|
Is WIN
<br />._ .
<br />/�/. •1
<br />I
<br />i
<br />9 I
<br />I E
<br />v INmL GLASS S To L.15. I
<br />_..... .- FPANEL
<br />F
<br />'L
<br />PANEL
<br />Mar. G1AaS
<br />T.FHBEL SN S}EEfi , fh
<br />d
<br />LENGTH
<br />(SEE NOTE ) M1 SH97 I € li
<br />„L.
<br />PAAiL.
<br />IEL
<br />-
<br />LENGTH
<br />'
<br />L a
<br />(SEE NOTE
<br />(
<br />1 BELOW}
<br />IIn 5EPlA16710N
<br />tl
<br />E °'-
<br />( NOTE
<br />I KLOO
<br />'' M�t0�44Aa�'•11Fs
<br />TO GU35
<br />_.. _ ..._....= I 11
<br />'f
<br />..
<br />ICOSTING
<br />i k
<br />1 f4_ - 1�
<br />ON SScHE' i6}t6}
<br />i ;
<br />1/eo-2 1- ..�...
<br />` o
<br />5.5, 1i5. W
<br />I I
<br />tam...
<br />T�.. i Y �%.32• 1 I
<br />E 1
<br />T/� `/ Y 3%32`
<br />i N
<br />vim HAFT I I
<br />$�
<br />1
<br />WIPM3 NTT
<br />T/4•0 TAPCtIN
<br />6` O.C. W/1 1/2
<br />THRfADID
<br />F- _
<br />_
<br />tOlil OF PLATE -. _..-..
<br />CONE. CONE.
<br />8"w x 3/32' WIND NUT 8"0 x 3/32` %ING
<br />0 12 1/2' (AC, NUT WASHER (BEYOND)
<br />r 1 4'f IAH+C:OHt O 8" C.C. I T 4"0 TAPCOM 0 6' O.C.
<br />w/1 ER wa/ a-r GER TWA/t W)
<br />PENETRATION AT READED
<br />MIOWDTH PEI'IkiRTIOLu N AT MATH
<br />QF PLATE OF PLATE
<br />x1' WOOD PLATE 4' WOOD PLATE
<br />REQUIRED
<br />WALL MOUNTING INSTALLABON WALL MOUNTING 19MUJI ATION Al
<br />�{,TERNATIVE BA161ALTERMTM On
<br />O REGULAR PANEL O LIFE ,' EM PANEL
<br />SCAII.E 3/8'-1" SCALE 3J$"ffi7'
<br />!=
<br />L v6MALLUMNS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO •f55a`, -72.0 PSF AND PANIEL'S LENGTH UP TO 5'-e,
<br />2, FOR MEIN WOOD FRAME COF 'T** WORD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. WI SPECIFIC DENSITY OF 0.55 OR FOWL
<br />f/4'Ni-24{c3/4'5.5. ms, W/
<br />/6`HHx3f32 WIN6 Nut
<br />0 1Y 1/2' C.C.
<br />1 410 TAPOON 0 67 O,C.IREADED
<br />•:
<br />1 1 i10N AT MATH
<br />OF PLATE
<br />z4` W000 PLATE ,N#" WOOD PLATE
<br />1 ED REQUIRED
<br />1NTING IEW LLATION
<br />7AW O REGULAR PAN AI_TERNATNE 76W
<br />SCALE /s =1" 2, tUF_ SUMPANEL
<br />SCALE 3/B'+xt"
<br />.....
<br />FLORIDA BUILDING CODE (Nr1
<br />0MEONEUM EQR SERFS 2000 1000 E-Z HANG STQRM PANELS
<br />(SCALE 1/2•-1-)
<br />I I5.196` ('TOTAL WIDTH
<br />'i5F>a" (EF`'FECTIVE
<br />- 1.350'.-�
<br />/ 0.036' MH, TICK H
<br />' 2.66i GAWANM SIEHL EDGE *,.'y''',./
<br />2, Or ? He TVP. GR SO M44m DETAIL AS
<br />�L EDGE C -60 G+LY.
