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<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.s.f.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0. -72.0
<br />a' -a'
<br />2 3/4•
<br />UNBOLTED
<br />INSTALLATION DETAIL FOR OPTION #2 FOR LIFE SAFETY STORM PANE, SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />BRCS
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<br />OR CONCRETE BLOCK OR CONCRETE BLOCK
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<br />SCALE 3/r.,` SCARE 3/6'.1•
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<br />WIND NUT WASHER
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONsREJE OR CONCRETE BLOCK STRUCTURES
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<br />INSTALLATION DETAILS FOR OPTION *2 FOR LIFE SAFETY STORM PANEL SYSTEM PAwaL simm
<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES- 1. E STORM PANEL SHOWN ON THIS PRODUCT EVALBE UATION DOCUMENT (P.E.D.) HAS EN VERIFIED FORCO AUAIICE IN B.1) MINIMUM EMBEDMENT OF TAPCOI ANOORS AND PANELMATE FELINE ID a PAHEINATE PLUB INTO
<br />ACCORDANCE
<br />CONCRETE
<br />WITH THE N20 (7th EDMON) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4.
<br />_ I� �. ... ,rr _ ITT 7-" 7 � t...._ �\ � , �, ( DESIGN WINO lDAD6 frMALL K DETERENED AS PER SECTION ,ego or THE AB(WE MEINTMOED CODE. B.2) NAIINMtIM EMBlDMEIR of 1/4•I % 7/e' CALK-w ANCHORS SNINL K 6 7/a" INt0 coNCRE7[.
<br />�.. '•, 1 .,;.!' � `� FOR A waD SPEED AS REOUIREp DV TARE JIlR60OTION "NOSE THESE SHUTTERS w" BE INSTALLED AND NO EMBEDMENT INTO ANY WASH MATERIAL SHALL K PERMITTED.
<br />�x MIOOO��NENR'A` - . IMOWELIDAOFR y� 9 -' I�DO_C KIOOL�+.� ` �: ` I1 FOR A otlICCTIONAUIY FACTOR Kd-O.e5, UselG ASCE 7-1e AND 9WLLl NOT EXCEED THE LIAKIMUM (ALSO.) 1/4• 0-20 s- sEIEIWM/t BOLTS L9fV ]H4L K LONG EMgUGH(s110ULD ANY FINISH 1NIERIN. [LOST) ro +eu+.qu - DESIGN PRESSURE
<br />RATBAS IFOIGO® ON
<br />BITTERS 2- It 26.
<br />! 4'0 TIPCON • r 0.4 , 1'0 TIPCOI • 6. 0.G. ENGAGE 3/4' IIIIO IWCI10115.
<br />4HN 7APCON • r ae. , 4'4 tAeON • r ac. ,/.-0 iAPcoN e r D.C. I .•. TArooN e r ac. ', , , ,/z Mw. THRFaoED � v��t ,/2 MNL Tl6LFAroED w aRoul ro VERIFY THE neovE coNmgFl, ULTIMATE DESIGN wlaD LOADS DETERMINED PER AacE 7-16
<br />I , ' MIN. TMDIOED I W 1 , MI11. THWACICp / _ ..__,� 1 1 1SIL 1NRGDEO P WON Ai WOOD , ` ` PELIETM1tON AT 6000 SHALL K FOIST RCDUOM TO A.S.D. DESCH WIND LOADS; BY LwLTIPL.YNC THEM Bf 0.4 IN ORDER TO 1.3) w CASE THAT PRECAST SIONE. OR PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL.
<br />A7 WOOD AT WOOD 7 AT WOOD AT WOOD
<br />II10[R ,, j MIf10(R / READeA '` HA /! HEADER Ij •` / INUOEfN TO COMPARE THESE w/ HAUL. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SLEETS 2a a 26. ANpgRS SMALL E LONG DdOUGH TO REACH TE MOON SIRUCIIJRE KW40 SUCH PANELS. ANCIOWWE'
<br />SHELL BE AS MENTIONED w 6.1) NO w 6.2).
