|
EZi/18,
<br />EZi W/18 Awjims
<br />_ _ ..... _ (SEE $ECiN7N a+ a g1EaH4tME a1w ON sHEEr ,e)
<br />-3• Yoe. -'3• MO..-.
<br />1' Ton. '� 1• MM.
<br />i (JCSEE NOTE 2) �M/® sl NOTE 2)
<br />i Elyn1 CND ,___a
<br />6'VMwUUiePROVIDE[)
<br />W©EAR HANDLETO HE R TO p ACI11TAT ATF INSTALLATION Ir INQ SHALL ANTF.NDEDLWAYS EP/
<br />o O O O O O I)
<br />Ls 1/7 I O O ffl,
<br />- TO BE IN57ALLED rROM INSIDE OF STRUCTURE.
<br />i III{ I!p
<br />2 PER
<br />1 NOTES
<br />'
<br />. T.. 11-T .. T _-•-+..-r--" • 1.. 1 , .. _.. __ ._ • `-.._r.... 1 - T 1 •. OF (11 MAX pLf-1NIIIS)CL 4F_ $EKES 21]OO. C-2 RAMS S>ORM PANEL SYSITTA
<br />i... INTERIOR PANEL I T )
<br />J (LNU PANEL) i j I (INTCRgR PANEL) I (INTFRgR PANEL) I (END PANEL) ( COF'ISISIING Uf PANEL r Conl TRACKS TOP A EIUTfOM.
<br />SEE NOTES 2. 3, 4 1 I j l l I p TES 2, E NO SE3. 4 I I I (2), ENO PANELS SHNL ALWAYS BF CONNECIW 10 BOTTOM TRACK
<br />OTHERWISE A STOP RAR (f) SHALL BE PRONDE'D AT TOP 04 SUCI!
<br />I_f PANElri.
<br />-ANEl
<br />LLN611•
<br />I • 40.0 .1
<br />(3) IF F'n1 PANELS ME CONNECTED 7U BOTTOM iRACN, CONNF'CIILIN
<br />�• I I I I I SUALI CONSIST Of 1/4'01/9'04/37"
<br />1 -20a3/4- M.S W/ WMG
<br />I , I 1 ,0 EO BOTTOM
<br />f PAN4 � W 1 - t' P ITCD S N %0. NUT 4'6a ," in T N' lAP / U OR ,/ 3/ N NERS MAY
<br />I j I I S s. B17Lr5 W a EA OvFRxIY '. TRACK LACATI'Ot'1 OF FASTENERS ALAY BE AT EITHER Of TRK?
<br />11
<br />I (SEE SrCT10N• MPLKAEU) EXTERIOR leirLJNECES Or END PANEL
<br />I I. `. l I
<br />..1_....
<br />or 4J . CASE. THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM
<br />i .' AT
<br />IN
<br />I I I I l 1 PANELS SI,ALL BE CONNECTED TO BOTTOM TRACK USANO SPECS
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<br />-..�..-T-•T ..T..i _I t-_i.. _.i -1�TP. r... INDICATED N00� BAR IABOVONLY
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<br />r SEE NOTE NOR' 4 -•.
<br />_ 3- M. L . _ 3' MAP ._
<br />' An SEf ,.fat 1a•/('r�1 SEE I' Mw 't RJSTALLATIONS ONLY VALID FOR WINO
<br />1, +ERJJ )
<br />NOTE _ ✓ SPEED UP TO 170 I Pm.