<br />L,w. A 45.6 t
<br />� STORM PANEL
<br />ISOMEMC VIEW DETAIL A
<br />ROUNDED CORNER ! ENDS OF PANEL'S
<br />END UP W/ HEMMED EDGE
<br />I �.125'
<br />I
<br />A
<br />F^3" Max,
<br />(2) 3"x3"(Max.) ALUM, AHGLE
<br />-_754Y
<br />STOP RAR
<br />it' W14G
<br />G463-T5 Alm. ALLOY
<br />31
<br />• .4 IiIII 41if:I M 9 =4 01.k •:.. '..1 fI _...
<br />MVkBIMw A.BJ1r -
<br />Mrex
<br />MIMMI WN
<br />TO
<br />+GSA -753
<br />7D' OR LEAS
<br />2 9/1C BOLTED «
<br />1'. 3'. 3`W "
<br />2`w At
<br />+66.0. -75.3
<br />70' OR LESS
<br />2 7/B` BOLTED -
<br />4' t 4YA
<br />1 4Y- 4• S.S. WAS t WNQ6HT AT REAM • 4DR OF PANEL LEPIWH
<br />BM&OF PAPS -
<br />.125'
<br />`a
<br />2.Ofl0' Y�r--;
<br />.,J i 25' !_.
<br />L-2.01D
<br />} "JAN
<br />L`J REVERSED oh" TRACK
<br />.750`
<br />ER
<br />2sIH
<br />B 3'
<br />(TYP•)
<br />PAN
<br />1 1/4 WIDE
<br />6061-T6 AINrL ALLOY
<br />HEADER
<br />ED
<br />k e TAP.k N 0 er D.C.
<br />LAIN, THREADED
<br />NETTtItTKIN AT WOOD
<br />PANEL LEINOTH
<br />(SST; NOTE 1 BELOM)
<br />714
<br />/d,*a '32 wm NDr
<br />9wLSHIETr orroFD)
<br />iTklrriearle
<br />REVERSED 'U" TRAGIC
<br />�• : *'- : _ I >_L * - . , 1 4 .-ice jilt' 1 ;. ,: .L• i
<br />�-_ �1 1 ,_ I,•. sI+h•N,L :i •k.:AaI • 7I, t ► - -
<br />.12T I
<br />A tiEStGN
<br />PRESSURIE
<br />RATING
<br />)
<br />MOM" ANCHORS SAMNO CDR E DL • 3 1/2" tl
<br />APPLJOWE To
<br />SECWOIN3 } !
<br />ANY COMMMATIONLEIIMRHE
<br />OF IRON
<br />MAIN HA PIANEEL
<br />T." OIL)
<br />-
<br />TAPCCMl6
<br />K-kN
<br />PANM WIE F YI E p
<br />AYIHIJAVE PLDS
<br />TO CONCRETE
<br />TO CONCRETE
<br />Bf.00X
<br />W ONDRID
<br />V BLOCC
<br />M CONIG6EIE
<br />10
<br />d.00K
<br />W N)OINC'.RETEITO
<br />lAOCC -
<br />-
<br />12`
<br />N/A
<br />12'
<br />N/A
<br />12"
<br />N/A
<br />12'
<br />NJA
<br />1' a2' (TOP,)
<br />5'
<br />_ 4`
<br />.2ODD)+
<br />12'
<br />3'
<br />42'
<br />S'
<br />B'
<br />6'
<br />a.
<br />it
<br />1' 6oTTGu)
<br />-
<br />N/A.
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A -..
<br />12 4'/2'
<br />11`
<br />2° {BOTTOM) �
<br />' DR LESS
<br />66.D, -�5.3
<br />7'
<br />N/A ---.
<br />6 1/2'
<br />N/A
<br />4 1/2'
<br />N/A
<br />4 Ile
<br />N/A
<br />3' (TOP)
<br />12'
<br />N/A
<br />12'
<br />NiA
<br />9 4/2• '=
<br />N/A
<br />9 1/2'
<br />N/A
<br />N (Borrow)
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />19"
<br />N/A
<br />12"
<br />N/A
<br />4' (TOP)
<br />12'
<br />li'
<br />12'
<br />1 0 1/2'
<br />12`
<br />it'
<br />12`
<br />tt'
<br />k' {BOTTOM)
<br /># LIMITED TO SLO PAO A.S.O. OTi5Yf,Is PREP RAW
<br />A SIX SIIE'r 26 FOR ANCHORS TYPE A SPAOW FOR NM LAT MNR INTO WOOD
<br />FAME BULGINI .
