|
III ...II
<br />- i,adr�i+.-nJ..� - i s -
<br />EGTtON A --A
<br />•.. .• S .. ,. �: _...A .fie i
<br />MAXIMUM A.S.D.
<br />RESIGN PRESSURE '-
<br />Max. PANEL LENGTH
<br />L Oft")
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p s C)
<br />(SEE SECTIONS).
<br />TO GLASS-
<br />CONDITION
<br />#55,0, -72.0
<br />V-6"
<br />2 3/4-
<br />UNBOLTED
<br />INSTALLATION DETAILS FOR OE11ON #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />1 ffk_E=1NG WOOD STRU9j!JRES
<br />T .:.___. Ar
<br />L_ t
<br />q
<br />-
<br />wCpp iWAI}ER f' """• I:EADER
<br />".'7EEOu wC �t�RAOER �mow' WOWt t
<br />,,.,, �, ...r•. ; :� 'J; 'FLOC
<br />t 4'f 'fAPGON. a d" D.C.�J . ^f d' 1 4 b CAC, 1 Aii i d' O.C. t d s' a IAPCOPI TAPCtRA TAPCON JY O:C.
<br />`t t � M 1 ` t ' � /3 RL T OODDED -T,' 1 IMi. WOOD ED 1 2 YIA 7T01FACE0 um.
<br />�: / '°+ IiNE1RATKXI AT 1Wt� e P�iwmoN As WOOD � � t t } � /t i/2' iHAP�D
<br />5 t FE71fiRATItlN AT W000
<br />a I PEIIEIR,ATNIN a Ri10A
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<br />"At LOW" am TEENt y I PANG. L _. � '�tAF • ... � '
<br />(BEEF NITRE 1 mom i PANEL LD4GTIi i Nom 1. BELOW) ! E LENGTH
<br />f%WTNVrr ' aI i PANEL }I BELL
<br />W. ar , , I ,_ .� .--.. (SEE. NID(E ,. SELOWj D051SID Wry , � ` (SEE NOTE / 9i1.
<br />IitAAS SASS _-
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<br />MN. 'MID.C:1V TIIR£A1 it3 I ,
<br />3 OED
<br />rE � IPElA:TRATON AT -yY
<br />T ' IMONECTH IW PLATE[S +
<br />i
<br />I
<br />r 3
<br />d"
<br />. 9
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<br />t/4'a 2ir sJ'4 •s a1S wt _ v t 4's-z 4ss. +is w
<br />CONT. CONT. ti ._/ !
<br />i - ✓ W WING NUT W3/
<br />'{ ,. {' 'I 7 • Wa1D tA)T I 4:. 3 32' WINO :.%e r32' T Ttd'srr3/33` WttA Ten
<br />} KBHER 0121 C.C: ,1, I ' ?JJa / ( WISHER a 1R 41 ox- f i wAdR#iG (dETDNa)
<br />ti I i ;1 T(U't SYASFiER (SEYONJd) y I 4 1 1 4'6 TN'OON 0 e' D.C, j i'
<br />{ {t}. / } -
<br /><.' i 4"P 7APCON' 0 VIAI % V'- I _ 1 4* TAPOON a !' IOC., 4 t {, T.'�fi/!i 1' $' Ai#±; FNWEWE`e ;•: {{ ?t
<br />SiA6GF'tlfD W/ STD) 1 r { I ADR7tWED W/ Ttw7 T Yq % iAF2gr AI" At
<br />IN MIDNIIOYH 1 ` } t
<br />1/2' MR. i i ' [ hf PtAtF
<br />OF PLATE i {I Of PLATE "i i "WOOD PLATE i 1w PLATE
<br />WOOD PLATE {YACOD PLATE
<br />i1RED RED ��aL tdG�lt1�7L���+tJ� WALL ►•hula R
<br />ibALilN7tNii INSTALLATitIN TERNATtvE 7Aw o REGULAR PANEL ,9LT1
<br />SCALE 31e.l* IL LIFE SAFM PANEL
<br />'SCALE 3/8--t"
<br />SCALE 3/U <,' SfsLE 3/d` 1" Y►t(/j�9
<br />' G3 FLo eu
<br />Y � R1DA ILDING 000E Hi Yaloc NurritroTa ZcFta
<br />a&'t+15 DAL.. FOR BUILDINGS VVR4 A5,0. DFSaW WARG r6NA5 ARE VAUIC
<br />ALP To , m o PEF AtH1 PANELS LENGTH Ta s s tlLiEen 7Z aTH � .. COOTS , ac.