<br />(,T/ �I j °l/ ! `y y f ly` .� IN DOM TO VERIFY THAT CWWONENTS AND ANCHORS ON THIS P.E.O. M TEEM WERE NOT OVER STMSSFb� A 3M INCREASE
<br />1/2• ,/.- y1 +/7-• �/ 1 j 1/♦' / ,/♦• ARE STRESS FOR WINO tA1D4 WAS USED IN THEIR ANALYSIS. ►AISSfEWERS SPACING TO WOOD HAS afttl
<br />i DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SHALL E •-TILLED FOLLOWING ALL OF THE RECOMMVMTOIS AND SPECIFICATIONS OF THE ANCHOR'S
<br />.r.1Orn- _.. _-_ _ _ . ___ _.. _ MNIUMCHRIER.
<br />WOOD READER / 2 + WOOD HEADER I'I, / 2 �' i STORM PANEVS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />® �y 1 I i I LL! TA4-202 AND TAs-aos. IS TO ATTACHED PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY K ATTAp&'0 7D CONCRCIE. R.00NL l�V L
<br />�"'1 L91D 1 M� Eon _ 1 ` i - - '. I Mr. I QDNT THE ABOVE MENTIONED CODE AS PER FENESTMTKw TESTING LABORATORY. INC. REPORT 12032. AS PROTOCO S TAS-201. I1 0 SMALL E THE RESPONSSEJTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE sLAAREN Er
<br />/� T. THIS SYSTEM HIAS LEEII OESONED TO K INSTALLED ON THE OUTSIDE OF' TINE OPDMNO AXO$SID TIRE OPENING Fi40A1 THE •4-• O
<br />-(D T..Y ' i ` -® ; IINSIDED iHErow510E E Of AC LADDER OR LIFT. THIS APPLICATION IS VAUD WHEN INSTALLATION 6 DREADED TO K PERFORMED 12. THE INSTALLATION CONTRACTOR 6 TO SEK/GMILK ALL SMlII7ER COMPONENT EDGES NAaGaf RERAN w Ccorr"J0U5 '� (O
<br />AW. s7wN1WK ({ c1INTA1¢ MIN wNwwN ; I Lw.. eDWRMIa I CONTACT
<br />OLEITA MIN THE I UILDR D TO PREVENT WIND/RNN INTRUSION. C NM AND SEAL DOMER TRACIM ALL AROUND FULLDUST" !�
<br />"V Mr.. CAW (� pOL404mm t' yr. WIfS ,O � I m a m I 3. SEINES t000 INBTAWL/gN IS APPLICABLE TO SINOLE AND DOABLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO E MV
<br />(E[ NOTE 1 GTH a w1RT 1q _ '.- - nN.1. N OAff •ryW Y ._ ! ( NOII ElOM) _Owx � __...: _I'11W,_ l NOTE I BELOW) TO 4W3 i I 1' MIN. OlA6S OQ SOIm1AM I I 1- PEHFORMED FROM THE INSIDE Of STRUCTURE 13. STORM IONFl. ROVI E D BY SHALL COMPLY WffN SPECS INDICATED w D T ORAR7ND PLUS ANY BUILDING AND ZONING W �,/
<br />I 1/4Y- 1 _- r wYt M ! ; I/ay-20.L '� I Obi, wSCHINUIS4T q, I (SEW MOTE 1 eROw) t 4•P-2D.1• -. �_'�1,!___ I `, (SEE N01i REGULATIONS PROVIDED O S. - Z WHERE STORM
<br />PA E APPLIED T0.