<br />MINIMUM ANCHOR SLoAMM AND MMIWAI MULL DISV#KI AM tl[6CCTL ON 1N85
<br />SL1EDAPE. FOR ED. IEgS INN INDICATUD ON SCHEDULE REDUCE AND" SFAcm
<br />BY ►uLTEN.YNG MAO& 20M ON SCfHEDLWE BY TIE FMOWNG FAOTQM FOR
<br />THIS OPtamON TO BE fMOSO F, RIMM SPM.M10 OBYANED USM FI1f"L. aR SHALL
<br />ROT BE UyM THAN MINIMU I SPACMA NOMYOFD FOR EACH ANCHOR TYPE A17
<br />ANCHORS U67QML
<br />tj4'i
<br />1/49
<br />1f 3
<br />1/4•.
<br />AMC*m TYPE
<br />Tfl+OGN
<br />�.�
<br />III■. ANNOW 3Ren,a Chi
<br />3
<br />3
<br />3
<br />2
<br />,il0it■13YIU/CY
<br />CYI,I,INI D•.T
<br />3
<br />3
<br />3
<br />3
<br />PI.■- i
<br />Oewr■le BARE ikyT
<br />3
<br />A 1/3
<br />31,0
<br />A.
<br />AMW FA MOE DMVCEI_
<br />- FACTOR
<br />I
<br />-
<br />-
<br />-
<br />:1
<br />-
<br />-
<br />ao
<br />3 Ijy
<br />IAD
<br />4
<br />i
<br />+ $ED MHES Mmt. 015MNC'E BIEIWEE04 BOTOM OF PANEL I t/2`
<br />AND ( To BE: 4J2' MmL
<br />T
<br />I
<br />+-j RDWJMIs Mmr. DISTANCE BEEEN TWBOTTOM OF F%m 1
<br />No0 TD BE. 3/16". ' 3/1er
<br />M■
<br />CODE fHlah V&I*C ly Hurricane
<br />.DTI
<br />wi-OW)
<br />114-10 P
<br />0 6 1/+-
<br />UOL TRW
<br />AT AEWM
<br />WALL MOIIIV'IIIG INSEALL �,'
<br />ALTERNATIVE SAW
<br />O REGULAR (PANEL
<br />SCALE 3/8'••I"
<br />L INSTALLAT04 ARE ONLY VALID FOR BUILDINGS WITH A-S,O. 3H LOADS
<br />CW TO +%-5. -72.0 PSF AND PANHO.`S LENGTH HIP TO W-e-
<br />I FOR HEW WOOD FRAME : WOW HEMS TO BE SOUTHERN
<br />PINE NO. 2, WJ SPECIFIC [7£ CAY OF 0.55 OR EQUAL
<br />PRO
<br />/14-10 PANEL.
<br />a B 1/47 0.Q
<br />MIN, THREADED
<br />AT UVWWTH OF
<br />AL T_�_TIVE 88W
<br />NO � t,IIFE SAFETY PAi
<br />WALE 3/8--1` FN.t1RN
<br />3' Max. 2'/24
<br />1` Min, J1
<br />:rH
<br />Hurricane
<br />3' Max.
<br />-I. � - I4ri- S.M.Y. HY
<br />Hallo OF FED
<br />GDOMI ti'DTES VIL E Z K" SMRM PANEL SYSIM
<br />B.1) IAINIMIUM EMBEDLEtNT OF TAPCM4 ANCHORS AND PAN€LWATE FEMALE ID & PA ATE.- PLUS INTO CONCRETE
<br />1. E=Z HAM STORM PANEL �. ON THIS PRODUCT EVALUATION DOCINJENr (PLED.) HAS BEEN VEFURED FOR COMPLIANCE IN
<br />BLOCK SHALL BE 1 9%4`=
<br />ACOORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING GODS
<br />DESIGN WAND LOAM SHALL BE DEIERMINED AS PER SECTION 1020OF THE ABM MENTIONED CODE.
<br />8.2) MINIMUM EMBEEMEW OF 1/4.6 X 7/8' CALK -Ill ANCHORS SHALL BE IS 7/8' INTO CONCRETE.
