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<br />fENU PM1E1) I (INTERpR PANEL) INTERIOR PANEL) ( PANEL) (END PANEL) r�
<br />SEE NOTES 2. 3, • I I I SEE MOMS 2, J. 4 i
<br />PANEL LENOfH
<br />44 1
<br />J . • _ L..L . ISol(S 11SECcn�S _JA APPUCAKE)
<br />5021
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<br />J_L JJ_LLJJILLJJ_L��JILLJ 11LL LJJ1JJ_JJ1 1JJ_
<br />...1 3• Un � 9iF NOTE 4
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<br />ANCHORS
<br />-- ----.--(SFI WJCnOa EST At ALTERNATIVE 121W ON SHEET IS)..-_.__..-.- _-
<br />eL •A 111 iLL aA. L► � 'i
<br />JL4.IIV1�. . -M
<br />SCALE: 3/32_T'
<br />10 ENGINEERING
<br />E:NCIINdPISRlNti ExrREss!®
<br />PRODUCT EVAL.I IATION REPORT
<br />September 16.2020
<br />Appkollm NerrTar. R2
<br />EX PmOdNurabar. 1543
<br />Product Manukdow Ati Asfthm 81Yulam and Otess
<br />Merlubdium rAddresa: 1540 Domes Road
<br />Nast Palm Beach. FL 33409
<br />Product Name 6 Dolooption: 24go 0alvero2od Stoat Slo nl Panel
<br />Loops MWW Impact ReakloM
<br />Scope of Evaluation:
<br />TiTk Product Eveamtlat Rapnrt te beirq lewd k BOOM alOs Wei R1• IoquiroMll/rAs d RM FIOrldB
<br />Dspowneve of Buaksa and Protaaloal Rapule6on (FdWft with lg t.wvr& wm Auk Chapter
<br />81G20.3.WS, F.A.C., for statewide accapleno/ per Mothad 1(d). The product noted Oboes has been
<br />Noted oWar avouoed as stavorwILed herein N show conplana MIN ONE Flat; ida Sul dinli Coda
<br />Swa11M EdNIm (20M and k. for the popoa ktlortdad, at Mai equivalent to thet required by the Code.
<br />Ra•walwtlon of this product 9W be requkad MowkB perlowd FlorMot Sul d w Coda mod koho e or
<br />wAmone.
<br />Substentleft Date.
<br />EX drawhCpryM31643 Wed -AN Gsktuitad 8teet Sbrm Pan t@ (HVHZ a Nom4 MIT', stleelo14,
<br />prepared
<br />la"� EN�W"• Eopre". salad i eeeNO by Pnsdt So" Woo, P.E. 6 an into" per of the
<br />.lfeii.�Gafp1.=
<br />LWgwm ldsk MnWA o perbrRwm ha Oven tellbd in a000TdlnfY VAM TAS 202 tso standards per lost
<br />repro* NOT•ASO.11-M by blockader TeoBtlB. Inc.
<br />Lays m Wls INVW resistance end Cyclic: loading perbnrmnce has ba m ' 'in soaordatwe wah TAB
<br />201 and TAS 203 tettatardards per Net reporo) tIBT-AfiG-17-001 by Bk*wbt Teatlrp, Inc.
<br />Sburiural woneerin8 Cebulovons have bon memo whirl evaluate, Ma product bow an
<br />cot nal ardla clonal an "a gwMy the f ollaft - Its Iala,te:
<br />1. Maknun Albwabk 8paes
<br />2. MkNTnum Allow" BPerts
<br />3. Wdmm ohm 8"Wa llm
<br />4. Anchor 8pacinp
<br />160 SW 1211 AVENPe Sum 106, DEERFIELD BIACN, FLORIDA 33442
<br />(954) 354-0660 1 (466) 396-9099
<br />TtAMe E%atNvr RING Ex►Rtsf.CoN
<br />E*01N1ERINGE$#Ross.cum
<br />of LAST PANEL© TO BE INSTALLED AT EACH OPEWNO SHALL ALWAYS BE
<br />tF110VI0ED W Rf/IR NANOLE TO FACILITATE INSTALLATION W INTENDED
<br />TO BE HNSr FROM Y451DE OF STRUCTURE.
<br />(' NOTES� 1, T RAW CKS STORY PANEL SYSTEM
<br />NO PAN ♦ 1, TRACKS TOP . BOTTOY.
