|
ANC710RS (SEE SECn0N5 ON SEEM 17, 18. 19 a.:20)_
<br />3'3' VAX. 3�/it, aAh7, SA/NA 3dj1t. ,Bff7, a9/tA 3• VAX.
<br />�1^ M91 ear/tA 7Aw/79 k !Aw/26 68wjSA 761Ijir a 66wf Y MR.
<br />D.m.dt /
<br />Ey ( (} 0 0 0 0 C
<br />in
<br />PAM)L �� Paai i f eF3N�AR {j1 [ 1
<br />wm
<br />- .�.
<br />s
<br />A { 3 # +f `!At°A___.A
<br />I _ Amm LENGTH
<br />SCHEDULE).
<br />{{ I if
<br />[ a--wN: NF AT lafT «reax
<br />MAX. SA%#7, W17. u/+A 3a%i7. rg/it, 6B/1A 3•
<br />aMa/1A 7AWl19 k 6Aw/20 ✓�M lawft9. 7Ba1l19 k.NNr/2C MIN.
<br />(1' M91. t' w.
<br />------ -ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 de 20)
<br />OPTIONJ2 FOR LIFE SAFETY STORM PANEL ELEVATION
<br />�y SCALE3/16•-1- 1/r iam Pw
<br />-® 2SW 1af+E'9 UTE SaFEIY �i 'Li
<br />TION A -A
<br />SOME 3/16•-r
<br />MAXIMUM A.S.0, DESIGN._PRE53URE MI NG (ice.#_) ANDNo, 44167
<br />RRESPON0180 MAXIMUM PANEL LENGTH %!! SCHEDULE
<br />5*� * i*x
<br />FLORIDA BUILDING CODE Ht h Va Nurricane Zana
<br />shp� FC{)RtDk,;'�� a Tcroc9. e+a 2D GAGE GALVANIZED STEEL STORM PAWL �,Pr ft
<br />��.. \
<br />a t�"-�- GLOBAL PROTECTION PRMICTs. I.I.C.
<br />a'F' 1 I C C LNa. "m x9, at STROD
<br />] xk erw aa.Y. PHONE: (paa)#ae�M-i•S VAX. ('ffi,)"o-ata7 20-i78
<br />cA-bg0a7ra r am..ae". as bNwrrm Ns
<br />PE R4LTAR A «n P£ 4a. 'N ] UM to W. m
<br />MAXIA4U\t A.S.D. Ma*• PANEL LENGTH MINIMUM
<br />DESIGN PRESSURE
<br />WALL
<br />L (ttj
<br />SEPARATION
<br />PANEL
<br />RATING (p.e,tJ
<br />(SEE SECTIONS)
<br />TO GLASS
<br />C(t!ffiIT10P!
<br />+SS_O, -72.0
<br />$•-9"
<br />2 3/4•
<br />UNBOLTED
<br />2.00a'
<br />�oJ
<br />SCALE 3j8`.1" SCALE
<br />1lOT5:
<br />1. 115IALUTgP6 ARE 07#Y 1V+lW MR BIAlDRi03 SRSFT ASb.I»# UM105
<br />UP TO rSS,S. -7Z0 P5: AND PANEL'S LENGTH UP ta+ to e`-8'.
<br />2. Ftxt NEW w000 iR7AiE »k wooD LEOIeER. To BE
<br />SOtflHERN
<br />P9ff.' NO. 2. W/ SPECIFIC DEi6RY OF OJSB OR EOiML
<br />PN,FL'S END UP
<br />w/ HiiMliD EDGE.
<br />ROUNDED CORNER � ENDS OF PANEL'S
<br />END UP Wj HDaMED EDGE.
<br />(N ss}
<br />Tt• LONG
<br />8083-TSAtum. ALLOY
<br />725'
<br />ISOMMIC MEN DETAIL A
<br />z.oDD'
<br />t25' ,789"
<br />V "�L;�AIEK
<br />CODE
<br />MINEEmm
<br />#23"
<br />tam'
<br />i i 'L123`
<br />I
<br />Q 3�xs'"((�+). /.��M. TINGLE'.