<br />Na= d ; * _ 20 CAGE GALS t( IZED STEEL stoRw PANEL DMANAN an
<br />2. FOR NEW , W/ FRASPECIFIC
<br />C DENSITY
<br />ofF. m O MEMIE.RS'70 BE SWMFAN q
<br />Fall No, 2, W/ sPEGF G oFAlsnr of Dss Da FA1 N3 'Aw-
<br />a SS + GLOBAL PR4iECT1QN tNiOoItCTS, U.C. *Y-OT£
<br />S' �'• Y'7. ! :. 1 �a i. �ls o TNc,s, s71te�F
<br />All +PmiAn`NN,a. PHOMI Fftt(16i -00-1 20-176
<br />arrylJ rMA00lTis wcr Nan ,s.r ae . 11z
<br />1/ !. - P,E §rbJ91WNYL4r10tTE aYAtiTFa A ,k.. P.£ m n-rNr.
<br />TRtt n # 26
<br />C s
<br />(SCALE I/2„1 ").
<br />'r---.-225D''
<br />j , r .
<br />s '
<br />for IOM- TAW. THICK HpEME¢;d^' 350tl°' 22A$' I 2-TOO"
<br />B�gS7'
<br />F' 24MMZED am EGG€ 3 .Ag• � i L
<br />7' a TYP. t A�STM A-03 J (y.1 f ,
<br />DMADE + '
<br />50 MPdML i MAX Ar
<br />EDGE,19FTAIL
<br />A - °. 4d.B' D-6D WLY;
<br />.�'-2.478^•--j ''Pso.
<br />(D,MRM EMEL z.aTu'
<br />REVERSED " h" TRACK CtQfj= 'U" TR CK
<br />�
<br />PANELS am UP~I� - -
<br />W/ "EmmEO COCK.`'' =- J �T$O•r
<br />D:Gd^ als
<br />! CtAy f
<br />ISOMETRIC VIEW DETAIL A 2.D xi•
<br />ROUNDED CORNER O ENDS OF PANEL'S J -.
<br />:END LIP W/ HEMMED EDGE.
<br />(N.T.S) L-. .,,„..J (,-.. .125,
<br />'^2&1D0J
<br />i';IP•) s..-_�_.._.._/.----'"17LMakYf`'i�(ry'
<br />��_�_��v-.
<br />"_MM®Wt��t:/dSYNt,iDtot]ILL^
<br />I T/a WIDE
<br />awl -is Alum. AUOY
<br />YNIAAj�
<br />T§D' .ass' Rro•) �� � '•.`4
<br />4416 TTARIpA BUILDING- CODE • Hi N VIeloolly Nu as Zone)
<br />'{ --- Ts°"�
<br />:Q Naaso wtua et
<br />j ATE OF 20 GAGE GALVM&n STEEL STORM PANEL anew V.
