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<br />3' MAX.
<br />1' MIN. Mw/t6. 7AW/19 a SAWI ■r/it 7$W/19 0 4W/20 1 Mw.
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<br />J" MAX. A1/77, 4I✓17, SA/10. 30/17, 40/17, 5B/10. 3' MAX.
<br />1' MIN. dW/19. IAW/19 a IW//7D ,E' WNII , 79w/19 A 9w9/20 1• MM.
<br />_ANCHORS (SEE SECTIONS ON SHEETS 17. IS. 19 a 20)
<br />OPTION 92 FOR LIFE SAFETY STORM PANEELEVATION
<br />SCALE 3/16--1•
<br />D,/.• TAN aP
<br />el m,04P .1, 06E AKUtY/ _OUR SAFETY
<br />SECTION A -A
<br />SCALE 3/16--1-
<br />9 9 ► 191 11]: IF • :.LB
<br />6: B►B LL ► , ae
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<br />Max. PANEL LENGTH
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<br />PANEL
<br />DESIGN PRESSURE
<br />L (ft.)
<br />TO
<br />CONDE ON
<br />RATING (p.s.f.)
<br />(SEE SECTIONS)
<br />+55.0. -72.0
<br />8'-B"
<br />2 3/4"
<br />UNBOLTED
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1,14- IAPCON ANCHORS ._ �4' TAPOON ANCHORS I(4• TIPCON ANGOIEB . _J�• TAPCON ANCHORS
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<br />SUM 4A
<br />O REGULAR PANEL
<br />SCALE 3/8*.1,
<br />SECTION 4B
<br />O LIFE SAFETY PANEL
<br />SCALE 3/6"-1"
<br />Hurricane
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />-- IZ4• TAPCON ANCHORS _,.1(4' TAPCON ANCHORS
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM �L NOTES: a-7 HANG SroaH PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-Z HAND STORM PANEL SHOWN ON MIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 0 ! PAHELMATE PLUS INTO CONCRETE
<br />- - -
<br />ACCORDANCE WITH THE 2020 (7N EDITION) OF THE FLORIDA BtR1.ONG CODE. BLOCK SHALL BE 1 1/4-.
<br />7
<br />1�w
<br />DEWN WAND LOADS SMALL BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE. 8.2) MINIMUM EMBEDMENT Of 1/4'0 x 7/e' GULL -IN ANCHORS SHALL BE IS 7/e' INTO CONCRETEFOR A WIND SPEED AS REWIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />WOOD HEADER - I No00 HEADERW000iFMfT1 i' WOOD LEADER FORA ORECTOMAUYY FACTOR Kd-O.B5. USING ASIDE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (ASA.)tREQUIRED Iy _-�EOVNEO pEyUe¢D �� '-pEO1M1ED � ,: /4• R-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL D(riT) TO
<br />'_14'A 7APCON 0 r O.C. DESIGN PREMPRE OUTBIDS MMATED ON SHHEETS 25 d 25. ENGAGE 3/4• INTO ANCHORS.
<br />�1 4Y UPCON • 9' O.C.1 /4'0 TAPCW O 6' O.Cl/{'W TAPCON 0 6' O.C.-Y1 WN. THRFI�D M TO VERIFY THE ABOVE comon M• ULTNMTE DESIGN WIND LOADS DETERYRffD PER ASCE 7-16
<br />1 7/2' CAN. THREADED / �(t 1 r NW. 71IREMEDW/2• MIN. THREADED ` TON A7 W000 11oN AT 'WOOD SHALL BE FIRST REDUCED TO RSA. DESIGN WIND LOADS BY MULTIPLYING THEY BY 0.6 IN ORDER TO B3) IN CASE THAT PKCAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE TENSING WALLATWOOD I TIOx AT WOOD ;I j TON AT ,FOOD/ N I HEADER; HL'ADER TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INOOOED ON SHEETS 25 r 26. ANHORS SHALL BE LOAD ENOUGH TO REACH THHE MAIN STRICTURE BEHIND SUCH PANELS. ANCHORAGEHEADERHEADER%I�KEAOER ,TINIER STALL SE AS MENTIONED IN 8.1) AND IN 8.2).;y . _ IN ORDER TO VERIY THAT COMPONENTS A)D ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASEes -0>/2' %2' - 1/4' I t/2' 1/4' M 1/{• 1/2 1 I/1• r . 1/2' 1 t/4' IN ALLOWABLE STRESS FOR WI D LOADS WAS IM USED IN THEIR ANLY$15. FASTENERS SPACING TO WOOD HAS BEENryea. + Maa. Ym./1v-- OEt'ERMINEO M ACCORDANCE MOH N.D.S. 2015. (C) ANCHORB BE INSTALLED FOLLOWING ALL OF THE RECOMM040AMNS A D SPEOMATONS OF THE ANCHOR 5 T1 I-_._ --R �: ___-{2. 1 2r_-.__. 1 MANUFACTURER.
