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<br />ANCHORS (SEE SECTIONS ON SHEETS 17, 16, 19 Ar 20) ---- INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />SA/11. 4A/17. WIIL
<br />hbx/17, 41/17. 01/19. 3* MAX, INSTALLATION DETAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM
<br />&W/19, 7AXIIIIII SWIM Iniver/19 a OW/M INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK KRUCTURES
<br />INTO EXISTING POURED CONCRETE OR CONCRETE 13LOCK STRUCTURES
<br />114;TAPCON ANCHICAS Ile TAMCGIN AMCNORE 4; TAPCON AFORM
<br />Ir O.C. D.C. 0 TAPCON ANCHORS I/e'. TAPCON AIKNORS
<br />POURED POURED OX
<br />POURED CONCRETE 0. = mcom"M OR =RETE, POUKO w COOK M. �/,$ FEE
<br />BUOCK REQUIRED I KOCK REQUIRED _I BLOCK REQUIRED BLOCK REDUREID ; F-C IIle 1/4' oumaFmci. III L/e
<br />IE.D.0 0"0 BMW IFEIIA MAX Peonak I'gar. PALNEL LENGTH I ESWTtPr ATW (SEE SCHEDULE) IGLASS I IIPARIS. now cmm I3 MAX +31071 Will. Wis. 3- Z: BROAD I' ANCHORS (SEE SECTIONS ON SHEETS 17. 10. 19 & 20)- IOPTION #2 FOR UEE SAFETY STORM PANELCD ELEVATION ED E 0.0 E-D.. ED,* SCALE SlIV-1- L -A 2. Ss, Ms W/ 12' M.& W/ OF /32 MM FRUIT WASHER WIND NUT WASH" 1/2. os!t Mal W-M LIFE SwEn, 0 72 Oe II3/3 WW4 (BEYOND) 4A. . "M NVIE'v 3/32' WING, NUT WASHER 0 12 1/2- D.C. NUT WASHER 2cor�040) fi410-0 AAAELMATE PLUS W/ 0-0 PANEIMATE PLUS *1
<br />-IA-0 ;.5/32' WW40 NUT WASHER 3/32' WAG NO MIS�
<br />I/e TAPCON ANCHORS TAPOON AW"0RS _44" TAPCON ANCHOM 6 I I oe, 6 4 Ilr O-C D.C. 4 itr D.C. (STAGGERED W/ SILAD) (STAGGERED W1 STUIL) 0 4 112- O,C eouKD CONCRETE
<br />EMRM -POURED CONCRETE PWRED CONCRETE FOURED CONCRETE -FIGURED CONCRETE
<br />OR CONCRETE BLOCK on -POLNtED COMAM ON CONCRETE BLOCK OR CONCRETE BLOCK
<br />it CONCRETE BUICK OR O� BLOCK OR CONCRETE BLOCK wotmu REQUIRED
<br />ROXOM EQUIRED REGUIRIED REOLOn
<br />SECTION A -A WALL ING IINSTAILLATM WALL. MOLIUM INSTAL1AWN WALL MOLIONG INSULLAMN WALL MOUNTING ITLLAWN WA11 MOINTIING IINSTALILATM WAU ATION
<br />SCAUE 31IC-i' MM ILIANFL SECTM 5A "Em"
<br />3E""EL 0 LIFfiWAFENTYA
<br />0 ME 0 0"ANIEL IL UM -PA 0 REGULAR PANEL UIFIE SAFVY PANEL
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND SCALE 3/8'-I" ScAUE 3/s..'" SCALE 3/8*-I* SCALE 3/r-I' SCALE 3/8--l- .. SCALE 3/0--i-
<br />CORRESPONDING MAXIMUM PANEL LENGTH "Lee SCHEDULE I01*111 snow 104 nrmmmmrin& SPMM FOR Ng?�TPIPS WD 9= tvvw Sw ow 14 20 FOA ANCHORS TYPE A his" Tot Wooto no NO. 44167 PPAK ILMDO& mom vacto 00 I 099NJA71M IIRO WCOD FWAC VJADM mwmw AN*" V%o= AND Was" No. 44167 WL *am 2-Wo 00 velocity Ku cons Z*n EN Gone Zons)l EDGE ontAux Am INDICATED ON tm FLORIDA BUILDING CODE (1091i so"" PON ED wiss THAN MWATED CN A,= p') J3 FLORIDA BUILDING CODE Qfgh Velocity mu FLORIDA BUILI
