|
--ANCHORS (SEE SECTIONS ON SMELTS 17, 18, 1916 ZD) ----- _
<br />Af77, 3+ IL ffi7/t7; A8f17,
<br />s 7Aw/Ia t saw/m ' 1> /1s 7eaTfsi a UW/w 1•
<br />I a 1s 1 0 o O 1 O o "i� C i
<br />•._. eux. wo mur a l IA N" NIB./2WIT. a/14 W11
<br />7'YLHYIN. 1AW/4% TID/19 & 00/20i lbYf2O YI.,,,:
<br />---•---,••,.. ,..,°»` (SEE SECTIONS ON SHEETS 17, Is, is k�.`...-
<br />=12bi AZ EOR UFE SAFETY STORM WIWI IM910
<br />SCALE 3/18•.1' - N/,r wL CW.
<br />SECTION A —A
<br />SCALE 3/16^-1'
<br />MAXIMUM A.S.D:
<br />Mm4. PANEL. LENGTH
<br />DESIGN PRESSURE
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (P.e.f.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDMON
<br />+55,0, -72,0
<br />8'-$"
<br />2 3/4"
<br />UNBOLTED
<br />INSTALLATION
<br />DETAILS
<br />EQR 9E ONN
<br />14 EXISTING
<br />#2 FOR L+FE SAFE JX
<br />WOOD STRUCTURES
<br />MRM PANEL SYSTEM
<br />i a 1$A9ER
<br />r `�,,�,,�
<br />HEAD1xE
<br />� .•
<br />IRA08W �� ,,,, NEARER
<br />Tj410 TAPOON O r 0•C.
<br />tt i' r• "-"W/.7MDC:.iH�EADED.
<br />tHN AT RO00
<br />!
<br />1 :: ,,,,
<br />+" : �,i t
<br />1 4"4 U t" i r O.C,
<br />1 T -KITH. TNIiADEO
<br />P� ON At VpW
<br />:. `
<br />'. "
<br />/ y
<br />9/A`R TAPCOM O. r :O.G. ,. _ i ,-:, 1..%'n TAPOpN i 8" O:C,
<br />•....._.`�""I,
<br />1 t/2 TAN. TNREN$ER q /
<br />-w/I Ile WIN, 1NREADEA
<br />PbQE1""I AT RYWa Y. i
<br />\ HEADER
<br />A ,lr
<br />f
<br />HEALER
<br />1 4 a .
<br />5 / A f
<br />:..; PETEIRM1TIaN AT TNOR
<br />HEAOQN 1 VaT/IDFA
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<br />pl PAW l.E1KON f:IAB'S Ya NIAta
<br />�. ow it;i
<br />(SfF Hai T BELOW)
<br />AN SUINNUM
<br />; TO. musk
<br />I �. PANEL llDN2/N' f1tA55 •.. '
<br />ON SWIT no MAIL
<br />[ (SEE NOTE.. 1 8401W)
<br />Ae. fOAPABMN f
<br />1
<br />EOU5TPf4 TO wAar
<br />CUSS _: ON Ral6 it) i
<br />W N17E7 if1' I {
<br />(
<br />1 PANEL tENONN r PANEL LI AM
<br />_ NP: y[PAKaNN
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<br />!a'ee3J�' " MIT - 7/8'Y+13/]2' W&NG NM
<br />-¢ 9 k 3/32' TMIO IWf
<br />4 11
<br />} i 12 i/r 0.0
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<br />f W/1 T WTI. 7+A0ED
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<br />f
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<br />W)} 1 2" MIN- 1NREAOEO'
<br />POh�ff1RATIOa AT I vmm
<br />°s t , S
<br />�" )_ 1
<br />j
<br />OF PLANE 67
<br />' MIOW PLATECW I
<br />MATE
<br />'
<br />RATE-i.
<br />{
<br />•'
<br />W170D CUTE
<br />a �13
<br />IOOD PLATE.