<br />(2). END PANELS SHALL ALWF BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP 9AR (� SNN.L BE PRUIRtED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SWILL CONSIST OF 1/4'0-2013/4' Y.S. W/ 7/6YI13/32• WING
<br />NUT ON 1/4Yf3/4• Min YHUAEBSCREW INTO TAPPED BOTTOM
<br />TRACK. LOCATION FASTENERS MAY K AT EITHER OF TWO
<br />EWERIOR MT tU V#= OF END PANEL.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (14. A STOP BAR IS GRAY USED AT TOP) AT LEAST TWO
<br />TED PANELS SHALL BE CONNECTO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE 3() ABOVE. NI SUCH CASE, CONNECTM OF
<br />PANELS TO BOTTOM 'TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS ONLY VAUD FOR WINO
<br />SPEED UP TO 170 m.PJA
<br />ENGINEERING
<br />Plugs 2 oF2
<br />All Amman Shuttlm and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% inx to olowebte!Alas! has been used In the deW of Mar product.
<br />8eparalm Rom plating Is no! required for Installations cit"a of wind tone 4 and asientbl aGllaaa.
<br />impect Resistencr
<br />LoWme�d In d R g�iatirpfnaar tOn
<br />has been df mwotratad ery evidenced In WWAK bbd todreporl(s)r and to
<br />of tft product.
<br />Wind Local Ras/sance
<br />This product has been do@Wwd to rank Wind loads as IrldkvW in Ma spen sdleduk(s) on th
<br />taepeclve Product Evaluation DOcunlerl B•e. onal aerhtg drawing),
<br />InstaUedon
<br />This produel shad be Installed in WM eomplanos Kom tee respective Product EvsNntlon Donarwnt p.0.
<br />e1WMerkRI dreYWlg), a1011Q wnlT to Ib1IIp011alIi ncted Blafekl.
<br />Product components %W be of the tr atorM specified in the produWa respective Product Evakw*w
<br />Docurnont 0,0- artphtserkg draWMtg).
<br />UmOdons & Cond►bIbm of use:
<br />than o181is product *full be In 9Md 61KYNdencavAM Me respective Product Evaluation Doctawrd (Le
<br />angin*erktp draW4rlg) a noted heron.
<br />AN supporting host stniaues shag be deggned to mow M superimposed loads and ahol be of a r wWW
<br />teed in this produ Ala respective anchor schedule. Heat structure condllone wdoh am not accounted for
<br />In We product'* respective anchor schedule dW be domWEN I for on if *ls'ap*dRc bak by a. g1dend
<br />pamwonM W*-
<br />AN oDnvwwds wlich m porntaerdly fiW led shot be protected ag" cormNmL c6rlNninatlon. and
<br />other such ', 9 dal Mae.
<br />This product has been deslpned for we W tk and oukNe f HIM VolocRy ENr*ww Zone W-M.
<br />Respectfully.
<br />•f'4 T[yy
<br />Frank Bernardo, PE
<br />ENONEERING ftNUMO
<br />MPE004044I Con Auth. 9885
<br />260 SW 12'" AVONUS SUITS 106, Dfiflmao BEACH, noittDA 33442
<br />(954) 334-0660 1 (866) 396-9999
<br />TeANOEN6tNtfRlNsENPRtss.Co"
<br />ENelNfap7NGEK►pefS.COM
<br />INSTALLATION
<br />INTO
<br />DETAILS FOR
<br />POURED CONCRETE, CONCRETE
<br />��j��NI�E1Era*ED
<br />OONCNfl6 NACN
<br />fwoLom
<br />SERIES 2000 E-2
<br />BLOCK
<br />HANG STORM PANEL
<br />AND WOOD STRUCTURES
<br />,.�.,
<br />C
<br />MICHdIT• O.a
<br />t/4Y iAPCOIr
<br />IAT• HEX NEAR YEK
<br />R000 / •�
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<br />Ai1CNOR 1Y O.C.
<br />C ,-----�it R WINE a/•• PITON
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<br />ANCMa MY as
<br />ANCHOR
<br />POURED
<br />,
<br />� !,)
<br />• 12' O.C.
<br />a�.r' WOOD
<br />,. CONCRETE BLOCK
<br />___ _ y 1
<br />pEDUo1E0
<br />SCALE 3/8-1'
<br />SCALE 3/8-1'
<br />PN'ItNHN
<br />%AAA z
<br />Jim-
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. AS.O. DESIGN
<br />PRESSURE RATING +/- 40.0 P•*J. AND W-O' MAX
<br />MIN. PANEL LENGTH
<br />SHALL. BE 2'-6'
<br />a .4
<br />STATE
<br />fWMDA BUILDING CODE Velooft Nu one Zona
<br />am tifma Oa. ZA WOECALYANIZEO S1EEL STl11W PANELF.P.