<br />INSTALLATION
<br />COR
<br />f stair To
<br />it
<br />8 if
<br />TAPCON OMER
<br />WASHM
<br />ANCHORS
<br />DETAIL F0�' OPTION FOR LifE SAFETY ST M PANI<L SYSTEM
<br />II�.TB EXISTING ,POURED
<br />OR CONCRETE BLOCK STRUCTUR S
<br />._ -�+' TAPOON ANClMRS �i" TAPCON ANCI101N 1 +' TJPCa1t ANCFpRB 4' TAPCON NICHORS
<br />f i a0. ( 09 O,C. C O.C.
<br />POtAtED 117NCREF� I -� POUWElSCWEtE. i P041ftED COfd01� PPUWEO OONCWETE
<br />BLOCK REWIRED r 1 �K. gEAtWWED .f. �M� € � WS�aCi�c RE 0 .f
<br />u '
<br />! ' MMlruu AVr a
<br />ED.+ � I
<br />s ,, ,1/2' _= 1/a ►-.2oa3/,`s.2. ees. Wj ,^0-20.3�+•s.s. ras, w!
<br />�i/T Ch3/32' wWAi NUT wASPRR I I 32 wMG Nut
<br />�r,�7 e'P a.3l32" WR#. NUT � 7 ' 3/32• watt � �... +�
<br />eR rp f2 1/2• D,�, � � � wisHeR (xw) { ,,�
<br />1 4 TAreaN ANCHDNs r i 4 rAPcor) ANCNaRS
<br />o s ilz• a.c. ( _._� tj2' a,c � s tjx' D.C.
<br />1x7NT�t(� � �) t a�il'WED CONCRETE wj �) caWCWr'sE
<br />as caNaRLYE BLOCK OR CONCRETE �OE]t aR � INOCtc "-•r°
<br />�(ImlIjING )NSTALLATIDN VW WALL R �isriue'naa YrrL, u� REQUIRED 1 •noN WALL uouwrtt�cs 'r�r�x
<br />e R€S3� �€L a u��.'�� b tzFN.a �:u_r, l.lJ.&�_�,•�.
<br />STYLE 3/0•-1` SCALE 3lB"-r' $cA7.E 3ja'=i" - €�aE 3/>'�'«"
<br />a"�1#H#NitNAVMe
<br />R p Tll.�jj.
<br />���y�;:�CEtrSF�.:�`� WAS � FLORIDA BUILDING CEDE )D h Velocity Ntaerfcans Zoned
<br />2(I GAGE GALVANIZED STEEL STORM PANEL Fr.
<br />4
<br />DRAIN of;
<br />�--� GLOBAL PROTECTION PRODtlCTSa 11.C. 07 ode
<br />tNt. Sena ar: 31 tmEer
<br />«�:. ""M"1W .:. R>tf-aata:.nua (ae+)SaS-er97 2D-t 96
<br />t, itia - Pcm ax as .p..w eenww. 11RAMNO wm.
<br />NN ,, aFA4NTONNIt4tEj`+11TE. Wk... i A^�a®77JSu; P.I?. a.
<br />.:. � ¢MeIT 17 OF 26.
<br />STRUCTURESWOOD
<br />HEADER
<br />REQUIRED
<br />ow too mONCE sowmmmm
<br />PIKE
<br />aLE miEEY tpk k# #� ANGINiWi TYPE «
<br />aPACANG FDRe1T6TNiAY14dlt atm WOOD
<br />x9a1aR TTra
<br />1/+•.
<br />VPaN,
<br />INSTALLATION DETAILS fQN OPIIQL� 2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD
<br />1/+'0 TAPCON �q 6' O.C. -. 1/+"e TAPCON O 8'O:C.
<br />HEADER7nIXa Ai 1Y0 ""
<br />t
<br />1 gc
<br />6'f700 OiFAOEn � '�� iV000 HEADER
<br />REOWTEED t °.
<br />1
<br />ro +A:
<br />�
<br />i
<br />W Aiss� 7' Maz. !)1A55 1• Mm.