<br />3' MOe3 ,•
<br />" ,ANGLE (►AIDw� GLOBAL PROTECTiON PRODUCTS, LLC• d'tu
<br />,.�� x,,�y�� �M�� ^'LL a y AA ••..., yw �rw�
<br />�. >�IImILii(a,p,.�ttliDA..�- � � � R �/ NAL �A` V IMi, 4dIXl st 9t S(RE£T
<br />1T' LONG Awt� tttLlR'fE5FW4 i xa AtIY iwA� n. 3}tv
<br />-NA{NYI
<br />60633-15 MUTT. AL10Y +::: vI°i-r x'' 'p°�°�m �. ` - Ldw7aA-TROT, FAac LssakAa-Svc? 20-176
<br />::+Arsw. Nx
<br />n: w xa
<br />P.E. TI'A,/SIaNWUME✓IitTt* iiRGA°oc°7i,°v,. P,6 a1R£L 9Z AW 26
<br />fir UPOO, ANC+nas
<br />a a )/}' TAPCW ANCHORS ird' T*CON NC-M
<br />O.C, DeAPOWRE6 tXRHDR�, RID � �= PAURFat CaND#�TE_ � �^ Tw,RARED � '
<br />DP CY1t EttEE t OP C{ EiE - . SL WNCRE6E {{ DR W REQUIRED
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<br />iIs'/>r3,/33� mk% Nut WA9hIER
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<br />T A 3132•. WING NUT 7 A 3/32' WING t
<br />i L issumm O 12 1/3':D,,C, t WAS40s (SEiOND) '
<br />N7CHDflS t 4" TAB ANGNGRW } t/4' TR°DOtI ANCHCPS L i A: TAPCON
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<br />(Sri W/ stuo) WACGM w/ stLm) a < tit"`oc
<br />_.... €•.__PouPfD-CONCRETE �..,._EOUREO CWICREtf ._r..EP 41 �
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<br />to N wr LAM
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<br />r
<br />i � DATE fi �, , A��Elf E� 0 U sa►FETt' r�l
<br />SCALE ^3/r'".„ I' SCALE 3/B"a•t" _. - SCALE 3/6'-t" SCALE
<br />SEE Ism is A 20 ng Almom "m rm .PD 1iU YKNS a + a " 7rrt.vvcm
<br />,4
<br />w mom SOUND 04
<br />tAr uio2ut#'a"°ON 40oftown 0.) = �
<br />aeifEoiAE POR EA TwN UKw/Tm ON
<br />- rraFewt ,, s x 4i+ t7OVIDA 6UiLDING CODE (high Velocityoiutrfacing Znnt'
<br />StOKLt#.E RESUCE MN1TPa SP1GffiS dt' ft* O.N ; - "tktkTA. S✓c. Fat.
<br />wAsr,pn 2 eWr1 oN Awe ra lmae Wlceoll %i0. x 20 OWE GALYA NIZED L PANEL
<br />8r r 4 FaLDWSIG TrDF FLY± tN s - * _ STEEL STORM Seem eT:
<br />pPrralicel m dE P RE9vc€d _...,.......' i/a' .a...: J6 A'k;
<br />",PA4"kiC DBwNATA LAWIG FACPtR m' NOT 0 tl0'._.. , ''.. .. S" '()r • . *�nNlt+n.r. P c7/uJmm
<br />,, •� yw GLOBAL RflTEGi�tNi PRODUCTS, LLD, w,
<br />Tel+dJ NSAINJNSFNCnIG twanAtTED 'S'Y ".#M INC.
<br />FDA .EAtTt Aa4Ydt Tt4C TILL ryas 9Lt19AALf s `A6 n- CT •. I't ."�^ Nap s,w. 5, sTINs
<br />a t/r 3stq�ACsg+ .,..- : t awl It_ m 20-176
<br />s,s. 34 R" ]E4 a1rOrM aaEaar M1 AIM PNviiS (adgwea- 1 F:ai: (YNj®-d7YT
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<br />sa Y asq„ Naa, w 14F OawANa I1rc
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<br />e 4 r
<br />A. • -. s A •: r C
<br />fm
<br />SCALE 3 111
<br />,. RNZAUAMNS ARE ONLY VAUD FOR SIW.DINGS V ITH AS,O. DESIGN LOADS
<br />UP TO i5&5. -T2.O PSF AND PANELS LENGTH UP TO W-r.
<br />2. FOR HOW WOOD FR W CONSTRUCTION; WOOD MEANAS TO BE SOUTHERN
<br />PINE NO. J, w/ SPEC m Owa- OF 0.65 OR EIWAL.