<br />NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED-
<br />FOR A MIND SPEED AS RCWRED BY THE JURISDICTION WHERE' THESE SKATERS WILL BE INJT+fULED Aim
<br />FOR A DiRECTIONAiaTY FACTOR Kd.o .85. USING ASOE 7-10 FOR RNSTAUAT UNDER 2014 FDO A7+ SHALL
<br />1/4' i-2D SS SiDEINALK GL''LTS U `SHALL BE LONG E�N ,1I(5'#iGM.14D '4NY E°'�iISH MA`'TSi�aL' EXI', T4
<br />�- INDICATED ON SHEETS 25 & 26.
<br />NOT EXCEED'THc lAADIIt4UM (A,S.D. DESIGN P1TT�S
<br />ENTA'E 3J4` NTO ANCHKDRS. ,
<br />IN ORDER TO VERWY THE Ate CONDITION. ULTIMATE DESIGN LOADS DETERMINED PER A 7-10
<br />BE FIRST A.S.D. DESIGN WIND LOADS By YUL7IPLYNNG THEIR R1' O.fi IN ORDER TO
<br />R.3) IN CAS THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FlW1FA (1 THE EDgSTriG WALL,
<br />ANCHORS SHALL BE LOW ENOUGH TO REACH THE ►NMN STTO.ECTIJRE AND SLKTI PANt7S. ANCHORAGE
<br />TSmAU
<br />NGS INDICATED ON SHEET 25 & 26.
<br />O COMPARE THESE W/ (A.S.D DESIGN PRESSURE RATINGS
<br />SHALL BE AS MENTIONED IN &I) AND IN 8.2).
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS 014 THIS P.E.D. AS lle`-`.FED WERE NOT OVER STRESSED, h 33'R INCREASE
<br />IN ALLOWABLE Sim FOR WIND WADS WAS WL USED, IN THEIR ANALYSIS. FASTENERS SPACIING To WOOD HAS BEEN
<br />(C) SHALL BE INSTALLED FOLLOWING ALL OF THE R&COMIIENDAMI)SIS AFA3 SPECIFrAITiOMS OF THE AAC°1CR'S
<br />DE"rMIN80 IN AOCDROAMCE WITH N.D.S. 2012.
<br />�
<br />STORM PANELS ALDEQIUACY. FOR IMPACT AND FA'IKDI>E RESISTANCE HAS BE€TN VERIFIED IN ACC D WTTI4 SECTION 1826 OF
<br />I I. IT SHAFT THE RESPONSIBILITY THE CONTRACTOR r0 VERIFY THE SOLMID OF THE 5TRLACTURE WHERE SHUTTER
<br />THE ABOVE MENIk`INEU C AS PER FENEsTRAT`ION TESTING LABORATORY. INC_ REPORT f 203Z AS PROTOCOLS TAS-201,
<br />IS TO BE ATTACHED TO INSURE PRIER ANCHORAGE« THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK
<br />TAS--202 AND TAS-203,
<br />OR WOOD FRAME BUI.DINCS.
<br />Z. THIS SYSTEM HAS E -*gGNm TO BE NgrALLDD ON THE OUTSIDE OF THE OPENING ACCESSING, THE OPENING FROM THE
<br />INSIDE W/O THE USE € A LADt>£R OR LIFT. THIS APPLICATION 6 VALID W INSTALLATION lS IN`IE:N3EP TO EE PERFORMED
<br />12. THE INSTALLATION coNTRAGTOR is TO SF.A-/ ALL SHUTTER COMPONDiT EDGES WHICH REMAIN IN CONTINUOUS
<br />WITH THE BUILDING TO PREVE31i WOD/RA1N INDRUSiON, CAULK AND SEAL SEH7Ft£R TRACKS ALL AROUND FULL
<br />CL
<br />FROM THE ASIDE OF ST TURE.
<br />N3
<br />ENG
<br />3, SERIES 1000 INSTALLATION IS APPUCABLE TO SINGLE ADD DOUBLE HANG STD'LE WINDOWS WHEN INSTALLATION IS REQUIRED TO DE
<br />15. STORM PANEL INSTALLATION SkMtl COMPLY WITH SPECS tN01CATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />PERLED FROM THE INSIDE OF STRUCTURE
<br />REGULATIONS PROVIDED By THE A ICYION WHERE PETIT IS APPUED TO.
<br />4. SERFS 2000 INSTALLATION IS AIPPUC,4 L.E TO SINGLE AND DOUBLE HUNG' A+LD HORIZONTAL SLDERS STYLE WTNOM W EN
<br />14. ATRIUM W{l�DWS Arab I700R5. t#IC. E - Z H.4H1G STORM PANEL SYSTEM"" IS P/LTfL44'i w Md.