<br />0, MAXIMUM A.S D. Mox. PANEL LENGTH SCHMAUE NEKU Now SPACRIC By SCHISDULE MR LD LESS THAI omwo DESIGN PRESSLJ L (ft.) MINIMUM SEPARATION PANEL tax, xmm 20 GAGE GALVANIZED STEEL STORM PANEL "TOL"io SPACING SHOWN ON SCHEDUA CIA, am agwo "am %o. 41 20 CAGE GALVANIZED STEEL STORM PANEL 11C1301" Rex" ANCHOR SPCM IN 20 GAIIE 0
<br />RE TO GLASS CONDITION DWAIN wt. v no FOLLOWING rwm FOR THIS *POW w: MULTIPLYING SPACING "a" a" SCHEDULE Room LA post voroce 11 TATE -
<br />.0 (SEE SECTIONS) OPERATION TO of 00$3" ARMED lk *. NY THE FOLLOWING FACTORS. FOR TOM 0
<br />RATING (p.s SPACING ONVOW UWC FACTOR SMALL, 1,1011 OPBWM 10 IK POSSIBLE REDUCED 0 �,j
<br />at LESS 1401 Me^" Staceas mwm SPACING cow= us" racmt We" MOT I/r - . OL08ALPR
<br />+55.0. -72.0 UNBOLTED I111PIEC 0 Inc. 6 low &LESS THAN MNOK" SPACING 00"= 111PIEC 0 one.
<br />8'-s" 90 EACH MICHOR OF THIS SCHMAI Sr L INVIL FL 3XII. 'Ir I _ IF , =,� GLOBAL PROTECTION EACH ANCHOR TYPE ON 104 SCHEDULE GLOBAL PR=CT1 2 3/4- ON PRODUCTS. LLC. PRODUCTS, LLC. R, 20-176 --- a Peageorrm ON)SO-on7 - - I, I ____ ,t&. - L
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<br />INSTALLATION DEIAILS FOR OPTION 12 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM 221B& VALID F-7 HMA SMIRIM PANIEL SYSIM INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES I E-Z HAND STORM PANEL SHOWN ON rH1S PRODUCT EVALUATION DOCUMENT (P.E.D) HIS BEEN VERIFIED FOR COMPLANICE IN S. I) MINIMUM EMBEDMENT OF TAPCON ANCHM AM PANEUMAlt FEMALE 0 & PANELMATE PLUS INTO CONCRETE c%j ACCORDANCE WITH THE 2020 (70 EXTION) OF THE FLORIDA BUNLDCNG CODE. BLOCK SHALL BE 1 1/4 C= _-T T' 7 DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1624OF IKE ABOVE MENTIONED CODE. 9.2) MINIMUM EMBEDMENT OF 1/4-0 X 7/8- CAIX-IN ANCHORS SH011 BE 15 7/11- INW CONCRETE. FOR A IVINO SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FRESH MATERIAL SHFAJ BE PERIMITTED. :3. Lai
<br />FOR A DOKCT04ALITY FACTOR KII-0.95, USING ABU 7-1 6 AND $HALL NOT EXCEED THE MAKWUM (A.S,D,) 1/4' 0-20 SS S1"AU( BOLTS USED SHALL et LONG EFORLIGH(SHolkn ANY FTNISH NATO 00 To C)
<br />EVIL ST) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHORS. C=
<br />O' IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-19
<br />ISHALL BE FIRST REDUCED TO AS.O. DESIGN WIND LOADS MULTIPL THEM BY 0.6 IN ORDE To ICONC PANELS BE FOUND ON THE EM G WALL,
<br />A o By YING R 6.3) IN CASE THAT PRECAST STONE, OR PRECAST RIETE STEM
<br />"t HEADER HEADER To COMPARE THESE W/ MAIL CkS) DESIGN PRESSURE RATINGS M04CATED ON SWEM 25 & 26.
