE ENGINEERING IN ACCORDANCE AITH THE
<br />GOVERNING CODE. PRESURE REYUIAEFI�NTS A&,
<br />?X1,11,11NED 111,AC.C.0 'A N 'Ll 11 CHAP!TfiPAN
<br />EFU
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<br />H if RUILIC'�Iul; 21'OFSH J_L llt? LESS
<br />OR&AL.T0 THEPOSTFIVIE OR NECATIVE DESIDN
<br />PR UPS
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<br />ASSEMBLY As ENGSVN
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<br />B un
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<br />MAY REQUIRE
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<br />PROIECT
<br />i SMALL BE RESPONSIBLE
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<br />)N MAXIMUM TESTED
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<br />FIN SIHALLRL,
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<br />VISIT EcALO.I6131543
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<br />GLASS SEPARATION NOTES'
<br />1, ENTER SPAN $,CMMULE WITHI POSITIVE DIS5164 LOACTO USTEWINt
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />Z SCHEDULE I$ REQUIRED fan USE WITH POSITIVE LCAIDS ONLY
<br />-TRWISE USE RB17 FITUFAH1
<br />'IfTERPOLATION BETWEEN, LOACS IS ACCEPTABLE, OTEr. lu7 ;-,m
<br />LOAD.
<br />3. MR INSTALLATIONS OLITSIa OF THE HARZ AND OUT51DEOF E5sinntAL
<br />FACILITIES IN A5NrT WIND ZOIK�S I THROUGH
<br />SCHMULF IS NOT REQUIRED AND NO MINIMUM SEPARATION FRO111 THE
<br />PROTECTED RP04ING IS REQUIRED,
<br />�O
<br />_2PTTONAL INTERIOR FASTENING DETAIL
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<br />ANCHOR NOTES:
<br />K APEDOPPI-ATE MOIL NTINC; CONOTTECIM Is" M ...... ...... ON
<br />IN OF CONNECTION TYPE),
<br />UE STUDS USED IN CONIUNCTION MTH ALL MOUNTING EYTRU51ONS
<br />�,ETCI U5Ee25`CLC PANEL FASTENERSPACING7ABLE VALUES FOR
<br />,'INCLUDINrBUft_POiJ7,T0NCTT1ONS)
<br />STALLED IN ACCORDANCE WITH MANUFACTURERS'REC)OMMENCIATIONS
<br />5TRUCTURE SHALL CONFORM TO ASTM CeO BLOCK
<br />SHALL ME AS NOTED IN ANCHOR ' SMMULF,
<br />AND EDGE DISTANCE EXCLUDES STUCCC, FOAM, BRICA, AND OTHER WALL
<br />HALL BE LIMITED TO 4/4" MAY, OR SHALL BE VERIFIED BY OTHERS TO
<br />CIS TG HOST S TRUCTr1JRE.
<br />[OTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRAFrE ONLY
<br />JCTURE IS WOOD FRAMING, EXISTI NG CONDITIONS MAY VARY. FIELD
<br />E INTDADEQUATE WOOD FRAMING mFmElEirs, NOT PLYWOOD, FhSTMING
<br />ONLY FOR sIDE CU)$UAE PIECE--.
<br />EN TO NARPOIN FACE OF STUD F.PAMINC, FASTENER SMALL, BE LOCATED IN
<br />��Iki WOOD STU D EDGE DISTANCE 16 ACCEPTABLE FORWOOD
<br />L BE'SOUTHERNPI E" G�0.95 OR GREATER DENSITY, LAG SCREW
<br />EAD OR HEX TIFAD�
<br />ARE DEWALT PANELTHATF, ALLPOINTS 5OLID-SET& BRASS BUSHING,
<br />ILL HAVE IP-` MINIMUM E61GAGEMEP47 OF THREADS INTO THE BASE
<br />HER A PAN HEAD, TRUSS HEAD, OR WAFER HISAD (SIDEWALK BOL7) LLM,O
<br />AltEDGBID11'1�110E INCLUDES STUCCO OR OTHER WALL F]PISHES.
<br />4, NO. N_ W.. ARE: NOT ACCEPTABLE AS23.
<br />�ONDTTTONS.
<br />q IS NOT PERMITTED FOR USE WITH TI-IE ANCHOR SCHEDULES USTEDON
<br />A: I N 51
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<br />SHEET NO.
<br />SH 1.5.
<br />
|