<br />ANCIIOAS R
<br />SECTION E71 a AIT(ANATNE E21w ON SFIEr la) ..- _.. _. -
<br />EZi/10,
<br />EZt W/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (1/ SYSIEM (t)
<br />SCAEL 3/32'-1'
<br />2 6n17'(Mei [A4AAP Ms, (LA'
<br />7'(kM
<br />-r VN31'n is
<br />F!4'
<br />MAX. cAv r f
<br />`1 SECTION A -A
<br />SCALE' 3/32-zI" Aa`Ep1A,711`TYfro
<br />1'
<br />�f�P� • '' •�9 FLORIDA BUILDING CODE Non High ftecify Nurriccns Zone
<br />44187 "7010 A f9 24 GAGE GALVANIZED STEEL STORM PANEL rP
<br />DAMON
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<br />1
<br />ENGINEERING
<br />E NpINEERINO EXPRE93930
<br />PRODUCT EVALUATION REPORT
<br />September 15. 2020
<br />Application Number: 370159.1- R2
<br />EX Protect Number. M1543
<br />Product Manufacturer All American ShuNom snd Guts
<br />MsnutscturerAddress 1540 Donne Road
<br />Wnst Palm Beech, FL 33409
<br />Product Name b Descriptions 24gs GeNaNzed Steal Storm Panels
<br />Large fAestle Impect Rssistent
<br />Scope of Evaluation:
<br />This Product Evatustlon Report is baNlg issued In accordance with that rpukements of the Florida
<br />Department of Business and Prolesalonal Regulation (Florida Bill" Commission) Rule Chaplet
<br />6110120.3.006, F.A,C., for statewide acceptance per Malhod 1(d). The product noted above has been
<br />tested &rWw evaluated es summoutzed hervin to show Compliance with the Florida Buldi g Code
<br />Seventh Edition (2020) and is, for the purpose kaanded, at low equivalent 10 that required by the Code
<br />Ra•evolusbon of this product shall be required following partnent Florida Building Code ratification or
<br />revisions.
<br />SutfstanNat/ng Dete:
<br />EX drawing A20.31643 gtled'241 Galvanized Steel Storm Panels (HVHZ 8 Non-14V1,12)", sheets 1.5.
<br />prepared bV EnWnearhg Express, signed E seated by Frank Sennsido. P.E. is an Integral part of this
<br />Eva(uabon Report
<br />• TM 8MRTS
<br />Uniform static structural performance has been tested in accordance with TAS 202 test standards par test
<br />(epoAle) OBT-ASG-17-M by Blsckwpor Tes", Inc.
<br />Large nsdle Impact resistance and Eyck loading performance ham been tsated In accordance with TAS
<br />201 and TAS 203 lost slanthe ds par test repon(s) LAST-ASG-17.001 by Blackw aler Tenting. Inc.
<br />Structural sngneerilg eeleu6eboris have been prepared whloh evaluate the product based on
<br />compandive and/or officinal ansyiels to quality the follow" design crRens.
<br />1. Minimum Allow" Spent
<br />2 Minimum Allowable Spens
<br />3 Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(9S4) 354-0660 1(866) 396-9999
<br />TEA MQ-OE NGINEE"INFEXP0.ESS.CON
<br />ENGTNEf RtNGEXPPf SS.0 ON
<br />ENGiNEERIrJG
<br />Pape 2 of 2
<br />All Amencen Shutters and Glass - 24ge Galvanized Steel Storm Panels
<br />NO 33% increase in allowable stress has been used In the design of this product.
<br />Separation from Blazing Is not rebutted for Imtalle3ions oulaWe of wind tone 4 and assen0al fecifiaes.
<br />Impact Resistance:
<br />Large impact Resbtance has been demonstrated as evldanced In Previously Aped test repon(s)• and is
<br />saoourtied for in the InTginearin t; design of that product.
<br />Wind Load Resistance
<br />This product has boon designed to raabl wind loads as Indicated In the span schedule(s) on the
<br />respective Product Evaluation Docur1ant (i.e. engineering drawing),
<br />Installation
<br />This product shad be Installed in snd complance with Re respective Product Evs)usAon Doaumenl p a
<br />anginserhlg drawing), along with ON components noted therein
<br />Product components shall be of the material specified In that product's respective Product Evaluation
<br />Document (Le, engineering drawing).
<br />Limitations 3 Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective Product Evaluation Document (f a
<br />englneeMg drawft) as noted herein
<br />All supporting hop structures shall be designed to resist all supanmposed loads and shall be of a material
<br />Aped In this product's respective anchor schedule. Hop strudrne conditions which are not accounted far
<br />in INS product's respective anchor schedule shah be designed for on a afteapedlic basis by a registered
<br />professional engineer
<br />All components which are permanently rout Asd shag be protected against corrosion. contamination, and
<br />other such damage at OR times.
<br />This product has been designed for use within and outside the ftigh VOocgy Hurricane Zone (HVHZ).
<br />Respectfully.
<br />V.1
<br />0.
<br />C f
<br />as'•,t •DI
<br />Frank Sennardo, PE
<br />ENGINEERING ExPRESse
<br />4PE0046549 I Cen Auth 9885
<br />160 SW 121" AVENUE SUITE 106, DE6RFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1(866) 396-9999
<br />TEAI4* ENGINE ENING EXPRESS. CON
<br />ENGINEERINGExp Rtss,COM
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<br />INSTALLATION DETAILS FOR
<br />INTO POURED CONCRETE. CONCRETE
<br />SERIES 2000 E-Z HANG
<br />BLOCK AND WOOD
<br />STORM PANEL
<br />STRUCTURES
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<br />1. INSIALIAT" ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHAI-L BE 2,-6-
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<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
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<br />DENSITY OF 0,55 OR EQUAL.