<br />INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSlDIE OF STRUCTURE
<br />1 -
<br />S. ALL AI.11MIWVM E RcasiONS iTi BE 1f053-T8 ALLOY AHBi Tt;MPER. (UNLESS OTHERHISE NOTED)
<br />15. (a) THr€ PRODUCT EVALUATION DOCUMENT(PLEA.} PREPARED BY THIS ENGINEER t5 GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT.' La. WHO THE SITE CO1NOtTWPS DVAATE FROM THE: PLED.
<br />j 6. ALL ALUMINUM SHEIET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY.
<br />(b) CONTRACTOR to BE R SIBLE FOR THE SELECTION, PORCH-tSE AND INSTALLATION IC1AtN0 UH'a: SAFETYOF
<br />7, AL STEEL. SHEET METAL PANELS SHI A.L. HAVE SiftucTURAL OUMAY STMt ASTM A-653 GRADE 50 Mtft-, CAL`JANZED STEEL
<br />THIS PRODUCT &tSfD ON THIS P.E.D. FRONDED t A'lE OCN-� NOT DEBATE NSS THE CONDITIONS DETa T` ON
<br />DOCUMENT. C OR'S
<br />UDOCU SAFETY AT STTE IS THE
<br />DESIGNATION WJF+W ST.5 (AFTER ROLLED)•
<br />8. ALL SCREWS TO BE STAINLESS STEEL. 304 OR 31E AIS1 S OR IiC}TN RESISTANT COATED LNG STIEEL
<br />E GI2413.3,3,4:
<br />OURESPON�Y.,D7Y.
<br />IAT10 L IF MODkFl£D.
<br />() THIS PRf%TLtCT EVALUATKxN DOCUMENT WR.L BE CONSIDERED
<br />d HISIHIIPRODUCT
<br />YIELD - AND Isar -TENSILE STF NGTTi do SWdI COMP'{: € S�ECTt¢kN
<br />S4OI8 WJ 5CD kS" kLO S1Tii'1I1
<br />STD€ §PECtFkiG PROJEC%S #Al.f. E PREPARED1D
<br />BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH i..L
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. AM 304 SERIES STAINLESS STEEL, WITH 36 Hmi MINNUM YIELD STRENGTH-
<br />.(a)
<br />USE THE P.EDNEER OF i>E OF (FOLK.) FOR THE PROJECT AND WHO EER D FOR THE PROPER
<br />USE OF THE P£.D. ENGINEER OF R€t`.ORD. ACTING A5 A IYEi.£GATIUD E71f'AhEER TO THE: P.E.D. ETdCINEFR. STALL
<br />SUBIAT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />10, ANCHORS TO WALL SHALL E AS FOLLOWS:
<br />(A) 19 ICI .-.M= -tom
<br />(e) THUS P,M SHAEl BEAR THE DATE AND ORIGINAL SEA. AND SiGNA'NRE OF THE PROFESSIONAL ENGINEER OF
<br />_
<br />- 1/4'H TApcoN kIGHDxzS AS MANUFACTURED BY N.Y.W. RLBLOETC, INC. (AWN. 1'cu3192 PA-0
<br />RECORD `THAT PREPARED IT< -
<br />- 1 /4' M x 7/8- CALK -IN ANCHORS, AS WNUFACTURM BY POWERS FASTENERS W. (MIN. f o-3000 p.a.i_)
<br />- #14-10 PMELMATt FEMALE 10 & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELAO CONSTRUCTION PRODUCTS.
<br />Ia. STORIM PANEL MANIIFECTURER"S LABEL SHALL L BE LOCATED ON A READILY VISIBLE LOCATKN AT STORM PANEL M1
<br />ACCORDANCE WITH SECTION 1710.83 OF FLORIDA BUILDING CODE. ONE LABEL MALL BE PLACED FOR EVERY OPENING.
<br />(1 C•*335I3 p.•-N.) - -
<br />LAga pi6 TS COiNPLY WITH sEcriON 4740,&2 OF THE FL40MEA+ SLIUXW t`ADE.
<br />A.1) MINIMUM DAMIENT OF WAE'CON ANCHORS IWO POURED CONCRETE SA -WI BE 1 3/4" AND 2' FOR PANELMATE
<br />FEMALE ID. & PANELMATE PLI 5.