<br />3'/24 is¢ z saw
<br />I'/24* 4=1 6s r7 ON xAa , ( (SEE Timm I scI
<br />60 % 'L?
<br />SEe sa 6 CH "er zB
<br />'TYPICAL ELEVAMON. ES 2
<br />+ LAST PANELNEI � To sE AT
<br />WMIR
<br />ROt"MI�"t0f pLCtALLATi
<br />E-Z HANG SM 3 7D INETALiED 'FROM
<br />ROTE 3/3S a t of stR cnEiE
<br />/V Vol IMP 5j4" Awa DAP
<br />I aa.VW/ORw`1®•w
<br />if
<br />NOTES
<br />(tk . £ - 2. tAAtKL $TORN'PAND. SYSTEM CONSISTNO OF PANEL <.
<br />- %art}. 'TRACKS TOP dI TUCT1'OA1:
<br />(2) ,7,I1D PANk'AS S}NLL ALWAYS BE CONNEC1i0 TO $OTTOAt IRA" OTHERWISE A STOP OAR
<br />{{S% SkFdl. BE t+RDViDED AT TOP OF SUCH PANELS -
<br />(3), IF,DiD PANELS ARE OXUNNECTED 7a BOTTOM TRACK. CONNECT" .SMALL CONSIST OF
<br />4 2 3+ ALS.W/ 7/8" 3" R1 4'' TH 2 D. 4 OAS ASn / A aA NUT 41A185Cd1EN'..
<br />I . CA F JJ e/.T NTD TABDTfENI. TLNACiS L0 TON 17F ASIETiRS MAY E A. EITHER OF TWO
<br />i9TERKNT FLAT DES OF DAD PANEL. '
<br />4. CASE THAT D PANELS NOT- SO M () IN END ARE IXM»C7ED TTCTTa iRAOK Ora. R SikP BAN
<br />6 ONLY USEb AT TOP) AT LEEAST TRY) PANffi,$ SHALL CONNECTED TO BOTTOM TRACK
<br />VS04 SPEC$ INDICATED Off NOTE (3 ABOVE. IN RICH ONI CONNECTION OF PATERS
<br />TO BOTTOM 'TRACK LAY OCCUR AT A4, PANEL LOCATION.
<br />(5). SEE 5EL`TION ,', 3' &.4' ON STEET 24, SEE ANCHOR SCHEDULE ON SHEET 2 ,:.
<br />,tsT.Et ►3.�►+ TLYE LBW
<br />31L.LIFE ,alPk°'IY
<br />cr
<br />PA
<br />NEL
<br />�
<br />L
<br />..*=PALE 3--T "
<br />SOME 4w - t"
<br />'. 1/A' Mw. SAP II Nan OAPI':.
<br />t
<br />e SCA1E 3/54" + ,
<br />(1)_ DDTMTON OF SFFRIFR 1606: E - Z KAM STORM PANEL SY.SFEM CONSISTING OF PANEL t
<br />TRICKS AT TOP & PNRLVA'If PLUS OR 15LOW
<br />AT BOTTOM W/ PANEL.WTES
<br />m END PANELS ViAu ALWAYS BE TkUNNECiPaD Ta SILL WALL at WEANS OF
<br />PAHELMATES" tyR, W USED NTLY Wl 1 S iONGTRACK AT BOTTOM, END PMIEIS
<br />WI UT OR I TO w�/ 1f4'a-2Dr3 # .S. WJ fi " 3/32"
<br />WI IBE »R T2DA3 Alm. TTRH RTO Ti1PPfA i�2 (EXCEE i wS
<br />DESCRIBED OTTi iNL1TE (E) OW)
<br />(3), FOR CASES WHEN END PANELS ARE USE JONHTLY W/ 15" L',DNG TRACT(=Q A7
<br />. tTTOM BLdi M PANELS ARE NRT TO BDTT TiYACK f�3U nA STOP BAR
<br />d(j MiN.E BE PROVIDED AT TOP OF SUCH PANELS,
<br />(s). FOR WALUAiIONS w4EN END PANELS AND Sd4E PANELS AM AIRECILY
<br />MOUNTED TO E r=w. SILL WAR. BY 'MEfJNS OF PANS ONE "Ti PANEL
<br />MAY BE USED JOINTLY W TRACK ("2J A7, A WTRACK TO WA U.,
<br />W/ TWO PAN4EI:FMTFS Y Wfj
<br />5L1G1 pA)ALEM' iG6 YAANYMOW ,�T OF INTERIM INS�AU.F-D
<br />THEIR DVEFAAPS RETAINED By
<br />8
<br />IN
<br />INIQ t
<br />.-..e, a TAPCa4 AiiC"OR^.. - -.. .. jam TAPCON /NCHom
<br />a 9 D.D.