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<br />�ALL AMERICAN SHUTTERS AND GLASS
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<br />WIDTH UNLIMITED
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<br />PROVIDED THAT CDNNECTIr M AND
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<br />BOLTS Vn WASHERED
<br />WINGWTS FASTENED O
<br />9PAN5 A01]VE't BELOW MiFtI CPION,
<br />OVERLAPS O NED5PMN (USE
<br />4PpROPRUAIE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />NOTCHED PANELS
<br />1 N.T.S.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />ORATION SCHEDULE:
<br />SEPARATION LE
<br />A A PAN 2 G II[iE �5
<br />NUN MUM STORM PANEL 5k RA N ROM GLASS!
<br />II,Vw, WN1020NF4A
<br />FSSENTMI 1Af11UlFi) �;
<br />I MAXIMUM S
<br />DESIGN A. nWA6L1
<br />1
<br />5
<br />NSIALLASCIN lRAI
<br />IN4T CA At A -�
<br />AL30'AB 9 I F f
<br />NHE[65URF I SPAN II Jn4.1
<br />1
<br />IIUN 0 Ae0 RA0
<br />1 ' A(R1VE GMOE MAN 30 Vk fi !
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<br />606u
<br />716 In ,
<br />.1100in
<br />__... 606�_
<br />-_-
<br />/45 130tl n.
<br />all6m
<br />1161n
<br />I SO m 130.P
<br />6,06 {n
<br />! 161n
<br />SS
<br />/ I 1(R6M
<br />609.
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<br />7 m3]
<br />609 m
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<br />770 i6lN
<br />B7JM
<br />_ _ 790 -J
<br />1T M_._.'Min
<br />'ION LU4D 6 PA"!t FASTENER S4 rl TO
<br />rERM1NE MAXIMUM AU OWASLE STORM PANES
<br />IN. SC14EDULE IS ACCEPTABLE POR USE WITH
<br />SITIVE LOADS LESS THAN OR eQUAI TO
<br />NATIVE DESIGN LOADS•
<br />PANEL FASTENERS• ARE STUDS USED IN
<br />NJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />,TRACK. STUDDED ANGLE. ETC.) USE 6 25'
<br />;. PANEL FASTENER SPACING TABLE VALUES PO
<br />' H"- AND *W-HEADEAS f INCLUDING BUILD CK
<br />4011loN5
<br />o ANlvl°IM1
<br />MAXIMUM ALLOWABLE��„
<br />DESIGN PRESSURES: T�, -"
<br />zl
<br />qf' INraH
<br />-o4v
<br />'^
<br />MS wrw IN DESIGN
<br />SCHEDULES
<br />DESIGN NOTES:�
<br />�
<br />AND NEGATIVE p��l
<br />PARED
<br />MR'i
<br />PPOSITTIVE
<br />MRAASCON LPNERE$O{E[TERgMAUI
<br />SEPNCE WITH THE
<br />H
<br />1
<br />!3`Bm
<br />NICE A¢4'EIT CHAP1ER
<br />t;
<br />1�ARATE
<br />MF BUILDING CODE SHALL BE LESS TNJMV
<br />OR E�QQUAL TO THE P06IfIVE OR NEOATW E DESIGN
<br />lu
<br />1ti •- i
<br />PRESSURE CMAC3TI VAAILUES LISrECC HEREIN FOR ANv
<br />ASSEMBLY AS SHOWN,
<br />'v
<br />GENERAL NOTES;
<br />` ` t
<br />(L T
<br />As