<br />: ___ A Rm
<br />.....__._..._.-
<br />w000 PLATE
<br />Nr,
<br />—
<br />R5 3N
<br />a
<br />Ei4I! BALL
<br />A
<br />l 7i11
<br />SCALE 3/8"-1a.0
<br />MNSM MA ft
<br />SCALE 3/8'-1iB
<br />SCALE. 3/a`-I`
<br />'... b015(aIf
<br />4 W.
<br />�
<br />SCALE 3/8`-f<.
<br />FLORIDA BUILDING CODE' 10 h ValoaN Hu Zona
<br />1, INSTAUATIDN#.ARE Mr WILD FOR BLaROOM WINAS•O.
<br />UP 1n .353, -729 PSF AND PAfEkS LEN61N UP 10 e'-e
<br />MMIGN LOAM
<br />; y'
<br />ND. 4
<br />: pT
<br />no
<br />Pmro rdTEOR. we 20 GAGE OALVANIZED STEED. STORM PANEL
<br />FOR DIN' wow FRANC CON TON, wale MEM@GRS 10 BE SDNIMFRN
<br />PANE NM 2. W/ SPECIFIC 001SW OF 0.55 OR EQUAL
<br />- -. -•
<br />"C
<br />'. - Vow sr.,
<br />---~- Nn
<br />PRODUCTS, U.C.
<br />Q )NGLOBAL PRtiTECTWNC. ,IOa se a1 siAFii 1Are
<br />t COMPANY VAIL
<br />krFNk++ANfo
<br />a4w� xA n�mN nNs E i/ffi+) Ta 4 N=kc' 054>mP-oln 20-176
<br />As, RN. , t',1f
<br />P.E 9AL/N=ia:1E-
<br />4a Plrl� as r. Ma MR41a Na.
<br />WNLILR A /A1R µ, 7'E m.^ •" • - .SIFT N Rr 4A
<br />7/A` 7APDOT ANCIgNs 1JK• TNPCONCNW M RS 1J4• TAPCON DITCH I * TRPCQN
<br />OC. OrD.C. O9'0.0.
<br />PQVRFO f. :� POURED 4ONCFIZIE_ ' Pow" CONCRETE; � X I'IXIRFpji'll-
<br />NI011.= REQUIREDOR CONCRETE
<br />1` 1!PLOCK REQUIRED
<br />EO!0.e
<br />' Ar, N]AARPN "' e i ^" `` AM. AVAAAww TA u^ i N4N. AtrkNatN m I U -ow AA ' `m
<br />7vNN i I OTA•>0m, Iak j NOSr .,
<br />GLASS GLASS I
<br />j a ( I a
<br />mn' �.. �h: •._ �
<br />4an �0 I .
<br />N } eIPLb
<br />ItY
<br />I
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<br />a .__ _.� � .__...!_._ � � \/z• - ; _i /4'r-2OA3�4^s.s. N.s. wf 'rr� 1/a°r-•2aai1 a.s. N;s. w/
<br />)_.. 7Myn2Rx3 o NUT 7tASTBR I I ff3'IA3/3z' SING NUT WA97 EA
<br />12 4 D wit � 1 �,�f8'o x 3/sz` wk�x % �x• B j+, (BE'/4k6kiJ.
<br />ASHER B 72 I/2' O.C. ( fJUT wA'pPER ( !C) N 7 4 TAPCON. ANCHORS � '�1 7 4 UPCON
<br />TAPC-0N ANON�S T ,' FM5d7N MICIJDNS 2„.-„
<br />7 :......"'�4 1/2 O.C. a, 1/1E`..._^�'(^_,^
<br />(STA .OD D w/ STUD) i51Ki3 w/ 1)ETE
<br />.,„.,pyURED CONCRETE ?,-;... ,, 1URE6 RE(NNiREO BtACN C•OAlN3aMOI, OOONCRETE
<br />mm
<br />REQUIRED REEILARED
<br />.. KWLIATION WALL 2&
<br />BLaOK
<br />NA UMAMNO INsrAUAM NAL,L #jQUNtlwMAUAM
<br />il!SD B ! Li£�SA M PANEL
<br />SCALE 3/8'-f' SCALC 3/0^-1" SCALE 3/81-1" SCALE 3/8`-1"
<br />SEE 0103 IR t 20 TOR NCMM rm6 • Amm In I �yow'"mi &y
<br />wow ut faTALmw1s 1Nro rwaD j
<br />Ymm NN"Aiaorm= AM PTO am PAS
<br />'m6 �i E „E �14�-'•.;$ y,�
<br />w 1AE FOR ED (ESS wx Nl wro ON 9.a.NMd. Y _ FLORIDA BUILDING CODE h 'Ve(aaif (#urticana Tune
<br />5N2RLLKE. RFauLT iNR2i9F sPAERB an ' .+r 1rin fhf a S. -
<br />WATPI.m o=SWING4 srm ON SaiaalA2 At>R21. Si:.OFAtE ' CIO. 41.: _L * _ eRmv naEcc. INC. 20 OAGE GALVAMIZED STEEL STORY PANED. €v.