<br />ii` OL 2• I' 2• ` j W000 RENDER - Min. WOOD rEAOER A STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERI IED IN ACCORDANCE WITH SE'C(1ON 1626 OF Ar / 1 NMil REWIRED II REQUIRED THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. MC. REPORT / 2032. AS PROTOCOLS TAS-201, 11 IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCRME WHERE SHUTTERW.... •OIN�', � L__ MCFROM THE INSIDE OF STRUCTURE. CONTACT YRTHTHEBUILDINGTOPREVENT WINO/FAN INTRUSION. CAULK AND SEA SHUTTER TRACKS ALL AROUND FULLO
<br />I t.
<br />To
<br />i3I6iwG ODSlr10 Ka. _� 3. SER1E5 7000 NNSTRLLATON K APPLICABLE TO SINGLE AND DOUBLE RULING STYLE WINDOW$ WHEN 1NSTAW710N IS RECURRED TO BE LENGTH.
<br />ORE 90EAAA PERFORMED FROM THE INSIDE OF STRUCTURE. 13. STORM PANEL INSTALLATION SHALL COMPLY RAN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING O N'
<br />: r
<br />Cm W.Ux I i• YOv Mar. OAss DK WMOAAE - ro II/W6 r
<br />( BELOW)
<br />( BELOW) FIRSTItND ro Dues (SEE NOTE , KLOR7 oN RUT Cq ez EXISTICLASS
<br />ON setT th I RECUUTONS PROVIDED BY THE JURISOLTION WHERE PERMIT 5 APPLIED TO.
<br />EXISTING 0n. sIfNRA71ox - �. ... - 'Z_ PA a HXA55 atwwehl.. PANEL LENGTH w. K)AIaTpN .L. �, CLASS -L. 4ALI. SERIES 2000 INSTALLATION 5 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORQONTAL SUDERS ST'rlE WINDOWS WHEN
<br />�� PAOEL IEHO'Mt { h I' 0QT POE fOUAf PANEL ?. Y (SEE OT YI BELOW) TDB.. r PANEL LENGTH - rC"-... PANEL LENGTH INSTALLATION 6 gEOUIRED TD K PERFORMER FROM THE INSIDE OF STRUCTURE.
<br />14 ATRIUM WINDOWS AND DOORS, MC. E - 2 HANG STORM PANEL SYSTEM^' IS PATENT PNOBC. C N Y
<br />7' Mm. GI/,5 l'
<br />a
<br />SEE NOTE I
<br />ro aLARf _ ,_- ( ___
<br />rroE
<br />a INER IV / 20. a sw I.) 1/a•R-2o.1 �....._ ON BUT ti) (SEE NOTE , BELOW') 1 4.0-20.7_• _ (SEE NOTE I BELOW)
<br />SS MS S5. ELS H OO`Sr 5.5 MS _ - _ 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OMERLYISE NOT
<br />Ep) 15. (0) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER t5 GENERIC AND DOES NOT PROVIDE
<br />i 7/eY R S/321 :1. 7/6•P. 3/32' 0 .. W/ INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CDNX1XX DEVIATE FROM THE P.ED.