<br />I. THIS SPECIFICATION NAB AEEMENOITE ttooNT1t�E ND SHA auOf 91 cooFPo IN
<br />a cE NtfM rke (4EpulR
<br />(11 M3R 1H61DE NYD OUTIIOF OF'ME H4N;"
<br />AND
<br />GO
<br />'a O
<br />•1
<br />1AS 20N 202 AND
<br />rAs 2tl1, 20Z OT
<br />OI Si�PalOiT d4 COUE ANR AMENDMENTS WNN1'C/AATE
<br />AND CONFORM TO ALL LLOOfC LI WHITMATE
<br />MIGNN{EC.R6IP7[E(M'IIFATBEYOND AS BOT(0.TE0 MERLIN MAY REQULIB
<br />(,(�
<br />2 'NoiYTtN/SWLNCMA6i INAALIAIEYANLE 6��''E55. HAS BirN•1 U➢EU IN TNF
<br />[N6INEER
<br />i-Jd]j
<br />THESIGN E
<br />Of RICgRO� 1Poyft THEPROJECT
<br />IE
<br />•.1
<br />FIpp. �ATRCCECryryC1HrWT
<br />WALL•EIxCNOORWN OEO nTTNp1l DPRBIMITfrRORRACU6lR! IdOWO"WW"C
<br />4. SNOMATr $rfY empic 1EM.L131 LDFMRIINNOCSMALOeR
<br />WIDEN
<br />dtOERTO DMAT! FFRRDN�LLO0pAppsa, 0lPl2CTiIXJi. OR SPANS CD ED
<br />spAII
<br />NEPEIN•CONTACTTHfs ENGJNEENFOAALTERNATE CALCULA NSA6
<br />MAY tie REQUIRl O:
<br />IIR11��I
<br />f TM! SYSTEM DETNLeD NeRERN ES OENERM AND GOES NOT PRONDe'
<br />f.
<br />INFORM11LIRg�R� PDR A SPECIFIC i/Ta TOR 511E COMPRIONS DU*VWNT PKOM
<br />THECONDITIOIS W7NI,EO HER EIX ALICFNSED SNGIMIBRORR603TERED
<br />ARCNRECT MALL /RwARE s1R SPECIFIC DOCUMENTS FOR 115E IN
<br />c IF, NLYION WITH THIS DOCUX0
<br />M DESIGN PRESSURES NOTED HEREIN ARE I AEED ON MAXIMUM WITTED
<br />■■
<br />Fp�RrEMRBRAD�LRLB DIVI A I.1EAE1J4AFLIRTV FpaBCE,T}OERR. aR Ie6
<br />'5
<br />y
<br />L7
<br />jDyEyER7DRBY
<br />EI[ AL ATIO NS
<br />P011 AI,UfitRMIN. M ZT MA RCT ON 1DM MNN-L; F Yj
<br />INC. m ANY MPLICA$U2 FrolM" STATE, AND/OR IDCAI CODfS.
<br />p ALLSMIIM PIINELESNALLaE 17,4GIImRa4 bP0024'
<br />•�
<br />F SMR14 PANELS SHALL OONroRM TO ASTM A6l3 STRUCTUMVQUALI"
<br />660 GALVAry1SL0 kDATOG WITH A N]MINUN PI'Mal Kml,
<br />FIWS]
<br />ID. 114AWF@1UM•FXiRU5i0Ns8NALtBE6tls2.16 ALUMINUM ALL04
<br />I`c
<br />UNLESS NOTBO DM DFISE.
<br />if. TOR m SrA DECANE SHOWN MAY Be TN AE FIBID
<br />CONDITIONS DICTATE. PANELS NAY SE MOUNTED VERRCALLV OR
<br />VERTICALLY
<br />NORRONTALLT A6 APPIJCALLl.
<br />13. CdVCNTO ANCHORS NOTED MEAN SHALL a➢ 1M8®D6q M
<br />NON•CPACKED CONCRETE ONLY. INSTALL TILL CONCRETE ANCHOR$ PER
<br />_
<br />PaeRtGg1FOB, 9YSZ9A FRFCTiONr 6CONMAUCTION FKA47ICEe BEYOND THAT
<br />W MICE S CAl1!'D WR eY LOC11� SnRR, ►FEDERAL G30B a FlIOM
<br />DEYMT10K5 OP TI0 pUN
<br />1a. EXC YI NS CR AF VtKA MQ ItiftAP. 19TEM NO ADDITIONAL
<br />I� Vt1 TATIONS OR AFFIRP NS O NRS M MAR6U.
<br />'1L ALTSRII-n11%ADnrTIDpy, OR OY11 al MARgRGy TO TM1S DOEUMIP[r
<br />ARE NOT PERNITrOD AND RwAUDAR THIS CERTIFICATION.