<br />Dayw
<br />Value INK IOVAV M I 1 PANEL 1E1161N PROM LENGTH W. �M / .. _- ____... W-. 4. SERIES 2000 INSTALLATION 6 MPLCABLE TO SINGLE *0 DOUBLE HUNC AND HORQONTAL SUDERS STYLE WINDOWS WHIN LL
<br />.49
<br />0.IL55 So�A I I I SS TLC w - ....(MEINDIE' 1 EL i r .-....._ �. O�lIA81sn% ' I PANEL I H 5•B. M.S. w% OK Waet Iq I .. __.. P I ��) IISMUATION 6 REgtRIED TO E PERFORMED FROM THE wSWE Of STRUCTURE ta. ATOM WINDOWS AND DOORS. INC. E - Z HAND SYORM PANEL SYSTEM" IS PNIOIF P01MID. = O
<br />ON SNIET Iq 28]L_. y )/rP S. ALL ALUWNLAA EXRKJSIO O TO E /063-T6 ALLOY Mq TEMPER. (UNLESS 07} OWN NOTED) ITS. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS E#"MA 6 CENEAIC AD DOES NOT PRONDE
<br />4H�3/32' INFORMATION FOR A SITE SPECIFIC PROJECT, I.T. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
<br />..._- n .. _. __.- ____ •"� - 111 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HALVE 3105-Hy4 KIM,
<br />_..-. - __ r:.'�:"_- 8• (b) CONTRACTOR TO E RESPOIISKE FOR THE 9il✓ PURCHASE AND NLSTN.IA710N ODLUONAG LRE SAFETY OF
<br />f 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUALTY STEEL. AMU A-653 CPADE 50 LINE.• GALVANIZED STEEL THIS PRODUCT' BASED ON THIS P.E.D. PROVDED HE DOES NOT WAATE FROM THE CONDITIONS DETAILED ON N Y
<br />CORONATION W/F7- 6e.e 10 WIVI ROLLED). TINS DOCUMENT CONSTRUCTION SAFETY AT SITE 6'ME CONTRACTOR$ RESPONSIBILITY.
<br />rlaGom -- I ^'
<br />.." L I W
<br />IMOWTHDON AT ._ ,_,'AY.-- -- '.-- i .._, S. ALL. SCREWS ro E STAINLESS STEEL 304 OR 31e Alai SERFS OR CORROSION RESISTANT COALED CARBON STEEL AS PER DIN (o) THIS PRODUCT EVALUATION tlOCUMENG WILL E CONSIDERED INVALD i MOOFIED. -•
<br />( I{ I IeU11gM OF 5001e W/ 50 Kd YIELD STISDA TN AND W W TENSILE STRENOTH k SMALL COMPLY W/ FLORIDA SI ADMG CODE SECTION 24,1.3.3.E
<br />(d) SITE ai'ECR1C PROJECTS SNAIL E PREPARED BY A FLORIDA, REGISTERED eNaeLER a AAC/0'TEC1` WHICH WILL _�
<br />1 6'• -I _+� ...-1 I 6. ! I (� i /''� B. BOLTS TO BE ASTM A-307 CIIIYAWZED SREi, OR ANSI 304 SERIES STAINLESS STEEL. WITH 36 Ari Y6CWUTA YIELD STRENGTH. UK OF THE P.ED. DOWER of ACTINIC AS A DELEGATED ENGINEER TO THE PLO. DOWER, SHALL
<br />BECOME THE DOIIIEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL E RM-049RE FOR THE PROPER
<br />/•� - i "'`•J% i V.Y I RECORD. •N 10. ANCHORS TO *Nl SHALL BE AS FOLLOWS: SUBMR TO SPECIFIC
<br />THIS LATTER THE SITE DRAWOOS FOR RIVY" (n y,,, <
<br />(A) TO DUSTING FOAM CONCK(L,
<br />I I (a) THIS REf.ORPDEDIISHIALL SW MTPREPN1®TE GATE AND oR101W. SEAL AND SdONATWIE OF THE PROFE3410NLL. ENOPEDP OF