<br />r 1WNc WIND W' Na NUf3/� 6. AL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOT.
<br />( ) CONTRACTOR TO BE RESPONSIBLE THE SELECTION. PURL AND INSTALLATIONINCLUDING LIE SAFETY OF Cn
<br />APOONji I ( 7. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE 50 min., GALVANIZED STEEL D THIS PRODUCT BASED ON THIS P.E.D_ PROVIDED HE E DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON -
<br />L r I !f oG W//I 1/2 1 f I DESIGNATION w/q- Se.s (AFTER ROLLED). T"5 DOCUMENT. CONSTRUCTION SAFETY AT sTE 5 T# CONTRACTOR'S RESPON580.DY. Q
<br />Wh. THREADED
<br />ppl7RATIOR AT _ _... _ ALL SCREWS TO BE STAINLESS STEEL 304 DR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (t) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDIp ERED tWAIF MODIFIED <
<br />(� • - MOWW- OF PLATE _ _ - SOO13 W/ 50 lot YIELD STRENGTH AND 90 xa; TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. (d) SITE SPECIFIC PROJECTS SMALL K PREPARED 8Y A FLORIDA REGISTERED ENGINEER OR ARCHTECT WHICH WILL (}i
<br />0. 6' 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR A51 304 SERIES STAINLESS STEEL WITH 36 l ei MINIMUM YIELD STRENGTH. BECOME THE PEONEER OF RECORD (E.0 R.) FOR lHE PROJECT AND WHO wNl BE RESPONSIBLE FOR THE PROPER �1 �
<br />i - � A USE OF TIE P.E.D. ENGINEER OF RECORD
<br />ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SWILL (l u (J W
<br />u(� 10. ANCHORS TO WALL SWLLL BE AS FOLLOWS: SUBMIT TO THIS UTTER THE SITE SPEOM DRANINGS FOR REVIEW. Q
<br />1 0I i � I : (e) THIS PLED. SHALL BEAR THE GATE AND ORIGIHY SEA AND SIOATWE OF THE PROFESSIONAL ENGINEER OF
<br />n TO X xN0
<br />- RECORD THAT PREPARED IT.
<br />_! - t . 1 f0 `� `•. + OD ,\ � ,/4Y TAPCON ANCHORS AS MANUFACTURED BY IT.W. BUILDER, INC. (MIN t'c-3192 D O.r.) 9,
<br />..__� L i! .... 1/4Y-203/45.5 Y.S w/ _ _ , EO '\ U II .. - 1/4' 0 X RUES' CALK -IN ANCHORS. AS MANUFACTURED BY DEY/ALi INC.(MIN. t'c.J000 D•�;.) •(�
<br />OD.R_ t/a'.-COLS/{S.S Y.S. W/ EO _ Ia. STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORY PANEL IN L-' `E
<br />7 .. 3 32' WNHG RR 7 '0 3 32' WING I ` 7 '1.] �. ���/�• " Mlff _ ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL K PLACED FOR EVERY OPENING.
<br />_ L
<br />i
<br />I; -
<br />i / / - . /11/32• WING NUT - /(4-10 PANELMATE FEMAI 10 k PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTOR PRODUCTS.
<br />J6 / WASER • 12 1/r O.C. WASHER (6EYDI 0 \ rc-3350 P-�L) LABELING NT COMPLY MAIM SECTION 1709.9.2 O' THE FLORIDA BIRLORIG CODE.