<br />SV m w:
<br />N' THE FUu01NfN0 FMCIaIB. MR MIS i �. �. ,TINY �. � .eks �-•••�••.' -. ay
<br />OPERYW71 10 8E PEA, RLi, REaIrt€0 --.-_ :,�..,,....,,�„�„�.._ -
<br />aPAEak aatawa L1iN4 FACTOR SWa1.%qY R try` - '3 :. $ "( "
<br />iz SONS THAN WRIAN Aa�Am1 .•'� _._ � IL E� ♦ �t GLOBAL PROTECTIpN PRODUCTS, LLC. CAM
<br />MR 1 ANCHOR' TYPE ON n%A swwor 3' "° i"7p ;: R{ - E Ve`.O 2Na. AM ee�a1 stnlLY
<br />31Ar '"4y�F•• ,.+•. w«, aNn. x. •aoAa n_ Ne+N+E; (abHTat6, FAX. CssA7aSR-star 20-178
<br />_ _. -... &AA,F NA-k.N.f(1Nur.AW.araiArwNA1' r A. CR,aVNa Nu ::}.Y it Hie
<br />-.
<br />1, IRSIALLAMONS ARE ONLY VAUD FOR BUILDINGS WITH AS:O. DESIGN LOADS
<br />UP TO •F55:5: - 72.0 PSF AND PANEL'S LENOTH UP TO W-r.
<br />FOR NEW WOOD FRAME CONSTRUCTDN: WOOD MEMBERS TO RE 3UUT14DW
<br />PINE WO. 2, w/ SPEC M DENSITY OF M53 OR VOLIAL
<br />WALL mougntic
<br />ig,. SCALE 3/1ra.1` n antra• nNn, nula .arms. a�:�. r
<br />INSTALLAMN QUAILS EQR OPTION 02 EQ8 UFE SAMY STORM PANEL =EM
<br />IM EXi$MG POURED CONCRETE OR CO,NGRETE BLOCK 5MUCTURES
<br />i 4 TAPCON ANCYWPS 1 4 TAPCON ANCHORS�..r D.C.POURED
<br />CR>11.00K �y COpCAEIE&OC3'f'i {
<br />RFAUIRE4 `` REQUIRED
<br />t
<br />NkAk I
<br />F
<br />cxw
<br />GLOSS
<br />i'no,
<br />OraAAF
<br />i i S
<br />I � "cl I
<br />r t
<br />_ 1,-wo PANELNATE PLUS wf If,-iO'a PANEWMTE PLUS w/'
<br />WNO NUT AVIBHEW Y ^e A 3 W WIG. Na V0TA471'
<br />f as1/4^ae,
<br />BLOCKm ACQUIRED
<br />WAL
<br />MOUN
<br />NO wxN�• I uFrE PAHEL
<br />SCALE 3/8`-/' 1111N SCALENOW 3Jr..1a
<br />�. tiR
<br />ot
<br />Sit SHEET w Al 20 FOR ANOtWM-TWA a. - i '
<br />SINNING MR INSTAu AMONS Nib WOOD mcNN a V -C •':• •t,
<br />RaAIe splulo a. wn A "sA m. 3 3 g
<br />Melmw AM" 11PAON" Am WNWa ; - ND. 44167 +< S FLORIDA BUILDING CODE : Hi h voloat Hu *an* Zone
<br />FOR! CA, mm yew SCHM" A axe ON xsn kwa ak..r wNk av 3 a rya s * t _ am mmx. we 2D GAOL GAILVAHM S{E£L STORM PANEL F.P.