<br />ANCHORS SK4U. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. AN040PACE
<br />WD WAM HE-4010i OD, "D
<br />eil
<br />SHAU, IN AS MENTIONED IN 8.1) AND IN 9.2).
<br />I 40 M!!6 j IN ORM TO VERIrY THAI COMIPOMENTS AND ANCHORS ON THIS P-ED. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE
<br />"", /2- IN ALLOWABLE STRESS MR WIND LOAN WAS JIM USED IN THEIR ANALYSIS, FASTENERS SPACING To wow HAS BEM
<br />DETERMINED IN ACCORDANCE WITH N,D_S. 2015, (C) ANICHORS SHALL BE INSTALLED FOLLOWING ALL OF IT* RECOMMENDATIONS AND SPEMOATIONS, S
<br />1/2' 4/4 1/2- Ile Ile I1/4- OF THE ANCHOR' aR ADER STOW PANEVS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS KEN VITRIFIED IN ACCORDANCE WITH SECTION 1626 OF 2. I2. 12- R SHALL
<br />THE ABOVE MENTIONED CODE AS PER I'DAESTRATION TESTING LABORATORY. INC, REPORT 0 2032. AS PROTOCOLS TAS-201, it BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER ONLY BE ATTACHED To CONCRETE. 13LOCK
<br />TAS-M AM 7AS-203. ISS TO BE ATTACHED To INSURE PROPER ANCHEfta raS SHVrEp Sgaa OR wm FRAJAE OU
<br />I2- THIS SYSTEM HAS BEEN DIESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE MM% ACCESSING IOPENING FROM THE WOW HE WOOD HEN3_E_ I&an WA REGUEO -T, THIS APPLICATION IS VA"D WHEN INSTALLATION IS INTENDED To BE PEWORMTED L INSIDE W/O THE USE OF A LADDER OR LIF TO SEX/CAULX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />12. THE INSTALLATION CONTRACTOR IS ri WITH THE
<br />i FROM THE INSIDE OF STRUCTURE. CONTACT BUILDING 10 PREVENT ININO/FMMIN INTRUSION CAULK AND SEAL SHLITTER TPACXS ALL ARQKNQ FULL EXISTING SONARYOP - WYPAIKW , LENGTH, To GLASS V *Lee TO OUSS 3. SERIES IDOO INSTALLATION IS APPUCA13LE TO SINGLE ANID DOUBLE HUNG STYLE WINDOWS WEN INSTALLATION IS REOU11kED to BE ow 20400" CLASS co, soema PERrORMED FROM THE 04SIOE Or STRUCTURE 13 4j OU
<br />PANEL LENGTH 10,11, 10) PANEL LENGTH STORM PANEL RWAULATION VALL COMPLY WITH SPECS INDICATED IN THIS DRAWING FILUIS ANY BUILDINC AND IONING
<br />(SEE NOTE I MLOW) (SEat Non REGULATORS PROVOCID BY THE JURISDICTION WHERE PERRAIT IS APPLIED TO. PANEL LENGTH EXISTING PANEL LENGTH 4. SERIES "OO 04MALIATIC" IS APPLCA13LE 70 SINGLE AND DOUBLE HUNG AND RAIZONIAt SuDERS STYLE WINDOWS WHEN
<br />(SEE NOTIE BELOW) V as- M GIARS i�_ (SEE NOTT I BELOW) GLASS Ow soenuul _TT _ _(SES PANEL LENGTH PANEL LENGTH
<br />OM"*W 40) 1/4 ON ow 14) iwim 'a) NOTE I BELOW) (SEE NOTT I BELOW)