<br />' \ 1/a1h2W 4•S.S M.S.W/ ` .Y '1 4Y- • ' i ' - 1/4Y TAPC011 ANCHORS AS MANUFACTURED BY LT.W. RRLDEK. RTC. MIN. f•v31/2 "A.) IT. U
<br />II 1 I -camr . �^m , 4• . % 7 - CALX-IN ANCHORS. AS MAMlFACTUREO BY OEIYALT INC.R C. (MIN. t "3000 P.0.1.) .>�
<br />r 3T' WOO • 12 1 ' D.C. t / , ,, 6' L le. STORM PALL MANUFACTWER'S U1LEL SNIN.L E LOCATED ON A READILY VENIRE LOCATION AT STORM PANEL IN �1
<br />.I i2W811ER WPM NUT WAMEIt (ETTND) MS w i a�(a S�- I j - /,1-10 PANELMATE P[AALL ID A PANELLAre PLUS ANCHORS. AS MANUFACTURED BY FLCO LdN817NXITON PRODUCTS. U
<br />1 4 • t1 10.G I I II I`). �I wfaEA (ETOND) • t. \ V ! 'H 4-. I i t 1 Y �/rR0/3E WINO TWIT \ I _.-__�...._.._. ._.� '[ i (Fe..3370 P.A.i.) ACCORDANCE WITH SECTION 1T06.6.3 OF FLORIDA BUILDING CODE SMALL E PLACED FOR EVERY OPENING, a
<br />�/ pTOCOM
<br />wAa iE1t Ni iz w4erc rGAR `-i..._.-1 LABELING ro COMPLY w1M sEcnoN , 708.8.2 at THE FLORIDA, eu Ill
<br />•: 1 111 I, }1 '----„_, f Y iAPCM e • ;L �: i S j A G ROHw% sRIDi,4 1. 1 1 I I D►1►LATEDON AT i$DWOM e _ 1. "L �i._ �..! 1 a ..GLETf. 4_ 1' y I I i ' • / / a 2 WOW i 'I IM I �, I 71/W SI41E11• 3r 1010 H� A') FEMALE l0 At %7E DABCDMENT OF p LION ANCHORS INTO POUTING CONCRETE GIRDLE K 1 3/4• Ni0 r FOR PANEWATE 3 .> ,
<br />` W T,BI�e•/D/pRErOMIN. TAIAOCD !! w�, ,/j 1/L TaWAO[D (� 11oYOM _._CL
<br />1 In l_ N'6NETIi2inl AT MIDWOTI I I �I( I I,- I I �{ ' A2) MOMUM EMBEDMENT OF 1/4.0 K 7/6- CAL( -IN ANCHORS SHALL E 6 7/r INTO CONCRETE. NO EMBEDMENT INTOOF KATE Or PLA711
<br />�+.� WOOD PLATE ._.. 2'A� 1TOm PMre -! I I ram PLAT[ , )„$.•' WOOD RATE 014-10 PANEUMR�._. i'_ I '; P114-10 PALLAICIf y �. , ANY FFKLM MATERIAL SMALL E PERMITTED. 1L.-
<br />_... IIF.OLNKO W6 t//a o.c. W , i e B 1/4• o.C. w , 7 '' I t _RrouMEo AW IAWD t1iREADED 7,ON MIL THNIFMED tan I I, iRD/40 PS SIDEWALK BOLTS USED SNAIL E LINO EAIOUON(SHIOULO ANY FINISH MATERIAL Exlsr) ro ENGAGE 3/4" O
<br />FAW AT MI )WON OF PLATE : _.._!*1. �.. I AT 111DINCM OF PLANE I . { O
<br />SCALE 3/r-i• As) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS E FOUND ON THE EXISTING WAR. OR �••'•'•�T• ,�- C U
<br />I SCM.E 3/a•-1- MM1t BE OR. RD S A) /OIOLIN A2EN000H TO REACH THE WHIN STRUCT MK KMUD SUo1 PANELS. ALOW" SNALI "� 'vCEN;.•• a _m L TIT
<br />SCALE 3/6*-1* STALE s/e -+' A R T)t(/T �p R• TI(�t6 LIFE SAFETY PMEL No. 44187 Ls Lp W
<br />�..•• ••• ✓ (B) TO DMW C+>Av'K'TE BLINK R1SI.' i
<br />' GEN CEN SfAlE3/L•-t• * * ?*_
<br />tLOIIOiI �; Z StxE 3/6•-1' P,,V•• �i Ltf FLORIDA BUIEl11ND CODE NI Velectf NurADOn6 Zone S FLORIDA BUILDING CODE 10h Voloo NurTlaono Zon.