<br />NAATIRTRIa SPACYIG SfWwN an SLTNTR" AMMILEC O'AaE aI1MT4). RiCMIt :, ]'ATE . +a: g oa1N" ar:
<br />BV 1tIC faLLOtaTK RXi TiYN - �•.-•,•• :--••-•.•..•-••-
<br />aPERNatltw m - �!G�.'._._y._._.li
<br />TORT = 1_tIH�II. PRQiEC7i0N P?13F{t.1'Sr LAC. aT �.
<br />ORYARNO MMV4N; FAOTON SYNN:1.'IAFT n-1 ..���7A Ar"•.•.• �
<br />lL E Ole 0 11EG.
<br />aE u3s TLIAN awAUN sPAewa 1rnDusD s I m �yAJ ONAL TAt 1 SalrvwRi 1
<br />1wN E%sN THE -LAN 1NH AS = FnNNAN as . Cm n aHr, P 9 i& {oa4}Wk FAX lRx+)n v-apvT 20-! 7B
<br />a1 x- i7wr, 9Rt+Nk4'. Ir,f .N}i Oar r 0-1 6
<br />. r4L SBK/%gNAitIN)WTE - rarmr4akla -
<br />TER .kE • Ml ` . mm to or 24
<br />GEnNI RAL AM VALID 7 Fi" S' M SNOJOU
<br />1, E-Z FANG STORM PANEL SHOWN ON 2FIS PRODUCT' V44M1T)ON. DOCUMENT (P,E.O.) WAS BEET: VERIFIED FOR COMPLIANCE W a4) MINIMUMGON DWDMW OF TAPAMCN6R5 AND PANELMAIE FEMALE TO& PA1ELWE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2DZD (Ah EDOK3tN) OF THE-FYQRICA BUILDING CODE. BLOCK SHALL 1E 1 1/4'.
<br />DEMN YANG LOADS SWILL. BE AS PER SECTION 7820 OF TWE AIXfVE MEId, ONED CODE, 8.2)' NOtlRiLB,T EMBFDMF7Nt D)•:. 1/i"+f x 7/8' CALF(-NN ANCHORS SdfAtC.. IS 7f8' VtUO CONCRENf:
<br />...FOR , WIND" SPEED AS ITEODYRED BY TFTE JLNT u N WHERE. THESE SFIUTTERS TALL TNSTAU.ED AND N4 EMBE:ONENi MTO ANY FINISH AAATERIAL SHIAL,L EK PERMITTED.
<br />FOR A OLl2E;C7K>Nr M FACTOR Kdr0,Z5, 05ITC E 7-7 MOM SNAII FmT EXCEED THE MAXIMUM (A. T) I JA` a-20 �i SREwAUK' 8OLT5. (Sen SNAIL6. RE LONQ ENOubNO",•iNAULO ANY PNNtSd^t. kAtERW. SxlSfj. TQ
<br />DESIGN PRESSURE RATINGS IROCATEO ON 5H&t`TS 25.:dN 28. ENWGE SI NNTD ANCHORS,
<br />IN ORDER' TO YERIF"T TE/E ABfi�E CONDITION, UOWTE DESIGN WIND LOADS DETERMINED PER ASCE 7-�16
<br />SHALL BE FYRST REDUCED' N AS.Q, OM" IANO •f<OAOS$r MUURPLYIXi TAM ':BY 0.5 IN ORDER TO M31 IN CASE 1}HAT' FRECAST STONE; OR PRECAST CONCRETE PANELS BE-F0EUN0 TNN THE ETpS4RNG WAU„
<br />TO COMPARE THESE W/ MAX. (ASMI OESIGN FkESSURE RATINGS INDICATED ON SHEETS 25 k 28, ANCHORS tdLN.L. LRE LCDNG ERNOUGfI TO. RE" THE a1AN STRUCTURE BEHIND SUCH PANTS;ANCHORAGE
<br />SHALL BE AS MENTIONED IN 8:1) AND IN 0.2).