<br />POURONSLOCk� •ti P�£GUd'imi"CNC.REIC� '
<br />i/r
<br />rj MID
<br />E.fi,P �' i i � ♦ 4
<br />9 { I
<br />MA WW%TOOr, I.
<br />GLASS
<br />i I _
<br />1
<br />s pI
<br />j ) r rw aN a 1
<br />t
<br />i t ,
<br />P �
<br />2 - 14-10"s PAREtMATE pI.C'S x/ ...` f - i#-ioY PRNFIJNiE PLUS M!f.
<br />'0 . 9/32•.WWG NUC Wf*4NER '.TJti f 3/SS: W`M6 NUi WA R
<br /># a ,t4' OF (BEYOND)
<br />._._ OROME �N SkCCN
<br />4- REGULAR P u LliE SA6£iV FANEL
<br />SCALE 3/8'�t' -. ,AM�NM {iNTN SCALE 3/s'.T^
<br />SLE StWiT iA ! Aa FOR STD ANCHORS % TYPE k - _ •,_�
<br />SPAtlNF ROIL elSDNJAS�115 WING SWsut ��� •'��(`jE�.C.+'. Z
<br />FRIME St NOW M. ma" awmm PW d 3
<br />EuFAr FnatliftM 'dNtAar w'u�D a s a ND.441&7 _.
<br />3:YiEdtAE FpR.£a.Li'ss TNN4 Ma7KN,1ED #1 R4.Nw1 •,*; .. FLORIDA BWL[IiNG CODE (High YelvoT : itMFricavta. Zane
<br />SpaaAF REWId ANCAIai SiVtafO sr. <.�InM iArA Oh} s S. Y/a -
<br />i ts.109 aie SPACM SHOWN 00 SitrDiAE _MXEa OK 39, �. 7ATC ,:�. tu?ctm aa. 2D GAGE GALVANIZED STEEL STORM'. PANEL
<br />er ENE FOLLwI TAA TORS FOR i as
<br />110 ill f aT/Oe/Aoi6
<br />o1NZNOXR+ m RE idle iTTo _.._ .: _,_ � ,t+ ORt �'^�,
<br />sPAaP� od'DLFreD il§@k FAOTDW sHw. aror z t -..' v... _. :�, �` •.,.,.. ._�..-- ... GLOBAL PROTECTION PRODUCTS, LLD. oe1�
<br />�.1 tIAOI ApNAetaR SPAGaiS TNOCATES irf ti +.. `� � '^�'i� tkOu &W. StsAAEIT
<br />FOR FRGt TYFE OrI tHMs SCHEOuLE ..v . �� , SOW _ Soil NAL ,. _ .r' ash, FL 1ffi1A
<br />tuuNNq A as iaA aaaa ANaAsA MIN F roNP: ios+lNw rSN sma Orr, ORANNO
<br />5 4 - nA+w , iFiU rflI-Tura , tr, GaR m-mir aR r na=arre+ rs ms nay ORYYtl16 ILK
<br />P,E sEN.faOtlhroRitwlE� G-af10di111
<br />WNTai ., by PAr , *saeo .. N - ^. sN1LT14 aT Ya
<br />GENERAL NOTIM VALID - SAID NIUM PANEL SYSTEM '
<br />1, E-2 HAND STORMPANEL SHOWN ON TNHS PRODUCT EVALUATION OOCUNEIAT (P,ED.) HAS BEENVERTFED FOR COMPLIANCE IN 8�1) MINIMUM EMBEDMENT TAPCON ANCHORS AND. PANELMAIE FEMALE IQ6 PANELATATE PLUS aTTO CDNGRFt'E
<br />ACGDRww wo THE 20020 (Tin EIln1ON) OF THE FLDRTDA �SUILDiNG COD£ BLOCK WALL BE 1 1/4':
<br />DESIGN WIND LOAM SWa BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE, 8a2) MTNNW EMomMENT nF 1/4^e X 7/8` CilK-IN ANCHTRN.S SHAL1. t� t5 T/s' INTO CONCRETE.