<br />WASHER 0 12 1/2' O.C. NVT WJISER (BEYOND)TAPOOK IF I __ , L __.. _J t
<br />(sT4AGDERED N/ STO).C. .-r- TST4AKBED w/ SiuO).G .. _ H 1 1 TCN AT BEADED _ ;' WOOQ PLATE �.7 . 3/6 ' WING NUT 2-.4' WOOD PLATE ':7/9.0 . 3/32' WING H7T At) WNWl1Y EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I 3/4' AND 2' FOR PANELMATE a O _0
<br />w/ I , /2' MN. THREADED W 1 I r Y A mewi THREADED �. d' PUTT
<br />_ REMAINED ER O t/4' O.C. REQUIRED - RASKFN 0 (BEYOND) FEMALE ID a PANFIYATE PLUS. U
<br />_ // //
<br />-'. ..•.:. PbNE1WIT10N Ai YIAIO7N ' MNETR,IIICAI AT IWOINO7IH � _ i.{• ROOD pUTE DUCTS A2) MINIMUM EMBEDMENT 0 �i4•. X 7/�MB�a CALK -IN ANCHORS SWILL K 6 7/B• INTO CONCREi. NO EMBEDMENT INTOE-
<br />• 4' HOOD MATE ����OF PLATE -_. , - .�j1 �MODD PLATE _ i �1 S ��4PAHELAMI/E1 7 6 - ' '1 Ot 6 1/!P OTC. Oh/l 7Y - - ANY "ISM MATERIAL 5 K O ' 1'
<br />- - EELwHED - REO IRREDWOW PLATE W MOUNTING INSTALLATION MIN_ THREADED PQIETRA ON MN THIEADEp PkSEiR 10/ EXIST) T(7 ENGAGE 3/4' 4. 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHWULD ANY FINISH MATERIAL
<br />Al TFRNATIVE TAW O REGULAR PANEL ALTERNATIVE 7BW AT 11IpW10T" Of PUTT AT YIDWIpTR Oi PUTT INTO ANCHORS,WALL moughm WALL kta tQ A. T;MFy
<br />SCALE 3/8.1 O LIFE SAFETY PANEL `r A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR _`FT.......[/.f✓
<br />raw PANELhAN% N/I SCALE 3/9'-t' I.1.•1N,NAI FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL 3'•vCENuE,A
<br />N I BE AS MENTINED IN AI) AND IN A2). ` TL-
<br />$cALE s/e -1' scAE 3/a -1' T:�L�Z4
<br />��P A Tr(�/y O LIFE SAFETY PANEL No. 44167
<br />/.. (B) 70 EXTSTI - RITE BE K WAr sr.WE 3/e-, IDEAS ':s sGUE 3/8'-1• •l� s FLORIDA BUILDING CODE (High Velocity HIM can* Zone)
<br />= FLORIDA BUILDING CODE h Wloc HUT Gone Zone),
<br />1. INSTALLATIONS AM ONLY VALID FOR SALAAM WITH ASA. DESIGN LOAN :� v FLORIDAFRBUILDING CODE (Nigh V01« NuFY{eona Zone), - - 1/4' 0 TAPCON ANCHORS A$ MANUFACTURED BY I.T.M. BUILOE%. IN:.
<br />a BI9R5 44167 exw nTEOD. RC FP. - t/4. 0 X 7/6' CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (rm-1500 P.s.i.) PION, 1L7Em. NC
<br />UP TO +55.5. -7LO PSF AM PANEL•s LENGTH UP TO a'-e•. 4 1 Pam0 IWIIXYI. 4C rP _ NO z 20 GAGE GALVANIZED STEEL STORY PANEL s O' F FP.
<br />N0. 1G 20 GAGE GALYAIIZED STEEL STORY PAWL GRAIN q. _ ; * ? ` DRwR IN - / 14-10 PANELMATE FEMALE ID AND PA EUATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION /� ' . (0$JOA .: N4 20 CAGE GALVANIZED STEEL STORY PANEL oWW sY.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. ,MOOD MEMBERS TO BE SOUTHERN 1r ; - PRODUCTS (rm-2071 p.s.i.) '�:=J'i
<br />� _ 1. IN5TAU1gM5 NE OAY VNA FOR BUIDIgS MIN ISO. DESIGN LOAD$ �• r .• V�
<br />PRE NO. 2. W/ SPECIFIC DENSITY OF 0.5 OOR EOUN_ :'k : _ C /� �Yy/MAM pp/CE��HA��. /C q/a/�pf. UP TO .55.5, -72.0 PSF AND PANEL'S LENGTH UP TO W-B•. eL , A� - _� 07/2knm0 'h/ - N`• •� q/S./Smp
<br />j ' E C O Imc. PROTECTKN r 11BET W U.Y. pL1C '%4•/'• Tom• j' t% MOO SW. et SnQT N N NOD Sw. FI RRRT
<br />S ATE Q BALL PROTECTION PRODUCTS. LLC. IWiC _ . UAL GLOBAL PROTECTION PRODUCTS. LLC. DYE
<br />2. FOR NEW wooD FRAME CONS712UCTON: w000 MEMBERS TO K SOUTHERN 'ILe.'Iy,,.yu�..JNM INC.