<br />1. aatALLATCNs ARE ONLY WALe A M eALOWN WITH AS.a OEM t0A0S •�/� • J F'LOMOA BUILDING COOS HI h Ye NMNTtaan@ Zone - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. euR. m INC. '
<br />UP ro +6e4 -ttA P6= AND PANELS 1ENGIN UP O B' e . ; mIN0 Tama We I.P. 31�F$ 44187 : real "Cum wa rr. - I/4' I x 7/e cALx-IN ANCHORS, As IWANUFAC11RE0 BY DEY11 LT NC. (Fm.1S00 P.•.L) n ♦SINS RIeNW. WW F.P.
<br />ND• : �r 20 BAN GALVANIZED STEEL STORM PANEL NO 20 oAOE GALVANZED s1EE1 srDRY PANEL O •.
<br />ANION B! - t - " C 20 GAGE BALVAI�ED STEEL STORY PANEL
<br />L FOIL MI[W WOOD IIMAE mNAITIRICf10N: WOOD I,64BER5 ro E sO1I1MolN +e1'' 1. INBTALNTONS ARE ONLY WAIN FOR BU4DwaS WTH AS.D. DEMON LOADS - * _ �_'`-y, � 4 10 PAN'M-20 P.O.L) D AND PANELIMIF PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRICTION :: WMwI en
<br />PINE NO. L W/ SPECIFIC OOMfIY OF O.aS M REGIME. 4N :• o/M/3INe UP ro +aa.a. -72.0 PSF AND PANELS LENOM UP TO V-S'. ¢"k : a�/eyy10 PRODUCTS (rm-2071 p...L) %�
<br />8T .__ PROTECTION PRODUCTS. LLC. Q ATE _ _ __.__ Mom PROTECTION PRODUCTS. LAC. aMr h PROTECTION PRODIlC1S 11C.
<br />.'�L••.• Ay IL E C O IMo. ' L FOR NEW WOOD FRAME CONSFIN CtIft WOW MEMBERS TO E SOUTHERN y•'. IL C O LNe. NOp Cw of snlm Y L L E C O IMe. L `
<br />'may,, OF FL \ :' - ar �'� PINE NO. 2. W/ SPECIFIC DEHSIfY or 0.55 OR EQUAL {�R.�{.l' OR10: WML a iD14
<br />_ •_u Kw w.I. MA AIaL nwNR, owirA-TOM. Mac LrLTRr.on 20-176 "4•.cS.c ••••••4. �....- .. wr-.-R.Aww FMaE, ML)re•Tsa. nWE MQRw-eTe+ 20-176 �N` lw -p'-- - --- _ - RLDML LwIWR-FINE naN: m.MM-eYn 20-176
<br />6,'IL L 6i 161 all ■.► 6i... T
<br />ASAW (TOTAL.---
<br />-._... (EFFEDIK wOM)._-.._...�
<br />1.350' - I. - - 1.3 0.n -00
<br />2,000.
<br />I M. `•, %OIA A_S6y T•
<br />A
<br />OAo-wSO�MwfwlM DUAL Al
<br />�Ae MB
<br />Q STOR11 PANEL
<br />i�
<br />PANEL'S 0N0 W
<br />w/ HEMMED EUM `. }
<br />P-&w 1
<br />rM
<br />-_''
<br />ISOMETRIC VIEW DETAIL A 2.000'
<br />ROUNDED CORNER a ENDS OF PANEL'S
<br />END UP W/ HEMMED EDGE. t26' TEO•
<br />(N.T.S)
<br />O '4
<br />-1 F--.125•
<br />r fl
<br />2S n
<br />N
<br />L-3• Max.
<br />O A3 213W(Mgx.) ALLIU. ANGLE
<br />750• abs• RrP.)
<br />It, LONG
<br />SOLI-T5 Alum. ALLOY
<br />i .o7a'
<br />3.-00
<br />Tyr. 2]N
<br />j
<br />.2a0 ...._. `A Ads• � 9a
<br />RMRSEO "h' TRACK
<br />.7m !,
<br />l .