<br />TER fVORY 70 AND
<br />Cf>l�I. N1N6 TN6IO�L�LD�YFING�➢rAWPDPIM ION OF (l) LABEL
<br />VISIT ECALC.IUri156S ■ Sft�i
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<br />ro,.r... •II:aTP r
<br />�
<br />Tar
<br />E
<br />MtMAMFUN,LMNR.lacrtrsAR'lA!wie
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />.: T
<br />.*I
<br />�:��
<br />cac�FtittSiiE�.iE1.18FT:uitfE�ELIE.17
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<br />ANCHOR SPACING SCHEDULE:
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<br />2.5" PD6[ ISTANQ
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<br />ANCHOR NOTES:
<br />1 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXLMUMALLOWASLEANCHORSFACJNG, MAXIMUM ALLOWABLE 6MMS AND PRebUAtS INDICATED
<br />IN 6PAN SCHEDULE SWILL APPLY
<br />2 ENTER ANCHOR SCHEDULE MUD ON'PAWL FASTENER SPACING. THE EXISTD4G STRUCTURE
<br />TE TYP T AM N a ANCNdI E SELECT DESIGN LA40 GREATER TWIN OR ALTO NEGATIVE DESIGN
<br />AL LOLL
<br />LOA ON 8t1 RAND SELECT PAN 0 � T T E O 6N AN. L D VTT! 5 ATE ER NTN OR NEFT1 T UFf o N S! ECF
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING OOMDIi[()N (BEE MOUNTING OETA715 ON
<br />SHEET 2 FOR IDEMIFICATION OF OONNECYION TYPE)
<br />1. "PANEL FASTENERS• ARE STUDS USED IN WFOUNCTION WITH ALL MOUNTING EXTIEUSIOW
<br />"P-T STUDDED ANGLE ETC E 6.21' O.0 F ER SPACING TABLE ALLIES FOR f RAIX. ) Lat PANEL AST➢N V
<br />ALL ti`• AND -W-HEADERS (INCIUDINO DIJILOOUT CONDITIONS)
<br />4 ANCHORS G ALL BE INSTALLED IN ACCORDANCE WITH MANUFACM&t*S' RL'WMMBIOA"MONS
<br />5. M04AW BLQCK HOST STRUCTURE SEFILL CO~ TOAS71.) Coo SLOCI.
<br />6. M0dMUM EMSEOMMR SMALL BE AS MOTO IN ANCHOR SCIHEDULI.
<br />7 MINIMUM BMelDMwT AND cote 0151ANC! rNLClU0E5 STIl000. LOAM, DRIfOt, AND 07HN1 wALL
<br />FtNtsHlS WALL MNISHES SHALL B! uNareo tb 1/4` MAK CIR SMALL BE yE0.1I11F[1 BY OTHlR6 TO
<br />AOlQUATlLY RANSPFR 1A0.05 TO HOST STRUCTURE
<br />e, CO IRETE ANl]'pRb NOTED H ill $M LL BE EMBEDDED TO VN{A4CIB0 ODNCREfE ONLY.
<br />9, WHERE EXISTINOSTRUCTURE WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD
<br />VERIFY THAT FASTENERS ARE 1NTOADEQUATE WOW PRAMINO MEMBERS, NOT PLYWOOD, FASTENING
<br />TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES,
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FA5TeWRShALL BE LOCATED IN
<br />CENTER OF NOMINAL 2' N 4' (MIN WOOD STUD ' " E•OCE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL Oil
<br />PI "G-0.55 ORGREATER DENSITY, LAG SCREW
<br />SMALL HAVE NaLLIPS PAN HEAD OR HEX MEAD.
<br />It REMCIVABLE ANCHORS ARE OLWALT PANELMATE. ALL -POINTS SOLID -SET a BRASS BUSHING
<br />11. MACHINESCREWS SHALL HAVE 1/2-MINIMUM ENGAGM1ENr OF THREADS INTOTme sere
<br />ANCHOR AND MAY HAVE OTHER A PAN HEAD, TRUSS HEAD OR WAPER MEAD (S101!4W K BOLT) N.N,O
<br />13. MWINVM EMBEDMENT AND EDGE DISTANCE EXCUJDE4a STUCW OFL OfNER WALLF)NISHES
<br />14. DEU4NATES ANCHOR CONDITIONS WHICH ARE NOT ACCEFTABLE USE',
<br />LS * DIWt MOUNTING COr10ITIONS
<br />LE LINEAR JNTERPOIAIIOPI /5 NOT PE RMrTTED FOR USE WITH THE ANO,CR SCHEDULES USTM ON
<br />THIS SHEET.
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