<br />IN ORDER TO VERIFY WT COMPONENTS AND ANCHORS ON I" P.E.b. AS TESTED WERE NOT OVER STRESSED, A 334C INCREASE
<br />IN
<br />ALLOWABLE STRESS MR YARD LOADS WAS SM USED M TAM ANALYSIS, FASTENERS SPACBTG TO WOOD HAS BEENSETE1tA11NFa
<br />Hd ACCORDANCE WITH N.D.S:'2015. (C) ANCRORS SHALL 3# INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND -SPECIFICATIONS OF THE ANl3NOf'5
<br />STORM PANELS ADEOUACr FOR IMPACT AND FATIGUE RESISTANCE FITS BEEN VERIFIED IN ACCORDANCE SIM SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE As PER. FF tmmT TESTING LABORATORY. INC. REPORT 1 2032, AS PROTOCOLS TAS-201, 11. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDRESS Of THE STRUCTURE WHERE SHUTTER
<br />TTACHEDTOTO BMW PROPER ANCHORAGE. THIS SHUTTER 94 Ll ONLY BE ATTACHED TO GDNCRETE, BLOCK
<br />TAS-202 AND TAS-203. IISS TOK Aft
<br />WOOD
<br />2. THIS SYSTEM PAS BEEN DESIGNED TO. BE MrAJ.ED KN THE OUTSIDE OF THE OPENING ACCESSWG YHE OF MI49 FROM THE
<br />- INSIDE w/O THE USE OF A UDDER. OR LIT. THIS APPLICATION IS VALID WHEN INSTALLATION IS IAIVOED TO BE PERFORMED 12. THE PWALCATIOW -FOR IS TO SEAL/CAULK ALL SHUTTER. COMPONENT CODES WON REMAIN IN CONTINUOUS
<br />FRC`M THE INSIDE OF 'STRUCTURE- CONTACT
<br />ONTTTT� WITH THE BUriOM TO: PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHVIIER TRACKS ALL. AROUND FULL
<br />3. SERIES 1D00 INSTALLATION IS APPLIColOI E TO SIN" AND DOUBLE HUNG STYLE YANDDL75 WHEN INSTALLATION IS RE01MRED t0 BE
<br />PERFORMED FROM INC INSIDE Or STIRCRIPF 13.. STORM PANEL I0.S'TA LATIOt SHALL COMPLY WITH SPECS INDICATED IN THIS DRAIMM PLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED 13Y THE. JURISOK" WHERE PERM" .
<br />t5 APPLIED TD
<br />4. SLIDER $kM0 INSTALLATION IS APPLICABLE TO SINGLE AND fbtDtE' HUNG AND HOR120NTAL SLIVERS STYLE. 91TNO0WS WHEN -
<br />:INSTALLATION. IS REOUWRED'TO OF PERFORMED FROM THE WSW OF STRLK`R_ 14. ATRIUM WINDOWS AND DOORS, INC. E - 2 HANG STORM PANEL SYSMA' IS PAIM PFi :
<br />5. ALL ALUMINUM EXTRUSIOINS.TO BE 4083-TS A&lOY AND UAVOER. ;(UNLESS OTNERWI6E NOTED] 15. {qj 'dH15 PRODUCT EVAyUpTDN ROOUMEN7 (P.£.b.'. PREPA(EO BY THIS E�A'rINEER 14 GENERIC AND DOES' NOT PROVIDE
<br />- :INPORMATKNI FORA N. 9F'ECITE PROJECT; i.A. WHERE THE SITE G0N6tn0hiS DEVIATE F74Oi.. THE P.&0,
<br />8, ALL ALUMINUM SHEET METAL 1YSED AT CEGSUAES SHAi.L HAVE ;10r-•FIRM ALLOY.