<br />' PAN4 LE716TH - PANEL LENGTH
<br />ON - 4st:E eA?E 7 eE1,GvC tj,•rzDaL• I (STHREAM AT EE NOTE t BELOW)
<br />CLASS7s�fs, us. w
<br />' Al
<br />'
<br />1
<br />i 4
<br />i
<br />2.*a. w06O 8'e x 3/32"-WmaG NUT 31s1' WIND mTt
<br />R��O. 4 41 # WASHER o e tj+• ac. ; !t � WASHFn a leLYar�1)
<br />i14-1D PNhiWTf /1a-lD PMffLWIE � `^ I " [ •
<br />O B 1 j4" D.C. wJ7 8 ( 0 6 t f4' a.C. W i 7
<br />MM.MiDVrAni DFBE TiDN � t ' \ A MtDW
<br />WA I 11f01!)NT)HG )tf4TA T `Tr�DN �wAt NTIN INST I L iT)ONI
<br />At TT19eso1'r}yfC �iW ;yML1tHNINt 31it7+la.�Afii rr. '3eta:.._
<br />b REGiJLAR RANEL '� Th R Td>(( �� �. ►�u►nY,F 88WEAMLL
<br />'Sreic 3j8•ffit' ��=•'�GENSF •>✓�A s, SCALE 3/9 i FLORIDA BUILDING, CODE (High YaIDcItV..elulTfcana Zona
<br />!� s �O $$1MDBAIL 67 BEd atEca Pe 20 GAGE GALVANIZED STEEL STOW PANEL oroiw en
<br />t. INSTALLATIONS AlIE ONLY VALID FOR BUILDINGS WIT" A.S.D. OESKNt iCA4QS �
<br />UP TO +553, -72.0 PSF AND PANEL`S LENGTH LIP 70 e'-9",
<br />� .o •.. ATE •'�/' g y� A PROTECTION PRciiiucTs, us. 9aE:
<br />2. FOR NEW WOOD fPJJAE OOIATRDCtIDNs WOOD MEMBERS TO RE SOUTHERN •Q a ■ � L !► V litG. ,,gyp slr, el s1P3iT
<br />2G-i78
<br />PINE NO. 2 W/ SPEGi7C DENSITY OF O.SS OR EOLOAL- y .R`''• aNAF, FL 7]],4
<br />� {,�, ,.-.•.• �..a,�,>n a. xa a�u++ n aara PeAk�. (Sa,)eN-Y6u, F,a: tess}ear-4aa'T
<br />t4 ♦ m-,D9n . # v j sH-nm a« aul.r exww. f10RNlo No'
<br />�f'w�NEa ON1N ifatTe RALtFa A#8lJT��„ Ra, w
<br />akmY to � sa
<br />3'/24 M eOP#E : 90aq
<br />1 • j2{ � r 4'/24�• !'o IEEE NmE z acorn
<br />a wAa [tR (t� Hill
<br />[ [[ t[wrE[RII ( d � 1� z a . 9ELor
<br />�:O W/ � W � 5>� 3EDaWu aN s1RET sa
<br />`�ai9w /0INTO @ t VSi PIAtEt {}j TO BE MI6TALLED AT E7
<br />°tw"1rikS'Fwi1ACSI�irA�TE
<br />.. #' tNi'EftpEH TD O3E INSTALLEDFWE+L
<br />yGaLL 3/32'r f INSIDE OF STRUCTURE.
<br />,/r M+a. CAP - y1f4' Sea. GAP
<br />alE�i!!.� .10� Y aA�•A,
<br />(1), nE �uETBE'8 2DD0; E - 2 PIANO STORM PAtap. SYSTEM CONSISTING OF PANEL +
<br />CPaL TNAYSE^ TOp I# BOTTOM.
<br />(2). ! PANELS SHN.L ALWAYS BE CaONECTED TO BOTTOM TRACK OTNf:7lWI5E A STOP BAR
<br />(SJ SiW.L BE �PNOVIbED AT TOP OF SUCH PA1015.