<br />A2) MIN1MU1w 9AB€OLEAfT- OF 7/4"M X 7/B' GAL.K-IN ANCHORS %TALL. BE 1S 7/8- INTO CONCRtiTf. NO EM13fONENT LWO
<br />ANY FINISH MkTEP--L SHALT. IE PERMITTED
<br />1/4' 0-20 SIDEWALK BOLTS USED SHALL BE LONG ENOWKSHOULD ANY FTFMSH MATEt� f? M TO Et(GAOE 3/4"
<br />.
<br />INTO ANCHO-
<br />A,3) IN CASF THAT PRECAST STONE. PRECAST CONCRETE PANELS,. OR PAYERS BE FOUND ON THE COSTING WALL OR
<br />FLOOR, ANCHORS SHPIIL. BE LONG TO REACH THE MAIN STRUCIURE BEHIND SUCH PANELS. ANCHORAGE SHALL ,
<br />-ENOUGH
<br />BE AS Mefr"IED IN AL) AND IN AL2
<br />'
<br />($) TI1 €Xi'S IN{G - .J, ..Wi' w. , . 1'�["�,;• fLLH1mt &17LNM CmE aggh Y.rOGT illd/flte7A'f✓Y INTO
<br />- t/4` ¢"TAFCON ANCHORS AS ANAILI}FAG"rIAREO ITT' T.T.W. BLNI�DE74, INC. .,
<br />a 1/44 4 X 7/r CAUL.-414 ANCHOR`", AS MANUFACTURED BY POWERS FASTENERS ITC. (i`m-ISOO P-J-)
<br />. �,D f.A.L
<br />1r rJa€3 73mQ HG E-Z HANG STLDAM PANEL. SYSTEM
<br />,L,, �� �. T- � oIE WlMlIs SM 3VM cat er:
<br />-
<br />- #14-10 PMELMAxE FEMALE D AND PAN€AtATE PLIES ANCHORS, AS MANUFACTURED By €LCO CON-S`rRLC ON .+7��II0 - t3
<br />PRDDucTs (t'Ar-071 p.s.i.)
<br />H ■■ ".mow ATRRIUM WRNDOWS E DOD INC
<br />MMMN IE A,CIOWS
<br />€ � �
<br />5. ..
<br />1 4'w-20Y3/a` F€.s_ W/ I I I I 3mEr 6 Mml I I i
<br />i d EA / BUTS 1 } T 4 00 l
<br />t L IPj a +' I `✓
<br />wYNo eANr e, ac. i 5LA-
<br />Ill
<br />...nL-1 Y I p E [ 1 R I t
<br />« •- ` --! '� « - 1E. 1' I SFE 5c„F'Dlxe T 1 SEE CPSiRxIF 1 .FS :� E SEE SC,ld11,AE I YI +sC
<br />HLfIE 4 BEHi]WI -` NODE 3 2 t2. - _ 1 {AL LATE La )BON I � p �r I Ola SH EEr 25 I w F _ E ** aN s�cr 25
<br />-3 - +- )Ci END PANELS I - . mAk S /#••+a/S2
<br />FIxI CONCPEEE Aim WARY 9E LOCATFL ) FOR Wn. FOR g Iy�-
<br />_ 11pyc 41%" + I ,/'I W # I SRE a7EEa4RE N +• I i9n I TIFEi MUT •
<br />- t Malr. t _ --. uY SEP+V:ATCN p /
<br />TO GLASS.