<br />��a ••. Ay .: ND iw et 314 '' O,N: •. ORIO a ANr DOTE FILL =14 (^, C�
<br />i,AQF •. , ` t YAJii a ANY DaIE. R 3A,4 PINE ND. 2. W/ SPECIFIC DENSITY of 0.55 OR EQUAL •20-176 / "LUT a AMY DIME. EL 3A,.
<br />WeeIFw R r x ,aKN. 4tYY N n,•4 PHOIG (Ree _75•a PYL (w+)ew-em 20-176 p c('s A. 7.s a. .. xL rY tI� n m. n,ac: (sHN1■E-7w. Nx fw)Ftl-e»7 a.. .. s. m = MAN nwc lwNs-7sM. FAX, fW6.Nw-Im 20-1 76
<br />FSSiO e.., oR,RRM Nr +INNS N E I..-. PIa "•-'rA-011M),: IH-raN ee w Ne REWXa Nn G-mO 1i nr• rU,w rt NUrA, WAWK -
<br />r,r- pNr 4T-,RED
<br />A-- m- .w ..: P.y N -,a
<br />P.E. f ^,vmATME/MTE Nu A ur A" Pt DA .7-W WWET 71 a U
<br />N H/tN . RAL/9•wVNE/I wWTu A TII1R A•., PE ,n.W I" ■4DT w O tl
<br />'"IIIIIIIH PL 8A4/W04TLK/OLTE •T,LWII A IWT'JRr., PE Y,f-w _ _
<br />M � 1RQT H a 1f _ _ _
<br />COMPONENTS FOR SERIES 2000 A 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1-)
<br />-. - - - -_.- __ - 13 1N' (TOTAL WID7HH)---- _ _ - _ _ , • - - 2_250I
<br />r-- - -- 12.500- (EFFECTIVE MOTH)- ( - __ _ 1
<br />I_ __ - --"- - -4 1/4' - ---- "l
<br />-D
<br />0.038' ,NTH. IN"HEYMED,.i 3.500' T.244'
<br />/I 1 2.657' OAAWRm NSTEEL EDGE `10 20D0• .2 ?' 'HEMMED �� ASTM A-1153 • r �
<br />EDGE GRACE so LWamum DETAIL AJ " i L.-J
<br />L-BE/A0. A 48J7 , R. /Z3• R7
<br />® STORY PANEL 1 - 2.470' -
<br />REVERSED "h" TRACK
<br />FAIEN Hrm END UP / 750' -
<br />w/ nEMUEo mcc 250�;;�Tj�-;;T��..^...j,,^-^-'T-;�;�Fj 2sD.
<br />- l YI'
<br />`
<br />72
<br />.1b
<br />5' .z5o•�- . - - N I
<br />J-- Qr
<br />0-1
<br />ISOMETRIC VIEW DETAIL A 2.000•
<br />ROUNDED CORNER 0 ENDS OF PANEL'S -- -I
<br />END UP W/ HEMMED EDGE '�• .750'
<br />I zso'
<br />O "J" TRACK O5
<br />t- 1 t 4 OWER
<br />i t 125' 6061-TS Alum. ALLOY
<br />( u
<br />N 7" ass' (RYP) VCEM, ✓�
<br />N0.44167 FLE
<br />- -i
<br />. - S "M Ta11XD. IN
<br />M
<br />750• -
<br />ox.•.. ATE OF ; Q =-- _ _
<br />VHF � •., GRID
<br />O7 3 W(Max.GLE ,) ALUM. ANJ ,STOP BAR S/ NAIL % - 71L E C O B91e G
<br />t 1' LONG N RNUNI a aNlKan+D
<br />6083-75 Rum. ALLAY FI l URN t i NA
<br />,W4701 A kB A "H aD fLa. � NC
<br />-2.591*-
<br />RL.