<br />FOR A WIND SPEED AS REQUIRED 9Y 114E JURL4DICTON WHERE THESE SHLUTTERS YRUL. BE INSTALU£D AND NO EMBEDMENT WTO ANY FSBSH MATERW, SHALL TORS
<br />'.
<br />FOR A DIRECnDNAUrY FACTOR 1Od-O$5. USING ASCE 7-10 AND SHRILL tIOT EXCEED 114E MAXMIUM (AS.D.) 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL. BE LONG EN(RiCH U1JT ANY' FINISH ALA C
<br />C� t5}i iE7ATA1 T
<br />0f1 RATINGS INDICATED ON SHEETS 25 38.
<br />PRESSURE TEO ,k ENGAGE 3 4` RNTD WHO"/
<br />-
<br />1N ORDER TO VERIFY THE ABOVE CONDITION, uLTIMATe DESIGN WIND LOADS DETERMINED PER RICE 7-18
<br />SHAD. BE FIRST REDUCED TO A.S.D. DESIGN WIND LOOS BY MULTIPLYING THEM BY O.5 IN ORDER TO &31 IN CAGE THAT PRECAST SRON£ OR PRECAST AU,NCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W/ MAX. (A.s.0) DESIGN PRESSURE RATINGS I0DATF6 ON SHEM 25 & M ANCHORS SIMt. BE IDMS 04WGN TO REACH THE MAN STRUCTURE SIDANDSIGH PANELS. AN`_'HORAG£
<br />SHALL OF AS MENTIONED IN S,t) AND IN D.2),
<br />IN ORDEN TD YEIR THAT COMPONENTS AND ANCHORS ON 'OS8 P.£O. AS TESTED WERE HOT OVER STRESSED, A 33% UAOAfASE
<br />14 AULaWA�E STRESS TOR WIND LOADS WAS M USED IN THEIR ANALYM.:PASTENERS- SPADING 70. WaLO 1A45 eEFtI
<br />DETERMINED IN ACCORDANCE WITH N:D_S. 2015, (C) ANCHORS Skki BE INSTALLED FOSSI.001I ALL OF THE RECOMMENDOTIONS AND 'SPEOIFTGTONS'OF THE ANCHOR'S
<br />MMTUFA€IVA R.
<br />P F- I AND E RESIST E97 STORM kNE'L'$ RDEOLlAOT OR IMPACT FATOi,t! ANCE lAkS B - VERIFIED M ACCDRDAttC W(M SECTION 1 8 E S2 OF
<br />THE ABOVE. MENn0NEO CODE AS PER FEMMIRATtON TESTING LABORATORt. TNC3 REPORT A' 2032, AS PROTOCOLS TAS-20% tt. IT SK41 � THE RESPONSEIRITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHER£ SHUTTER
<br />TAS-202 TAS•AR 8E ATTACHED TO INSURE PROPER FNCHCRAG£: THIS S4UiTER SHALL. ONLY •E ATTACHED TO CONCRETE• WACK
<br />2. TINES S1'5iiM HCS BEEN OESONED TO BF 9NSTA#,LEC DN THE OL+'TSTOE OF THE OPEN4VFN ACCtaKi TFE OPENMO FROM •THE WOOD FRAME BUILOINGT.