<br />is SS. MS. 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-76 ALLOY AND TEMI", (UNLESS OTHERWISE NOTED) Is. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS CIOGINEEIR IS GENERIC No DOES Nor PROVIDE c
<br />7/8'd 3/u, 3 c: E
<br />USED A, INFORMATION FOR A SITE SPECIM PROJECT: i.e. WHERE THE Snr CONDITIONS OEWTE FROM THE P-Lo C5
<br />W" OUT NUT 8. ALL ALUMINIAM SHEET METAL CLOSURES SMALL HAVE 3105-HV4 AJUJDY� (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING Lin SAFETY OF
<br />i/ev TAPCOFl 7. ALL SIM SHEET METAL PANELS SHALL KWE STRUCTURAL QUALITY Stw_ ASnA A-SS3 GRADE 50 Ms.�. GALVANIZED STEEL THIS PRODUCT BASED ON THIS PLM PROVIDED HE/SHE DOES NOT DEVIATE FROO THE CONDROMIS DETAILED ON c_ w/f I/ DESIGMITION W/Fy- 585 to, (AFTER FOULED) THIS DOCUMENT CONSTAIUCTION SAFETY 47 STIE IS THE CONTRAICTWS RESPONSIBILITY
<br />THREADED AT 0 ALL SCREWES TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STED. AS PER DIN (C) THIS PRODUCT EVA131111ION DOCUMENT WPL BE CONSIDERED INVAUD IF MODIFNED.
<br />500111 */ 50 ksi YIELD STRENGTH AND 90 k1ir TENSILE SMENGTI'M & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4
<br />(4) SITE SPECFF)C PROJECTS SMALL BE PREPARED BY A FLORIK REGISTERED EHGFNEER OR ARCHITECT WHICH WILL
<br />a. BOLTS TO BE ASTM A-307 GALVANIZED STED, OR AM 304 SERIES STAINLESS STEEL WITH 38 4" MINIMUM YIELD STRENGTH. BECOME THE PEKM" F (E R.) THE PRO)ECT AND WHO WILL BE RESPONS&A FOR IKE PROPER
<br />D ENG�
<br />REC60
<br />RET NG A
<br />RR S
<br />A DELEGATED ENGINEER ED THE P.E.D. EMKIMR. SHALL
<br />10, ANCHORS 10 WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIM DRAWOMFOR REVIEW
<br />(A) To EXISTING, POURED CONCRETE
<br />(a) THIS PLO. SMALL BEAR tot DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENMEEK OF
<br />L j -0 TAPCON ANCHORS AS MAINLIFACTURED BY ITW WLDEX. INC. (MIN. re-342 P.) RECORD THAT PREPARED IT
<br />II /4 - * X 7/8' CALK -IN ANICHORS, AS MANUFACIURED BY DCWALT INC. (MIN. I'c.3GQG p.i)
<br />COWT 1/4
<br />77 ?AL2VIt4;:: W/ M.S' W/ III- STORM PANEL WWFACTUM" LABEL SNAU. BE LOCATED ON A READILY VISIBLE LOCATION AT STOftI PANEL IN
<br />#14-10 PANELMATE FEMALE 10 & PANIELMATE PLUS ANCHORS. AS MANNIFACTURED BY ELCO CONSTRUCTION PRODUCTS
<br />S/ wmc w 3/32- wm WASHER 0 12 1/21MOR MIA ED. ACCORDANCE WITH SECTION 1702.9.3,OF FLORIDA BUILDING CODE, ONE LABEL SMALL BE PLACED FOR EVERY OPITONG.