<br />eR1•N er.
<br />! mR+/iY.
<br />IL 11C0Site. �"L P II" P111mu T$, LLC.
<br />PANEL LENGTH.
<br />FOR CONSTRUCTION: WOOD
<br />•.
<br />'-._"
<br />DIH*
<br />2. NEW WOOD FRAME
<br />MEMBERS TO R SOUTHERN PINE No 2. W/ SPECIFIC
<br />S�'•• •"Er,►
<br />li..Rl•�''i�,'�i'.-nraN
<br />.,]i,'«' PHOC.0i«71iiwAm (r.Mms-bra
<br />20-t7s
<br />DENSITY OF 0.55 OR EQUAL.
<br />N
<br />ch.~. -,i
<br />arwla r
<br />YxIP A w. rl
<br />lle,l N p N
<br />ALL AMERICAN SHUTTERS AND CLASS
<br />249a GALVANIZED'STEEL STORM PANELS (HVHZ & NON-HVHZ�
<br />WIDII, UNWMIT40
<br />1PERP. t0 PAN�90ANI�
<br />TOP MOUNr (cm TYP
<br />TYPE A6 FMO) BlCtigNei
<br />OMTONAL W-30 STITCH
<br />DOLTS YA TN WASHIMO
<br />BN f6 PASTq{® •
<br />O'NS115PAN (U6P
<br />APPROPRIATE SPAN TABLE)
<br />hog 196,
<br />I�
<br />BOTTDN MOUNT ♦ + ,,
<br />(tS1NN TYPE \ )
<br />--- r-- r I LOCATION MAY VARY I
<br />60TTOM MOUNT __l ��Tpg1n19ERDYF I
<br />TYPE Rs Qam Dbsi'.tlucnaN)
<br />FANVUS MAID BE NMCHED AS RiIwmeo. OPTIONAL ' 205TETCT
<br />pROV�DW TMAT CONNECTifY6 AND 40LTS Wr i'74 ERED
<br />ANc. HbR5,l(gF USED W'a ' SAT1SPy. WINO NUTS FAfi1 BD4
<br />SMSABWEa BELDW CMTRUCTMNi 4PRt■bPRtATESPMPW
<br />AN �l
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />W
<br />N17.9. Sr.6VATSON''
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURI?S:
<br />a5 NQT®IN DESIGN
<br />DpyRE�ySBIGN NOTES: sE2�ULESAND
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<br />9C AM %m SYS1IN B r9 P R c
<br />T THE
<br />B Ak C�QHGpAE_ SE LCHA6J%
<br />V ES'I]SNEREIpA'FO0.ANY
<br />EE f► AS a
<br />GENERAL NOTES;
<br />VBIT 88CALC.1f3Al648
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<br />TORT_ YxN' CCWT C. 3
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<br />A.,t- : vat, .A AaX ..1011 • 11
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<br />(�DA94" b9d• T- lmI rn. $ n tQvv^ 4 $ T G P.
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<br />Lvia" E.a3o' no Dfi' L_ its"� , oil L To his 2.Do0" j i{ �d
<br />U•TS " 10"I 't'• " ,$�pr 2s0• -4 2A00" -•.( 2',D00' G•- IYP.