<br />3NSIOE W/O THE USE # A LADDER CR tITT. THIS APPUCATXX't 15 VAUD WHEN NNSYALW'RON 15 TNPENbED TO BE PERFYl1tMfD 12. TNti SNSTALLATXNI CONTRACTOR IS 76 BEM./CAL,LK ALL SHLITtE"It. C9MPOhit-t'€ EpCES WHICH REMNN iN CDNTtNUDt15
<br />FROM IRE INSIDE OF STRUCTURE. WITH THE BWLDPNG TO PREVENT WINO/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRICKS ALL AROUND FULL
<br />3, S1D21E5 1000 0WAUATION S APPLICABLE TIC SWU AND DOUBLE HUNG 5'iYIE K4DOWS WEN INSTALLATION IS: REQUIRED, TO 8E
<br />PERMRMEO FROM THE iNS,OE OF S"TITICTURe t3. 'STORM PANEL *WALIATION SH U- COMPLY WON SPECS INDICATED IN THIS ORAWIMG PLUS ANY BUILDING AND ZONING
<br />4. SERIES 2000 WALLA7100 IS APPLICABLE TC SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN .REGULATIONS PROVIDED W THE JURISDICTION WHERE PERMIT IS APPLIED 10:
<br />PREIALIATION S REQUIRED TO DE PERFORMED THE IN OF STRUCTU 14. n FROM SIDE RE ATRIUM WINDOWS AND DOORS. RIG. E: - Z HANG STORM PANEL SYSTEM, IT PW3EFR' P!D'OAD.
<br />5, ALL ALUMINUM EXTRUSIONS TO BE $083-16 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) 15.0) 'His PRODUCT EVAU„tIATTOH 00CUT=IENr (P £D,) PREPAtliED BY THIS END MR IS tEENERlC' AND ODES NDT T+ROVID'E
<br />1NF10R66ATN7N FOR R SITE SPEC1flC PRO.MGT; i.a WHERE THE SUE CCNDtTOHS DEVIATE FROM THE P E.D.
<br />S. ALL N..UMiNUM SHEET METAL USED AT CL03tlt{ES SHALL HAVE 3t05-H14 P11DY.
<br />(b) CONTRACTOR TO BE RE*,sPONSIBLE FOR THE SaMION, PURCHASE AND INSTALLATION MLubm LIFE SAFETY OF
<br />7. ALL STEM.. SHEET METAL PWDS SHALL NAVE STRUCIURAL DUALTY SHEET„ ASTM A-553 GRADE 50 Min.., QA1..VAMZED STEEL THS PROOVCT BASED ONTEA$ PLEA. PROVIDED HE/SRE ODES NOT DEWITE FROM THE CONDITIONS DETAILED. ON
<br />DESIGNATION W/Fy 8" Pei (AFTER ROLLED). THIS tOWMENT, CONSTRUCTION SAFETY ATSTE IS THE tONTRACTOR'S RESPONSISTUTY.