<br />WISHER 0 32 c in(BEYOND) LABELING To COMPLY WITH SECTION 709 9.2 OF THE FLORIDA BUILDING CODE
<br />12 $/V 0.11 NUT WISHER (BEYOND) I P-0 -
<br />L 1 '4-0 IAPCON IS 5- OX I 0 4, D.C. 1/4 " THREADED WE, WM WILD 3/11, WING NUT A. 1) WiMmuo EMBEDMENT OF TAPCOk ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2' FOR PANELMATE
<br />STUO) 2.4' WOOD 2^.4" WOCO (!!AGI W/ SPA) _w= MAS�ER 6 /a- G.C� 11ASHER 0 (BEYOND) FEMALE 0 At PANELMATE PLUS.
<br />THREADED OF PLATE INE 0 RKEDUMMMMO
<br />tumowim PLATE A2) MINIMUM EMISEDIMEW Or 1/4-0 X 7/8- CALX-tN ANCHORS 94ALL BE IS 7/6- INTO CONCRETE� No EMBEDMENT INTO
<br />or PLATE ANY FINISH MATERIAL SMALL BE PERMITTED
<br />OF LATPLATE 114-10 ?/a- 020 SS SIDEWALK DOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL DUST) To EIFGACE 3/4-
<br />WALL W , IF 01 , I �_Z= PLATE PLATE HiSTALLATM ATM *6 O. Z ZIL INTO ""On
<br />'TALLATMN WALL 4WNG INSTALLAMN AT PLATE 0 MONOTH OF PLATE WALL WOLIN171ING INS ALMOPIAIViIIII REGLIM NEI SCALE 3 & UFIE SAFETY PANEL A-3) IN CASE THAT PRECAST STONE PRECAST CONCRETE FANFIS, OR PAVERS BE FOUND ON THE DUSTING WALL OR ON FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH W MAIN STRUCTURE BEHIND SUCH ANCHORAGE SMALL 0 REGULAR PHK a t POW WPA N r L SCALE 3/8 -1 WALL uwrnffG INM ATION WAQ MOUNPH 11 ALTERNATM BE AS MENTINED IN AI) AM IN k2). SCALE 3/8 .1 SCALE 3/11 A# Tf� I 104-T ?, fint"ANIEL
<br />........... 0 UAL"_Ban No. 44167 III=, � 3".-I. SCALE 3/1.1' INFLORIDA BUILDING CODE (1,119h Velocity Nu cam Zone), FLORIDA BUILDING CODE (Htgh Vskic"y f4urricons lam)
<br />I INSTALLATIONS ARE ONLY VALID MR WLDINO WH ASo. DESIGN LOADS FLORIDA BUILDING CODE (INIgh Vefocity Nu cam Zone)l Ile 9 TAPCON AN04M AS MANK)FACTURED BY IT.*. BUIIDEX. INC VPIO .5&3. -7ZO PSF AM PANEL'S LENGTH Up 10 $._r %0.4 57 am RLUM PC. 20 GAGIE CALYAWZED STEEL STORM PANEL ry Am, No 441167 20 GAGE GALVANIZED STEEL STORIM PANEL �/e 00 X 7/8" CALX-IN ANCHORS. AS IAMNUWAICTUIRCD By DEWALT INC (f',ISOO pS 1) STRUCTOR W_ r.P.
<br />2, FOR We WOOD FRAME CONSTRUCTION, WOOD MEMMUM TO BE SOUTHERN or 1. INSTALLATIONS ARE My VAUD MR OL%DNCS WITH A&D. DES" LOAXIS Diane, 4-i PANELMATE FIEMAUE %) AND PAMMMATE PLUS ANCIORS, AS MANUIFACTURED BY EICC CON 20 GWE GALVA99ED S;TEEL STORM PAWL To 5,_B. PRODUCTS (I'm-2071 p-I) PINE NO. 2. W/ SPECIFIC DENSITY OF 035 OR EQUAL- OW/m/am up To .55.5. -72.0 PSF AND PANEL'S LENGTH UP &7/2k�MM -
<br />GLOBAL PROTECTION ATE QE4 U.C. PRODUCTS, LIX. - 11all, - To Z I I L E C 0,.. "BAL PROTECr" PRODUM 11LIECO GLOBAL P*OTECMM PROMM' LLC' IILIECO.NC. S. 6, STIM IL FOR NEW *000 F&AME CONSTRUCTION: WOOD MEMBERS BE SOUTHERN me S. 51 snw NM S.P 51 31TRUT
<br />PINE NO 2. W/ SPECIFIC OENSrrf OF OSb OR COUAL OAML IT. Sn" OFFAL A. Z14 1607�
<br />... .... rw 20-176 P.04t. (M)N�784& VAX M4)M-CM 20-176 _IEF .17=� beff P. =11
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<br />CO PONENTS FOR SERIES
<br />2000 A 1000 E-Z HANG
<br />STORM PANELS
<br />(SCALE 1/2-I-)
<br />2.250'
<br />12.500- (UTECTIVE WID"
<br />2-200'
<br />2,411ar DOW Met. 74CK
<br />GAL"wim STEEL
<br />3.300*
<br />2500.