<br />(3). ff EtiD PANELS !� CONNECTEII TO @O3TOM tRACk. CONNECTION SkMt.I, CONSIST 0€
<br />#!•'e J-20>4T/<' M.S. W/ 7/8Yk3f82° k�Vi NUT OR T/raa3/a` Wry THUMBSCREW
<br />E FLAT €VAK.Y:S OF END PANEL. €ISiFNERS MAY BE AT EITHER # TWO
<br />(+). 1N � THAT END PANELS ARE NOT CONPiECTED TO BOTTOM tWapt {I.c, A STOP BAR
<br />N ONLY 1.5m AT TOP) RT LEASt 7W0 PANELS SRA4L DE CaeNE.CTEb TO BDTTaA TRACK
<br />l�9JG SPECS ENDICATE#) ON NOTE (3) ABOVE. 3N SUCH .CASE. ODNA'ECTASI OF PANAS
<br />?0 BOYi03A TRACK MAY CUR AT ANY PANEL IOCJ,TpAI.
<br />(5). SEE SECTION 1: 3' fie ,' ON 'SHEET 24. SEE ANCHOR SCHEDULE LVP SHF.Ei 25: ......,,
<br />Mom: 2 /24 ` t•f24 /' 4 tea. P�AFp2�, ((9E NaTE S 8E1flN)
<br />AWL. C➢1/WE,E ANC4aPa 4T19.3� 3` Mox.
<br />f3EE a7fO45.E at m1LYT ffi) -'irt 7' Z.
<br />aD z •L•
<br />+ iRT.OR iAll
<br />OSHALL BE Is WING Mt., ACTIED ON
<br />ON CAM WHIEN END PANELS ARE
<br />11 TES. ON BE IND r
<br />LOW
<br />All*" fft
<br />SVIMZ
<br />IV
<br />A'yT� � a� 1/T , 1fY AT rAMEl4
<br />MIEWIOR PANDS:. ,tr O
<br />s lAST PAMLT._ ({) TO $ RffiPALL€D AT FAG}
<br />OPE19N6 9NLL uwAYS � pRaYOED w/
<br />AFAR IMHi11E 7a FACN.IfAtE RtiiTA[tAT10ti
<br />� r�9uaro ��piSTAutD Ft�M
<br />y-=f,• Ynr. DPF 1„•.Nnw GAP,
<br />1
<br />� P+uua`°r�t'ro"
<br />LOU ' • I-
<br />(1), t7FFMtirt#P1
<br />cr,ius inns: E RILING STOFW � TTfMPdTS AT �k F+Wtlk�Ui LPL tPANEL 5
<br />+
<br />�kT BOTTOM W! P#IDAWTEA
<br />(2). ENO PANELS . ALWAYS BE CONNECTED 70 SILL WALL BY MEANS �.
<br />DESCRIBED fi� �(wj4!-2D/,7/s(;Px�°� �.,t PANELS
<br />(3) ��iTOM BlJ! END PAWLS PAT�dS ARE NOT (`A�7N1ECiF4 TO jEi6}fOM 7RAG(�7ST(� Li4R
<br />(pJ SFtAL1 BE PR4'ADED AT TOP OF SUCH PNV€1,5.
<br />{,}. FOR B6TALLA7xXtS WHEN END PANELS AOYO SOME NflERgR PMEL,S ARE IxRECILY
<br />MNY BE USED SOINRY WLLtR�K� � � E4EWATIaI�MD
<br />WJJ TWO PANELMATES TO NO
<br />M1R. EDGE DtS)'ANCE, FOR THIS 1NtEPoCat P+W4_ USED JO Y w
<br />NOT NLYb TO LbHNEGTEO AMR, ANY MEANS. TRACK '.� INSTALLED
<br />y',�iy TOSff R o EAIpr,A�S AWED B1' LEFT de RICPTT SIeIE 4)F PANEL} r.A§F
<br />tf.. _i3Il •:..�
<br />SEE SHE@T 79 k 29 FOR ANCIM TYPE &
<br />--.