<br />8, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERFS OR CORROSION RESISTANT COATED CARBON STfEL AS PER DIN (t) THIS PRODUCT EVALUATION DOCUMENT WELL BE CONSIDERED INVAU} IF MODIPIE1
<br />5DD,8 W/ 50 Hsi STRENGTH i Y110.D £NGTH. AND 90 ka :ENSILE STRENGTH & SNWl COMPLYW/Ft.OR4i4: BUILDING Cain. SE 2a113:3.4 / GTLaI
<br />/
<br />SITE SPECIFIC PROJFGfS SMALL BE PREP AWHICH WILL
<br />ARID $Y FLORIDAREGBTERED ENGINEER OR (d ANSIBLE
<br />9, BOLTS TO ASDa A -SDP GALVANI2E0 STEEL.. DR,N51 3O4.SERIES STA#t1UE55 STEEL; WITH 3d AN MINIMUM Yil1D, ST'RENGDI. BECOME T4tE ENGINEER OF REGaRC_(E,d,R.) F9#i THE PROJECT AND WtT,O WILL SE RESPONSIBLE FOR )IRE PROPER
<br />F
<br />M
<br />OF` THE P.£O. ENGINEER OF RECORD, AMINO' AS A DELI ENGINEER TO THE P,£0.. EN&NM, **ALL
<br />10. ANCHORS TO WALL Shill BE AS F(GLWWS: SUBMIT TO THIS iAI-TER-THE SITE SPECaTC ORAWiNG$ NT)R REIAEW
<br />(a) THIS PJW; SHALL BEAR THE DAIS AND ORIGINAL SEAL AND SIGNATURE OF THE PNOFESSONAL D OiNEEA CF
<br />- tj'4 iAPCON WHOM AS MANUFACTURED V ITW. SULDEX, W,, (MIN. re.33197 Pa.;) RECORD THAT PREPARED, T
<br />- 1/F` W X T/8' CALK -AN ANCHORT= AS MANUPACITIRED BY DEWALT INC, (MIN- fv-3000 P_$.Q 10. STORM PANEL MANUFACTINIERS LABEL,. SHALL BE WIGIVE'D ON A AVOILY VT OLE LOCATKNN AT STORM PANEL SN
<br />- 114-10 PANSIMATE FEMALE ID a PANE2.i#M PLUS ANCHORS, AS MANUFAMNED 'tIY EL.CO CONSTRUCTION -PROOUi:TS.
<br />ACCORDANCE WITH SECTION 1709.93 OF FLORIDA OUILDING CODE, ONE LABEL. SHALL. BE PLACED MR EivEw OPENING,
<br />(Yc 3350
<br />P.s.0 d,ASELM TO .COMPLY WITH SECTION 1701 OF 7i E FLORIDA BUILDING CDC£
<br />A;1) MINIMUM CMINETMI OF TAPC'ON ANCHORS INTO POURED CONCRETE $KALL BE T S/4` AND T.' FOR PANELMATE
<br />FEMALE 0 & PA.NELMATE PLUS.
<br />A2) MINIMUM EM8EDARNT OF 1/4•`a X 1/-8- CAU(-tM ,ANCHORS SMALL. BE IS `i/r INTO GONCREi£ NO EMBEDMENT INTO,
<br />ANY FINISH RIATMAL SNAIL DE PERASTTED.
<br />. /4 S,CEWAU< ROLTS UBED SHALL BE LONG EMOOEH(SHOUL.D ANY FR40 MATEMAL EXIT??... TO ENGAGE 3/4'
<br />NN'AAiy
<br />ANCHORS,
<br />1 S, tl
<br />A.3) IN CASE THAT PRIZ ST SPOKE, PRECRST CONCRETE PANELS. OR PAVERS BE. FOUND ON THE DOSHNG WALL OR
<br />PLOOR-ANCHM SHALL BE LONG TO T(D" THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE StW 1
<br />BE AS NAND
<br />- s z ND.4416T
<br />tINtTacrc .s.
<br />D RD!X 8 7 GPMC.0 _ * _
<br />" * ;
<br />- 1/4" w iAPCON ANCHORS AS MANUFACTURED BY L7W, BIALDEX. INC. FLORIDA BUILDING CODE LHIgh Velocity A MOOne, Ten"
<br />- 1/4 0 X 7/8- CALK -IN ANCHORS• AS MANUFAlC1URED BY DEWALT INC, QI pxI.) A'1 tmAx PIN..
<br />_ O; AND PANEUMTE PLUS ANCHONSIAS,MANUFACTUREDBY ELCC CONSTAt1CTiElN' . °( ,„• 20 GAGE GALVAM?ED STEEL STORM PANEL. a
<br />1uCf$
<br />. yard,
<br />PRRDka (' f p.k.
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