<br />Air I
<br />I
<br />CAI
<br />].Rao•
<br />f
<br />II
<br />M
<br />(TYP•)
<br />O MIr4VW ER
<br />6061-TL Alum. ALLOY
<br />(1) REYER= WUw TRACK
<br />2.000•
<br />I
<br />t _ �.,2a•
<br />© rx3"(Mcm.) ALUM_ ANGLE
<br />J•/24 bye(l4M "m 2 OVA"
<br />w/ on lyb uw Am 3 @BOW)
<br />=y 3 1'/24 4'/24 oII NaET2 TILE NINE 2 H1aa q 3• 2'/24 ► 1'/24 ►
<br />L
<br />EACH h".
<br />T/KX r I' MA. T.aNNHE,Y III,TA,aAs r Ilrr.
<br />01 (AeE solmw am wor 2s) ,• w
<br />` t °NE its a�NOW a e ri,�
<br />i• AT
<br />,♦.,' BAi
<br />bTw no OF�
<br />Va' + _....__..T. +/2'
<br />7
<br />(MAID nNIaJ T._r. 11MEwal, IWEU (IN1BeM ++VIa) 1eI+eAOR FARM EwD RLNEL)�i
<br />N1011 L A 4 ea0w I M L a ElW I ♦ 4
<br />t 1 1 I 1•
<br />W "`
<br />- --.......... i .... _ 40 2 % -j
<br />f •
<br />•i
<br />2. SEC NOTE . ELAN.... ,•: %CKN+u N9[ WPM ANCHORS,r 17•- ttLP'^..+A mH
<br />Mr. I
<br />,' Wn. ,• MIT• AT OR P T/2' iM•' ^ "`•
<br />SNELH 24
<br />NOR 3 ,1'1w O,®W/ OR W/00.® INTERIOR NAMES ie.
<br />YYJJ • _,v s MIFF PANEL TO E wSYALIFD AT FJR7N
<br />LAST P+WO. ® .O E Mi�AV AT GCN t1VMLG ALWAYS E PROA0 W�
<br />TYPICAL ELEVATION FOR 1 2mOPDWIO &W.L KMri E PIIONOCO w// EM HWOEE TO FAGE/MII AMMUAl10N
<br />RUR IV11OlE 10 fACARAE N3TALLAl10N i NNICIOED TO E MBTAt1ID FROM
<br />E-2 HANG STQ$M PANEL SYSTEM i rItEMDED ro E AMrALLAo FIpM - New OF STRUCTIAE
<br />SING[ M 9TNILC7IME
<br />a i ,_ M9ECvw. ,
<br />1/4' V- ,HIP 1/4' ow. GAP 1/4• M.. GIP 1/4' Y NO.IW
<br />I x_7 7 \ 7 '77 7 N,7-7777 7 -it
<br />- --
<br />T a®yDA Wro®•® T
<br />SECTION B-B YLr
<br />SECTION A -A PAMn`0�11ON
<br />BOWS VW - ,"
<br />(1). aFFeNfI1t1I, K 4EWMX faro: E - 2 /LAND STORY PANEL SYSTEM CONSISTING OF PANEL
<br />NOTES • SDK AT BOTTOM W/ P PraLYATE PLUS OR I LONO
<br />(1), 11EF11N010(1 OF SERIES 2000; E - 2 HALO STORM SYSTEM CONSNSIINC E PALL +
<br />MOT
<br />Cent TRACED TOP BOTTOM. PANELMAIES OR, ? 16ED Y w' a LONG (2) G SU W MEANS
<br />(2). END PANELS SHALL ALWAYS KLyAT C7Fp TO E10$Tp1C 9RL WALL BY MEANS OF
<br />PAN" (Y). (rS iAE�1 LSE PROVIDED AT AT TO OFF CONNECTED
<br />St C PAMI BOTTOMTO TRVCIC OlNE1Lw16E A STOP BAR SNN.L BE CONNECTED TO w�/ 1 /4 205/4-'Ll.s. w 7 �/3�i•
<br />/ �(E%CREPT
<br />wwc wit �s
<br />SON TNOTE~3)
<br />HM. tilae9CIE6' AS
<br />W. COIN�IaN7[/CpTf: SHIAU.CONSISTOF DCICF400 OW")• ,Oro rAF�Ep
<br />i/4FyMD
<br />/` yT/032 wwNO oR 1/4•MS/Di EW
<br />I)YO TAMS BOT10L1 tRNCK. LOGIDN OP FA4YE2LRS WY BF AT EITHER OF Two (3). FOR CASES WHEN END PANEL$ NE LASE ,gwFLY w/ 19" LONG ®Ai
<br />BUT DID PAN" ARE NOT CONNECTED ro BDTIou tRACt lI STOP
<br />EXTERIOR FLAT FLAMM OF END PANEL BAR
<br />eH4ML K PROWOED AT TOP 0► SUCH PANELS.