<br />2.244'
<br />2,11
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<br />INIMUM_
<br />DETAIL
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<br />NO. 44167
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<br />PANEL (D To BE owk= AT EACH
<br />"NO SMALL ALM" ME
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<br />TYPICAL ELOMON FOR 0 TO TYPICAL ELEVATION FOR
<br />FACKLITATE
<br />;EAR f pitgmm To BE INSIASUED FROM
<br />E-Z HANG 31L E-Z HANG STORM
<br />MVWEI =LM BE 96PAM FROM "SYSTEM 04" OF SOKMW-
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<br />SCAU! vw - I -
<br />(1) DE0ftUXft_QE_SEMEj_=: E - 2 HAND STORM PANEL SYSTEM CONSISTING OF PANEL
<br />NOTES TRACKS AT TOP Al PANELMATE PLUS OR I W LONG
<br />(1). DOMM OE-UHLELM: E - 2 WJI4 STORM PANEL SYSTEM CONSS-,ING OF PO4EL (rAl'- BOTTOM W/ PANELMATES,
<br />_t TRACKS 70P & BOTTOM. (2) END PANELS SMALL ALWAYS BE CONINE ET No WALL - MEANS OF
<br />VTti�
<br />(2) (ED PAW -IS SHAUL ALWAYS I.& , Tom III,
<br />BE CCAWCTED TO BOTTOM TRACK OTHERWISE A STOP BAR PANDAIATES Op' IF USED P LY /"% OW - END PV SHALL BE PROVIDED AT Top OF SUCH PANELS. SHALL BE CONNECTED TO.2rW/ 11�00-2o;,M3/4
<br />WING MUT OR la(20. Lail, WTIM '7 361
<br />viessc
<br />5C
<br />(3). IF END PAfS ARE CM TO BOTTOM TRACK. CONNECTION SHALL CONSIST OF DESCRIBED ON 3) OW) c9c
<br />C
<br />te
<br />1/4-s-20.3 4 WS. W 2- WING NUT OR T/eft3 - MM 7HUIABSCREW (3) FOR CASES WHEN END PANELS AM USE JOINTLY W/ IS*
<br />INTO YAPPED BOTTOM T" �3
<br />OF FASTENERS AT EITHER OF TWO AT
<br />MAY 214
<br />FANIIS ARE NOT CONNECTED To STOP
<br />EXTERIOR FIAT FLANGES OF END PANEL IMA
<br />S��END
<br />(r at PROVIDED AT TOP OF SUCH PANELS.
<br />(4), IN CASE THAT END PAWLS ARE NOT CONNECTED TO BOT1w TRACK % A STOP M 00 PANELS AND SOME INTERICIR PANELS ARE DIRECTLY
<br />IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL ME CONNECTED SICTION TRACK XMT"o M.M.U. IMAIJ. WLME06 OF PAWELAMrEs, ONE pavioe PANEL
<br />USING SPECS INDICATED ON NOTE (3) ABOVE IN WN CASE. CONNECTION or vaigns MAY BE BOTTOM ATTACHING BOTTOM TRACK To WALL
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