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<br />u�k Ana �,:�«'".'�tlt aE : y.raXi x.1.1w -• •I ta'r �" MINIMUM ALLOWABLE SPAN SCHEDULE
<br />„�• . .� y!`1 ANCHOR SPACING SCHEDULE:
<br />.A •�• re• % M 1 n. r Y,1 1«Y w Nµ M. III. -f:" 4k
<br />TOP MOUNT 7_34 GAl16E aAnaR5; PANEL PASTENERS O 12.5' O:C. -
<br />2g
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<br />tPX i {I. SEPARATION SCHEDULE: T x1 f 1 aC•1 .r' .9 1z.5' 4;0GA '. i2, • 16. In ,R
<br />[ON fFPI
<br />I a o c4 n u t•i O a �GA
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<br />:ThA f., 1)�y`.i�.• MINIMUM STORM PANEL SEPARATION FROM 611ASf 000 p__..� {rl
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<br />y,.1rylyr• ( i 1. o rm SPAN SCHIDULES W"1H NNATI VE tA`17I«Na 1NSTAux" 2 IAANI In 1KAl" 41 3 5" f].Y; 3 S• 4" 2 ENTER saeouLt W19ED ON PANEL fAS7ENS0.1tPAClNO. 'THE 1%IaTENG STRUCTURE
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<br />D «rAir>+Rtlrt:,M►i 'W` 1 � N 6 }!' 0 ," a. ' IP.Afl ONM`SHUTTER ANO pSBLECT S)1AN0 jBR 'THAN ORSgUALTONCC.ATIYE OSSIGN
<br />IruL raavvA«Y SPAN. 510"9IA%EMII ACCWtA It M*USttt���ADA�A •�^ 9 tl""� si 2TI 1,WAILS
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<br />.ktr1 - rX•'n'k y:11'/TlM SPAN. 6 LOAUS Loss THAN
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<br />USE W17N l a'•"R 2`' a` >'• . SHEFT 2 POA.I"rP1M=TON A3!PAOPR211rf MWNTING OJFAI7(EJY (SA,E NIORINrIIIG (7E'TA4=SON
<br />rrxmwt'Ac •`a. N 1 n: t_�u,Y 1 POSITIVE LOAD54[SY INAN OR FQUAL TO •��' IF•1•rl-I/r rrnrn ,] 13.r' C 7i1• Y.3" 3L5' llrr"!,Y" s 4" 1Y.D A.e" Ab" SFIEE'F 2FOR.IQEMTFFttGTFpiOF MNNFG'f�ON TYPEY •��' O
<br />a N1l Nta•'T ^r, Nirl ,,. wT rq.'R NHa'ErIYf bFSEd11AADS. y Y"mr I'%t aafwAW NMI oft KN i•A 1Aomw 41 1:9' Its', CD• aJE• ,. 4° 4 ' 4 f.r 0•7" '.4.6," i 'PAWL hUT191tW ARE STUDS USFbIN tY1Wl1FIC1WN WITH A" MOHNrING EXTRUffhom
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<br />sa-xv v- x' .a• raL :LAX.' a sFn:.-r CONNECTION WITH ALL MOUNTING EXTRUSIONS wl r"NYr • wMrlAm IgN61Alr c ("P'-TPAIX. STUDDED AND¢E• ere) U6E B Yi' OC PANEL FASTENER SFW1�tyD TABU VALUES MR L�
<br />� ° _ (•P'•TaACK, STUDDED AMU. M). IDLE 6."' an ylsla• •11c E SI 4' 1 T' • e• 25" 10 4. BOP .7 4.i' i.0' ALL"H'• AND'U•-H!�'lID6a GNOJJP1 Nr, __CuT tONGt�tON�
<br />J s O,C, PANEL FASTE/E1 SMCTNG TAat! VALLiS FOR 0.7 ' aJ" 4 0` 2f' 4. " 4 ANCt%1RS Sh1•ll er INSTALIRD IN PDCORDMI� WIT I a1A,.' RECONNEMOATICAE.
<br />x $ •eJ All'H AND'U••HMDERs JWCLUDING BUILD OUT ¢ i h TFr I di h7owt ` 33 fat} 14 a 1 a' T a .O 4 i a' a" O' ST TiOtIOW OLOFYE F10•T STRUCTURE STALL CONPORH 70 ABM CtO Bj=t.Will
<br />CONDITIONS). ( $ g N11a0drsfDlw rrT 43 i. 1 •. A1. 1 5-. 1e, 12 e0^ .r jL2 b, MPDNUN fl16FDF"ENySAiLBSASAOT®IN ANCHOR SCHEDULE.
<br />]. LINSM INTERPOLA110N /erweEMr LOADS IS Yy m x t• ILrO0N1 aLRtw • r i y.LY T .i'" 7 Ma17MUM WR9DM&W AND EDGE Wa,TANCF ��1L1dx:3 STUCI;,U. POP
<br />1+RLC1(, AND O1YgR WALL.
<br />111 e.�•�' ACCO"ARM OTHERWISE USE NEXT HIGHER LOAD. fYYO w/ wa5le.m 6 r,f'6'� T F{i �:�' b2 lt'a" 2fA" s' .2" 13 9' i :0' t,l s.r' 1Y:5' f.0" 7.7' �4� '. RN&HLi. WALL FINISHES SNAL.La LIMTTEO'TD 1/�{' NAN>,R WMIaE YERE%aD'BY DTNlY4, To
<br />yT,I Inu .Yi,f «j,; ill •9Ci'.*ix.1+TM,. WINONVri 1DF'ac D.fi�i 1z b" iB ' 7.a• lz" LY' 3d C' 7 ' u L Ov a . n ADEQUATELY TagNf:PBK kG6051AT H06T afilULTURL.
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<br />•'� N'ub -.+• GLASS SEPARATION NOTES: E „ISL, d:8'� '� 4, WHERE ppXIBTS1t0 STRUCTURE is Wtlr10 FxAIaTw, EKf6Tlps caND71TONi MAY VAIN. F16LD a ll!