<br />t S. Ir I M. TJt3Y'/ 3 ON STET 73 r I TO C1AC4. I E+h)C,' OVBE/P
<br />ON 2rr: FTDF ii.�=O E91C A7 END t ` LAST PANEL TO BE IHS:A LED AT EACH 4 VII.r ! - 1� HKPf O iaAi L 7/5"w17
<br />i` Afx,. } SEE SEOR0N5 ON 5HE7S 24 r '�- RNIEYUEkR PANF2.4 1 TO CU63, f 7' S� ( TO C,LAS`S. I 7 . •x3 I"'Ht7it Wc. sEPARAT,wN M' s�Iu
<br />SM NOTES ,-rn'S DR(1W/OR MJt> � €ADLITA IHSALLATM I 1 T I "' I T eh7c!tlR9C1P < i H
<br />�J v 'x HAS[ PACI¢_L ('1� i0 � ,�L€B hT Fi+I;H CpETiIIK: ALWAYS BE PROVIDED WJ I t �r �- t - I - tiVWAFP t � � I wMC
<br />swT,� BE PRO ou) W/ PI - Aii N FOR SERIES 1090' IF INram TO Be rtsmLiR mom ' , A
<br />TYPICAL EU3MON FORJE ES 2000 REAR HANDLE TO FAGT4JTAT'E IISTAdLAA71 NSNOE f{ g7µlD.CTURF ( I ) T
<br />° sDTRe°Irn asED ER°M -Z HANG ST+� PANEL C� S'RS?Ell
<br />SCANE 3/32' - 1. _ =HUE 3/32' + I'
<br />I I Ta
<br />Ile Mau GAP - ... `
<br />I a 1
<br />v4- ,w� Iy�T
<br />1 g W/ 0R WlG ®. � T 42 -t
<br />5E AT P END ANDSD I I f I It
<br />SECTION A• -A SCEE 31W - I` POLmm
<br />-
<br />SDAUE1'
<br />(1). DEFIN1.INN OF S SAC 1000: E - Z HANS STORM PANEL SYSTEM CINStS-LING OF PANEL + (xICRETE d I ! 1 -
<br />E ""-`I t-7
<br />rItACKS AT TDP & PANELMATE PLUS OR 1 i' LONG ,sue
<br />NwNa0). , - E -- 2 HA STORM PANEL SYSTM CONSISTING OF PANEL + �A � RIJTTOM W/ P IE:(-rAATES. , 'END PANELS SSHALL ALWAYS BE ODNhECTED TO WALL BY MEANNS Of�' I I fi-,/#f-2�y/4'yl�, � �" I,A4v-ana7f4COn1, TI{S TOP & BOTTOM.(2). -"* NUT aR/'
<br />PANELMATES OR,, it USED NTLY W/ 15` LONG TTL4CK AT BOTTOM. END PANELS 1 4"l=�20.Y/+" ells. 25) r>3e 0„ I/,tY-mks•
<br />(2),IVD PANEI.i SHALL ALWAYS BE CCU TO BOTTOM! TRACK OTHERWISE A STOP t S{TALI. BE :LYJNkEC'TE(D TG Wf T/a'r-204/4 .S. Wl 7,/& 32' / a1�..7/st• MaC -... - -_ - f �3 � - EI/ {�€
<br />6 SHALL IE PROVDED AT TOP OF SUCH PANELS. J 1' pEp (CEIaT AS 8fi �•F".�3/C EO E-C �.. I I DES . ,e.s y7/It ANTI i lEda.7
<br />WING NUT OR i{4-` 570D3 min. HU 1NTCi TAP 2 (ETC ��
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECT N MALL CONSIST OF DESf:RIBEO ON NOTE (3) ItEI.OW). 00NNIEE ANC21"M % NOTE 1 -
<br />1/4-0-2Ox3/4' M.S. W/ 7/E-00/32- WING NUT OR 1/4 r3/4` MTrs. THUMBSCREW (31 FOR CASES WHEN END PANELS ARE USE JOINTLY WJ 16' LONG � AT (;� sct■n E � - � Her efE � _f (W a�R SM a, 9st}T' ar0 fi
<br />INTO TAPPED BOTTOM TRACj(. LOCATION OF FASTENERS Hia.Y AT EITHER OF TWO TT{Iu BUr END PANELS ARE NOT CONNECTED TO BMW TRACK , STOOP € AR '" F � 2 W� AND DIRECT MOUNTING G I�I�'i- � D
<br />FIAT FLANGES OF END PANEL- .�iFNAtA_ BE PROVIDED AT TOP OF SUCH PANELS, a
<br />(4), IN CASE THAT EINC PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP WALL MClLINTING INST_ MOON Z--.
<br />{4), FOR INSTALLATIONS MIEN END PANELS A.NO SOME INTERIOR PANELS ARE G'ILY ��- �1 nOR TO CEILING MQUNTiNG iNST. j��CA��jjH,(p'�HNTLI�NG Ii�57'.