<br />(4). IN CASE THAT END TTppPpPAf))E1.S AE NOF CONNECTED TQ e0T1'Oy TPVM.* (La. A STOP BAR (4). FOR INSTALLATIONS MEN DO PANELS AND SOME Won" PANELS ARE DIRECTLY
<br />IS ONLY USED TRACK DIM WOODS PANEL
<br />USING SPECS ATTOP)
<br />AON NOTE (3) ASI IN SUCH CONNECTION 01 PAA/ELS MA ys(0 , MUTLY / (C E BOTTOMTNACX TO WALL
<br />ro BOTTOM TRACK MAY OCCUR At 4N PAiEL. UzATOAI. w( TWO PAWELIMARS PDi1OMNG 51�CPN0 EIEYATgN
<br />(a). SEE SECTION 1'. 3' a 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. MN,. LOGE DISTANCE. FOR THIS wTE7BOR PAELL LRED Y wl DOE'S
<br />1016mu ... NOT NEED TO E WMELTCO I BY ANT M6W6. 1MCK 4LWL EE wSFN1ED
<br />R. T11•"A/ SUCH TWAT Ap Q�T PANq,g E LEFT A RICO SIDE OF PARED MANE
<br />�fr,/� MDR o"T AO IIETAX 5Y
<br />% ,CEN t FLORIDA BUILO(NO CODE (WINh VNaO NuFr1Done ZonE
<br />No. 4 167 'a0°° 1160 20 GAGE GALVANIZED STEEL STORY PANEL ='
<br />* DRAWN or
<br />_ PRODUCTSW I.I.C.O/B"Wee
<br />.• 31A OF i L E C 5.7 PROTECTION W E
<br />MOLMALMOmmmarn n'wC (04)M-YAa nw AaxWF-eleT20-176
<br />A'RiS`S10N L. "'" . oMN M+c �oQ0E17,i awiM Nu
<br />..
<br />AµNNIN 4- WAl/MRI UNINR A JN. P it 11 OR Mm 2- NEI 2] a 2E
<br />MAIL I
<br />INCALM I/r - I•
<br />INSTALLATION QUAI -FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK
<br />NMIMRN AL 1-W. °BWwEI"iA°t1°` A++W00
<br />"a• A �/-� U_'O a d + Rao 7 � ti 01
<br />°"
<br />sd �� 1n4-(5� a.1�. ,., v. v°i \�.,I\awew-�
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<br />1 t/.Y-• r
<br />I TOT0 GLACE
<br />HNpp I
<br />ERA � i � aAWiA
<br />C N
<br />R$ 1 1
<br />1
<br />1
<br />WILL AND DIRECT
<br />MOLNI=
<br />INST,
<br />SECTIOM 2
<br />SOME J/Mi•
<br />^
<br />e Mm,
<br />m SPICuK
<br />me
<br />I,SOWIA3MW(Aof�a
<br />rmm
<br />OriUGroIO
<br />i /A16 • E W C. malt
<br />aeo� �oe0i
<br />La - I00 potma
<br />19111 1041 AL IN,
<br />ELOOR TO CEILWD INTIMATING INST_ sulm-OEIT MOUNTING INST.
<br />SECTION 3'
<br />SCALE 3/4-1-
<br />Nurrloans
<br />�6
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<br />SHEET NO.
<br />IS 1B
<br />2
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