<br />(Ni: CONTRACTOR TO DE TiE5P4NSNBLC J'OR. THE SElEGT1ON, PURG9A5E WNO TNSTAti3ON iNCLLICINO Lrt'E SAFETW GF.
<br />7. ALL STEEL 91NELT METAL AN SYML1 " SRRN A- M' THIS PR CT 7 P E.'A5 §AYE CTURAL OtTAJT'( StEEL, A51M 883 EiRAOE 50 m,. OAI:A'ANELED STEEL COLA BASED CUR TIO P.E.D. PAT NEJSNE ODES RQT DEVIATE TTEDAI THE CONDRUONS DETAILED ON
<br />rM
<br />DESKUMATK7N W/fy- 58;8 TtAT (AFTER Ti6LCEtT)v THIS ooetIM1ENC CONSTRUCTION SAFETY.AT 911E 15 T1`1E CONTRACTOR'S iN;o-SPDw82&tY:
<br />8, ALL SCREWS TO BE SIANNLE58 STEEL 3W OR a;$ AS SEAMS OR CORROSION. RESISTANT COATED CARBON STEEL. AS.. PER ON (C) I" PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVA)0 W MODIFIED.....
<br />3OD S W/ 50 MAi YIELD : 1 1 / YI STRENGTH AND Aa TENSaE STRFSHITM & SFNLL COMPLY w/ FLORIDA BUKOWD CODE. SECT10H1. 2411.3:3.4,
<br />(d) 51fE SPECIFIC:- PROJECTS SHALL 9# PREPARED By A FLORIDA REGISTERED ENGINEER OR41CONTECT WHICH WILL
<br />9., BOLTS TO BE ASTM A-307 GALVANIZED SSICE14 OR AM 304 SERIES STAINLESS STEER., WRH 38 NN MINIMUM I= SMENM, BECOME 11E ENGINEER OF RECORD- tE.O.R.) FOR THE PAOIECT AND NO WILL W �.E FOR tK PROPER..
<br />OF THE PEO. AS
<br />VX ANCHORS TO WALL SHALL SEAS FOLLOWS, SUBMIT M HIS EAUSC A TEp iTK;INFiA TO fiaE P:E.O. ENGINEER, S•W C
<br />R T� SITERSPECIFICRO DRAWINGS FOR REMEWACTING
<br />w j(Zp{LR11Nxam (0) 1WS PED, SHAME BFhR iNNE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE ENOINEER OF
<br />- 1/4'e TAPCON ANCHORS AS MYNUF:--WRM BY IT,W BMDEX. INC, (MIN. e-3792.A.M.) RECORD THAT PREPATIED-.l
<br />- 1/4. 0 X 7/8- CALK -IN ANCHOR,BY DEWALT INC, (MIN, PC-3000 P,r.L) Ia. STORM PANELMfiAHUF�Rs LAND. SHALL BE LOCATED ON A READILY VISIBLE: LOCRION AT STORM PANEL IN
<br />- 114-10 PANCIVATE FEMALE M & PANELM}ATE- PLUS ANCHORS AS MANUFACN)RE0 '8'f ELCO � PRODUCTS. ACCORDANCE " BEC'04N f709.9.3 OF FLORIDA BUILDING COOS, ONE LABEL SHALL BE PLACED FOR EVERY OPEMND.
<br />(t•C-3m ps.l,) UBEUNG TO COMPLY WON SSECTION 1709.S.2 OF THE FLORIDA BUILDING CODE,
<br />A1) MINIMUM EMBEOMENT OF TAP ODM A1dCNNOfi^s INTO POURED CONCRETT SHALL BE 1 3/4` AND r FOR PNNELMATE
<br />FEMALE 10k PA ELMATC PUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4' 9 1: 7/8' CAX-LN ANCHORS SHALL BE S. 71e' INTO CONCRETE•. ND EMBEDMENT INN
<br />ANY PMSH MATERIAL SHALL BE PERMTIM
<br />1/4' 0-20 SS SKEWAIk BOLTS: USED SHALL BE LONO ENDUGN(SNOULD ANY FINISH AMATERIAL MST) TO EW49E 3J4' m
<br />WI
<br />NTD ANCHORS. BAN A
<br />A3) IN CASE THAT -PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE Va"N0 WALL. OR ^
<br />AN FLOW, CHDA$ WALL BE LONO ENDUON 10 REACH THE MAN STRUCTURE REMAND SUCH PANdEL& ANCHORAGE SHALL �..'-N�.