<br />SPAaNG iDR p16TA0A1AM0 INTO :'�
<br />fen, AeagA 8N1Cp1P MS
<br />feMpgM.A SPACINGS NO taNMUM
<br />LaOi [SSTNLC6 ARE idaC.ATEO OI, 7}Ba
<br />ammxBlua hneb.w)
<br />]
<br />3
<br />ROiWAE FOR FS. LLS THAN tWIU1ED ON
<br />sclrfiDut RmISE aPAaNG rW
<br />feA.1lPlYwO 9PAt:H6 mean+ ON 9u#Dut
<br />/taaaW
<br />ABRri. W � C099IRA
<br />t'>Mk19R
<br />BY THE TTx10ea0 FADmIs: T� TH5
<br />a>EM71at ro 9E POY�S,
<br />_
<br />OaTA91Fa USING FACTOR 3iN11 NOT-
<br />[1£. LESS iHN4 LwWePA 9PA6�iH eOIOAtEa
<br />FOR CN], ANagR TYPE ON T48a SDiEaut
<br />im
<br />,.,._.._
<br />3,
<br />AFAIFpA! VA! Nt E-2 ►IA116 PAttEL. _�_'_rT=�
<br />1. E-Z FNNO STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D-) HAS BEEN VER9'ED FOR COMPLIANCE IN
<br />ACCORDANCE wRN THE 2020 (7th EDITION) 4F THE FLORIDA BURDINC CODE.
<br />DESIGN WIND IGADS. SHALL BE OETERM191E0 AS PER SECTION 1620 OF THE A80VE MENTIONED CODE,
<br />FOR A wtAm SPEED AS REWIRED i3,' THE JtBtASDIGlION WHERE THESE SFRI7TER2 WILL 1'B: INSTALLED Mp
<br />FORA 7-18 AN OIRECTtOtiALItY FACTOR Kdd0.8S. USR't6 ASOE D SHALL. NOT
<br />EXCEED TFiE MA7DMUM (A5,O.)
<br />DESIGN PRESSURE RATaKr5 INDICATED ON SHEETS 25 k 26.
<br />IN ORDER TO VERIFY THE ABLNE CONDITION, IAnMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />SHALL BE FIRST REDUCED TO AS.D. OE5ER, 1wNT7 LOADS BY MULTIPLYING THEM BY O.# IN ORDER TO
<br />TO COMPARE THESE W/ MAx. (AS.0) DESIGN PRESSURE RATINGS INDICATED ON sti!-EFS 25 k 26.
<br />W ORDER TO VERIFY TltAT COMPONENTS AND ANCOif'7R.5 ON INS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33E INCRFA4£
<br />9, ALLOWABLE STRESS FOR IYWD IiDADS WAS 1YDL USED IN THEIR ANALYSE, FASTENERS SPACING TO WOOD HAS .BEEN
<br />DETERMINED R1 ACCORDANCE WITH N.O.S. 2015.
<br />STORM PANL1.'S ADEQUACY FOR IMPACT AND FATIGUE RESSTANCE HAS liEP3t VERIFIED IN ACCORDANCE WITH SECTION 1e28 OF
<br />THE A&OVE MENiRHItEp. CODE AS PER iEEtESTRATKhtl TESTING LABORATORY. 7NC, REPORT / 2032, AS PROTOCOLS TAS-201,
<br />TAS-202 AND TAS-2D3,
<br />2. THIS SYSTEM HAS BMW GL'SIONED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE
<br />INSIDE W!a THE USE OF A LADDER 4R LWT. THIS APPLICATION IS VALID WHEN a+STALYAnON IS INTENDED TO BE PERFORMED
<br />FROM THE INSIDE a' S7IEUCTURE.
<br />3. SERIES ,DOLL NYS'tA4SlRION IS APPLICABLE 7O BINDLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION 15 REQUIRED TO BE
<br />PERFORMED FROM THE RL51DE OF STRUCTURE.
<br />+. SERIES 2060 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE NtMG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN
<br />INSTALLATION IS REOUOREA TO BE PERFORMED FROM THE aT510E OF STRLiCil1RE.
<br />5. ALL ALUMINUM EY.TRIS�lS TO BE 808l-F6 NAM AND AND TEMPER. (UNLESS OTHERWISE NOTED)
<br />61
<br />ILL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3103-H14 ALLOY.