<br />1S ONLY User AT TtiM' AT LEAST TWO PANELS SHALL BE CONNECTED TO ECDTTDM TRACK MOUNTED TO EXSTING SILL WALL � MEANS OF PATNELMATES, ONE INTEP "e PANEL. yS,�'�TION �' � SCALE 3J6m'1- II aL,kiC.ELTcsa-s
<br />TO BOTTOM T'THA,CK M7HA'Y� OCCUR AT ANY PLAITS. LOCATION, P ;S MAY BE USED DOFt+ITE-Y WJ TRAC4C 2 AT SHOWN ATTFLEy G BOTTOM ' TO WALL
<br />USING SPECS INiki:ATEO ON NOTE (3) IN SUCH CASE- CONNECTION OFBOTTOM
<br />w/ IWO PANEI.MATES I"OL.LOWRNG NG SHOWN ON ELEV;Ap"IOUN AND W ` A�3 1 J2' /a 13/4 g .eft: SCAAt.E 3/8�1" SCALE
<br />3,dB••t`
<br />SCALE 3 1
<br />Es
<br />(5). SEE SECTION 1'. 3' & 4 ON SHi= 24. SEE ANCHOR SCHEDLXE ON SHEET 25. MI+1. EDGE DISTANCE. Filet TI4I5 INTERIOR PATE'. 4N5E0 .lO T,_Y w 2 INSTALLED
<br />�� v) 4D �€ I, - FOR
<br />NOT NEED T1':') BE CONN+iECTED TO 2 BY ANY MEANS. TRACK SI"ULL 3+LS. TAL.LEE1AS PAH ,S (T_Q� LEFT & fm(ff 5DE OF I TERROR Pam) LAVE L-.
<br />{J 4 3 iF, '.F RYA. - I�e ,, -M a YLL FETANr D iSY 2 u6TALAE,[RN TIDE wt SLEET 23. ^,aa �,5• ....,,..i f4yi FLORMA 9U�LA#0 COUP' (High Y+Noaliy Nurrfcoy
<br />t�``ts1 :• �Ary ftORiIZI RilILt31NG CODE Hi YaiGctty HuAYtcaAle %ate
<br />ti x oases rxI€rn Fc E-Z HANG STOtt1d PANEL SYSTEM 0t VAL $ (��(1yloxs � Lei ` � v2M 1X?rZA W- E--Z HANG STORM PANEL SYVM tM
<br />,. 6' •'.' s• I%NWN Ems: i ifflfE E'OR (b1�INA>30H! oc 1s- lt t10 6MR CHCMAI,CEID lmm um "Jej EI•
<br />r" AAar IALYAA,Om arm mewl _ _
<br />A �r a••`•� ATMUM W NDQWS AND DOOM INC. � -1` ��t . 0 TOP BOTTOM CO& AED IN. ANY WAY Tc'"GS CAN
<br />O SUM ANY 1V R ¢� �' W. 1'9R 1 S� �# ; �i; aF�� �L E C 0 IM+e. iiiUiA 1MI11 o rLAND4 DOORS INC.Ilfl 3;
<br />�fyJfA P,r3rE: (as+N■1-�s4s FAX taste -Fees DETAIL 1 E� - a�oE 06TAN E aN �R p 4 ' aee ,r s ael w1.w R crw A PHONE, (ae4Ne+-r.4, m ( )mm-wc C•
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<br />- PAIIUAATE Puz W/
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<br />NN'A37iR OF PLATE AT 5'B 199 2MG OR
<br />ALtTE fEOLMREO
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<br />2O 14-10 PAHHHAIE FRLDS W
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<br />WALL ilC1IlNTING
<br />lLxo,MreiE[RATNOM
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<br />WALL MOifNTING �, � RED
<br />ALT�I''W
<br />SCALE Ij4~-T
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<br />SCAL tt/4".1'
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<br />I. NSTA LA- ARE OldY WHAO FOR BUILDINGS *TM AS.O. Dill LQVS-
<br />up 10 + .0, -7e.3 pee mo PMII3.'S LEmm UP M
<br />2. COLT WK W+;01) FRAME 0CNSTWJCn0N, WOOD MEMARS TD IA SOUTHERN
<br />PM N. 4 W/ SPEWX DERSLTY OF 0.55 OR EWAL
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<br />.LS PANEL re OONHECL�'TW �3 '(�A�BOT�iB. t'WAN
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<br />& AHCHOR LOCATM
<br />WARY TO '.TAT AW NSTAlALCN.
<br />som-- 1/#' . I'
<br />NOTE
<br />: SHJTFER TRACKS NOT SHIM MR CLARTY
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