<br />vlv'1 •«v1r.+1•i•i. , i,•wNH I•In*A1F u 12 134" S.2^ i 6r2 V. •• e' 6 s.'Y' V VFNt'Y TH4TFASr,?1NERS ARE IMOAOEI'jUA7t+W0ODPRAFBNiM MEN[iEies. nor PLrWaoQ. FA6T7>twD
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<br />tot fi G11C H - ; `°, ' i Y tl i1 ruo n4 1 .4i 1. sm SPAII scmmx .! WET" POSITIVE DEsm LOAD TO owrommeme E' TD I'LTYI'0001$�ACC�TABLE GELY 1'OIE SmE CLORII{C PIECBfu p L
<br />"DYN1 .I. 5! 4•Sr' A' O e21" e. 7r5 - s7 e,a a ]3 U
<br />rTxx-� � TM• MINIMUM AEIOWABIa SEPARATION f110M THE OPENING TO BE PROTBCTBf. IM„f � K T 10. WHERC ANCNOAS FA6Tth TO N0.RFWG! fiLG•E OP 5T D FlNAdNO, FASTd1APR8HAkk BE LOCJ.IED M W
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<br />.�,.. 2. SCHEDULE 75 REQUIRED TOR USE WITH POSITIVE TOMS ONLY, z sT' V z• s• 13• az " ax^ .r' - a•
<br />.onaN IIOY/II IeOvr CENT[NIOF NDhaNAL Y K 1' MIN:1 WOOD STUD tif' F37GS D38;ANC176 ACCEPTABLE F�DR WOOD
<br />9 INTERPOLATION SITWEEN 10AO5 IS. ACCEPTABLE, OTHERWISE USE NBR HIGHER (cow a a. $ r PpAMl101T W.o0D 6TYD SHAff, "Sd1THERN :q+0, 9 OR ■ DEN57t1", Wq SCREW
<br />¢' K' '•N'Ak 9t1 a•3 rc-•Yr4, 4LR6"PAI: aR 9 $QQ,, r4
<br />LOAD. N'0'PI ■ a, sHA.U;, FMvF PVCU-EPS DAN N61D dl MBX I'BAD,
<br />. •' �' 1! n AA> gr1_v.+ c% r.H 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ISSINTIAL • T Lt. REMOVABLE ANCF10R5 ARE. DEWALT PAN Ur4ATE,.ALL.POWrS SW04W SWAM WSHaAS'-
<br />Nv:H-+ ,� P•'.rL7EAf L•� v nre.a u0'D I)2 MIy1MUM ENSIGEMCNT' OF T]IR6loI INTO THE Sam " � LIJ
<br />tad xur 1x11 v'f•,x •.n.,m•� FAmmes IN AsTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION _ 1, ry{•NN+aY ulewri AT L2. RIACIRNE'FCATjY9b BNRLL HAVE
<br />rCirtrya. w V- I" y'r �. ° 'm a t1: SCHEDULE 13 NOT RlQUtREO AND NO MINIMUM SEPARATION PROM THE f r15nn0 cNleTrfr YAOMO a TILL/ Trk ANCHOR AND MAY HAVE EITHER A PAN HUD TRYSS MEAD, UG WAFER NEED M4L_, ULNA.
<br />M 1Li'w:,w1 Ar'L� v+nnLTrA.•ia •�V'*r ,.. ,G��v� ((SS1I BBD0LLTT))
<br />u rrlrNau'A /N-r-'X6-Tnc'IY' Gk' .31.�.i vq{kAw aOLX 411 vNUr tayiN IN 411OIN11 20-31$43 f3. )dPONVM Bn®MEYi AND EDGF 0L6TI(NCE EFCU106'5 BTUCLU OROTFIER Ki ►INWMFS. %o••irsw�
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<br />o vL re"R1l R �W^r i e D Asia MnNy11oE wHIQ(ARF NOT aDCSPreBIE uRFS.
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<br />!T w: Pal V.L �r571' ���;P7 1 • ° ", . • i lf. UNE.RR INTERPdJATiDN 6 NOT PERMITTED FOR US! WITH THE M CINCIR 3019DNIB W*TmxDN Q
<br />, aakYr3� l L! OPTIONAL EGRESS PANEL DETAIL
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<br />i lrA'J: T IIA�I �Y\Y, n114A1W1x"Ix+yl L t.1r,Y r'l0 ONAL INTERIOR FA5'fENING DETAILz INTrBIOR PASTENrPw d - z
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