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<br />LI M .. !� w - ► (2), ov4o PANELS SHALL ALWAYS BE t2NNN£C1EO TO Nx1 SILL.wA,L"$Y MEANS OF lmk' #/{'a"�''
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<br />1 1 S1MLt 9E PROVIDED AT TOP OF S[M$A C SHALL E C(DNNECIEO ro JCOE) w/ 1/Aa-20rifd^ Ms w 7/ J3 •
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<br />j, (3}, IF END PANELS ARE CONNECTED TpQ B•OTiOEF TRACK, CONNECTION SHALL CONSIST OF DESCAIB€0 ON OYi
<br />e-2Ok3j HA.S.e23/32 WING NUT OR IWA'8ks/4• MIa TO MBSOREW WAt..t... i UNT1Ni) i�sl`,
<br />-- IHTD 1APf ryY, rIOTTOM 1 i!)GATION OF FASTENERS AUY DIE AT EITHER OF TWD (3). FOR CASES wNgENN iDNO PANELS ATE' iJSE JOMtLY Wf 15' LONG TRAF,!(Q AT /,`� �N �, 'iE! (.a�YEj�+�{ ��f•(��e )HST. �U�S-CUT dAi)i! (RIG:. rPi�i•. � M�
<br />OJT END PANELS ARE NOT CONNECTED, TO BOTTOM W, 11 t�ii +L STOP BAR E ,itiiN 1 V SiAIE 3lBap W
<br />.EXTERIOR FLAT FTANQES PANELS EN0 PME AWL SHALL 8E PROVIDED AT TOP OF SUCH PANEI^9. �.
<br />a� (Ark >g ONLY USED CASE 790 A70TOP LEAST T P�SHAid. E CONNECTED 8011100 TRACK TO BOTTOM TRACK (,)• F'OR RISTALUIIONS WHEAT EHO PANELS AfUO SOME RLiERK-M7 PANELS ARE ORECTLY SCALE StJ�BM-1l} $ , rt11\NINUTIN SCARE 3. I.
<br />)` USING SPECS ofmm TED OU: LgTi i3J ABOVT. IN SUCH! CASE. CW=ION OF PANELS MOUNTED TO £xUSANG slu WAU. HAEAHS of M ATOXHINA. ORE 1NYEkiAC PANEL
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<br />A T WY MAY RE USED JONRr w TTbACN 8��7 AT 6OTt9u ATTACHING BOTTOMAl:CK 1V WALL ¢ x A eA gc aN ramp k �� An
<br />ib BOTTOM TRACK WAY OCCUR AT PANEL LOCATION. w/. TMTT PANELMMTES F0 SAFIXFN: 51N1WN ON ELtVA'RON DWI(/ (/��J3 D10/26" y E a+ Tw8 • g �F t� to .NrAs 2` oA ��.AA'.��p A T/; f
<br />(5). SEE SECTION ,•, S' B ,' ON SHEET 21. SEE ANCHOR SCHEDULE ON SHEET 25. EOCE DD.TANCE. FOR THIS OfS INTE780R PAf&L USEB.J. RYSNALL BE
<br />'01twou"AIV, NOT NEED To N CONNECI (T t %E BV ANY MFN .r. 1RAdc NNSTALED ° ILRaw,wNr TmE aN vNeT u. `3�.� GE S ,KyS • rSQ' .a55` TOWN•) ,l` '�,CEN, :'T;� - �w".�fCp, R Tt f. _ TES 1ICHEIR tT"'OWfFL RENT PAO'LLSS (1 LEFT & RIGHT 55If c)F roR PANEL) HAVE t,a,,�i : `' N+FI;''•^/S �y C
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