<br />71. ALL STEEL SHEEf METAL.. PANELS SPV0.1. HAVE STRUCTL?RAI, OU,AUTY STEEL, AM A 653 QRADE 50 Min.. GALYANFGED STEEL
<br />DESIGNATION W/Fyi DB:S kei (AFTER ROLLED)
<br />A ALL SCREWS TO � STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEM AS PER DIN
<br />SW18 Wj SD Ent tt£3D. STRENGTH AND 90 A3i TENSILE STRENGTH k SHALL (AMPLY w/ FLORIDA BUILDING CODE SECTION 2411.3.3.4.
<br />9. BOLTS TO � AStM A-307 GALVANIZED STEEL, OR Jd51 304 SERIES STAINLESS STEEL, WITH 38 ksi MINIMUM Yff1p STRENGTH.
<br />70. ANCHORS TO 4NJ.1. STWl BE AS FOLLOWS:
<br />(A) TO bfLSnFdG POL�COPK'REia'•
<br />- 1/4"a 7APCDN MCI^Iat5 A5 MMUFAClLORED B1' LT.W, BLALOEx. INC. (MIN, t't>3,92 P-a.tJ
<br />- t!A" a x 718• CALK -EN ANCHORS. AS MANUFACTURED BY DEwAI:T INC, (Mtly: 1'C-3DaD a.a.l.)
<br />- /14-10 PANELMAT£ FEMALE to k PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS,
<br />At) M,MMUY EANEWIEM OF TAPixJN ANCHORS INTO POURED CONCRETE SHALL tiE 1 3/4' AND 2' FOR PANELMATE
<br />FfMN.E eb k PANELIVITE. PllIS.
<br />A2) MINIMUM EMBEDMENT' OF #/4 0 x 7j8` CALK -IN ANCHORS SHALL BE IS 7J6` INTO. CONCRETE. NO EMBEDMENT INTO
<br />ANY FTONSI, MATERIAL SONLL �. PERMITTED.
<br />1 /4' r-20 SS SIOLIYNK BOLTS USED SHALL BE LONG ENOUDH(SHOUI.p ANY FINISH MATEPoN. Dan To TO ENLACE 3/4"
<br />q,TO ANCHORS.
<br />0.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS 8E FOUND ON THE E70571NO WALL OR
<br />FLOOR, ANCHORS SHALL BE LONG ENDLx3fi TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SFIALL
<br />� AS MEAR7NED 7N A.1) AND 9, A,2).
<br />- 1/4' a TApCUN. ANCHORS AS Wf7UF$CTFpiEO BY I.T.W. BIaLDETL INC.
<br />- 1/4" a % 7/8. CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (Fm.1500 p.a,IJ
<br />- #ti-lO PANEiJNTE FEMALE Po AND PANFiMATE PLUS ANCHORS, AS MANUFACTURED BY ElO:O CONSTRUCTION
<br />PRODUCTS {Fln=207, p.n.t)
<br />FOR W.
<br />WWAM
<br />,oro
<br />� 2
<br />WALL AND DIgECT 11b11it'F!?i�a INST,
<br />WALL 1�NT)NG TNST..
<br />S€CTION 1'
<br />O
<br />9CME 3 t`
<br />SCALE 3/T�8y.�,•
<br />-iLEe.�t�aA $
<br />t
<br />OImL.1
<br />NaME lPEpFG11aY8 iOd1lEa�aS FaR
<br />E G" R� w � � � �U�jSlE7A6lT�B(0j�1I'afaPM,eW a{YQ�OJIWAS
<br />SWLS RSfAt9YF'E �� 2i�
<br />O
<br />--,--� �
<br />S9P « ammo � CAN BE
<br />IN ANY ten ro tiRf AM
<br />�"iAll i
<br />E.0. , EGM PBEYSi
<br />SCR:E: 1/r . r Y1E+x�i
<br />�k
<br />ti.t) Ma111KlY EMBEDMENT OF TAPCON ANCHORS AND PANf3MA7E FEMALE Po k PAhtL1MATE PLUS LN70 CONCRETE
<br />BLOC% St1Atl. � # 7/,".
<br />B.z) MINIMUM ENBEAMEHTtj,'e x 7/6` CW1L-IN ANCHC,TS SHALL BE 15 7/8` RTTO CONCRETE
<br />NO EMBELMIENT BdTU ANt FiklISH MATERLN: SHAF,L BE PERMDTED.
<br />1/4' 0-20 SS SAE1YNUR BOLTS USED SHALL ANCHORS SHALL � LONG ENOUGH(SHWIfl ANY FINISH MATETBAI'ixi5T) 10
<br />ENGAGE 3/4" 1a170 AtK+HDRS.
<br />8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE ExISRNG WALL
<br />ANCHORS 5HACLTaE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEPDTTD SUCH PANELS. ANCHORAGE
<br />SIEALL � AS MENTIONED IN AI) AND W 8.2}.
<br />(C) �UF. BE INSTALLED FOLLOWING ALL � THE RECOMMENDATIONS MO SPECIFICATIONS OF THE MCtiOK'5
<br />1t. R SHALCONTACT L BE THE RFBRItt OF THE CONTRACTOR TO VERIFY 1HE SOUNDNESS OF THE 5TRUC)IJRE WHERE SHUTTER
<br />IS 7O BE ATTACHED TO Ra`SUWE PROPER ANCHORAGE» THIS SHUTTER SHALL ONLY BE ATTM2-lED TO CONOREIE, DLOCiE
<br />OR WOOD FRAME BUILDINGS,
<br />12. THE INStALIATKAN CONTRACTOR IS TO BEN.jCAUUt ALL, SHVTYER. COha'ONENT EDGES WHICH REBtNN 9V CLNOTMILOOTIS.
<br />WITH THE BUfLO1NG TO. PREVENT WIND%RJJN lNitOISAN. CAULK AND SEAL SHUTTER 1nAd:K5 ALL MOUND SlOid.
<br />/3. STORM PANEL tN5TAd1A'ttON SItALL COMPLY WITH SPECS R,DICATED IN THIS DRAWING PLUS ANY BUILDWC AND ZONING
<br />REGULATIONS PROVIDED tTt' THE JURISDICTION WHERE PERMIT IS APPLIED 7D.
<br />#+. ATRa1M W'W08Y72 AND DOORS, INC. E - Z HANG STORM PANEL SY5TtD/'• IS FM1ET(T PEt109i0.
<br />to (a) THIS PRODUCT EVM.LdATIpN WCWMEM (P.ED.) PREPARED BY THIS ENGINEER N GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR SITE SPEaFlC PRO;tECT; i.4. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
<br />(ti) CONTRACTOR t0 BE RESPONSIBLE FOR THE SELIX.i1flN, PURCHASE AND INSTALLATION SNCLUDINC LIFE SAFELY OF
<br />THIS PRODUCT BASED ON THIS P£,D. PROVIDED P1E%SIlE OG13 NOT DEVIATE FROM THE CONDITIONS DETAOLEO. ON
<br />THIS DOCUMENT, CONSTRUCTION SAFETY AT St{E IS THE Ctkl'TRAOTOR'5 RESPaNJtTfLRY.
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSWEREU INVALID IF MODIFIED.
<br />(d) SITE SPECIFIC PROJECTS SHALL 8E PREPARED B1' A FLORA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />BECOME THE tT«atff£R � RECORD (E.O.R.} FOR THE PROJECT AND WHO WILL � RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E:O. €NGmEFRR OF RECatD. ACtIPKi AS A DELEGAT
<br />ENdNEtR TO THE RED. ENGINEER, 5HAL1.
<br />SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWRIGS FOR RENEW.
<br />(a) THIS P.E.D. StiAL,L BEAR THE DATE AND OPoOiNAI, SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />RECORD THAT PREPARED R,
<br />1e. STORM PANEL MANUFACTURER'S LABEL. SHALL 8f LOCATED ON A READILY VtSIFAE LOCATION AT 'STORM PANEL IN
<br />ACCORDANCE WITH SECnDN 1749.9.3 OF FLORIDA BUILDING CODE: ONE LABEL. SHALL BE PLACED FOR EVERY OPENiNO.
<br />LABELING TO COMPLY WITH SECTION 1709,9.2 QF "Oif FLORfDA BUILDING CODE
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<br />SHEET N0.
<br />SH 1.2
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