<br />I 2.250.7
<br />Jy
<br />f
<br />075'
<br />l
<br />2.600'
<br />2.244'
<br />4F
<br />REVERSED "U"
<br />TRACK
<br />, 2s'
<br />r_
<br />2.000'
<br />t.._ f.125-
<br />© 2 1Es (MeBi ALUM. ANGLE
<br />3'/24 �4/24r
<br />Pa NDrt 2 9DO'WN
<br />1 •/24 W/ OR Am ®' ® Pa NOTE 2 BELOW) 3• M... 2'/24 P V/24 4 5 � Q.
<br />8 PEE Am 3 Brmw)
<br />s,..l• SM.S POI CONCRETE ALCHORL 3� mw 0 EICHI 11YN. CONCRCIC ANr1ApR6 3• Ym.
<br />or 3 STXHmLIE ON MEET 25; Fop WOOD SCREW, r-, ---
<br />�Ma SHE BECTIDNS oN W.r 26 Yn.. A 2 PEE SCKKDAA ON RHQT 25) --i ,- III+.
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<br />ICI' SAILS
<br />3P- IDICH END Or
<br />I I
<br />60 X •L' j..,r.-.T'j.- � 60 X -L'
<br />(INTERIOR (FnElegl bAN l) jwtwn' (NTR PARR) I(EMD PANEL)
<br />BEE � BElew ;SEE NOTE
<br />1121 I �'
<br />GIs� J IS
<br />i Le,
<br />1.1 11 ) I I1 li > l_ _ M•�NIrRS
<br />40 X .L' �.. T..I `�_T_ _ '_ _ �_ . _� _I i ( -,I L 40 f L•
<br />' I 71 !
<br />• - • • .. • • • -
<br />• PAELMATT (Typ)
<br />3 2,y
<br />L-3._, '., BEE NOTE { KLDW ..' mar
<br />M•,. FOR COKIOEIL At1OlORS: SEE BODED Ulm.
<br />EOEDNE
<br />_.:�Ir-.-
<br />MY K LOCATED - - rLMATI t T,OH
<br />AT PAEIS�
<br />1' Mn. p1 SEEN 2k 10R R000 KIEM: 1• Yh
<br />9Q KC10,6 ON BEET OD
<br />,,/�
<br />D OR (1) W/ OR /am w • (2)16•
<br />AT aD:1 1/2• 1 1/r EIO
<br />MNIERWR
<br />` (�
<br />i3aW a �T PAEL © TO K ObTA319 AT GCN
<br />z PAEL 1D K INSTALLED A EACH
<br />OPD01r SWIlL ALwm K PR710ED YI/
<br />TYPICAL ELEVATION EOR S OPENING 44rLL ACORNS AT AOaOED w/ELMnON
<br />REM NA/sAE N FACILITATE NS7ILLATYPICAL
<br />FOR REAR WHOLE TO FADEtTATE RNSFAUATK:N
<br />E-Z HANG STORM PANEL SYSTEM P NIT"DED TO K INVIA'LED FROM
<br />IF INTENDED TO K INSTALLED FROM
<br />- WSKIE OF STRUCTURE
<br />INSIDE OF STRUCTURE.
<br />9rAE A/St• - ,•
<br />9DNJL 3/32' . ,•
<br />r,/4• LI OAP , I/.- Ye.. DAP
<br />I^, AN. Me wwp
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<br />Or ml I OW W/0 O. 0
<br />1 2
<br />SECTION A -A
<br />IA,ERNrz LLX•A7mN
<br />SECTION B-B A aD PAN0.4)
<br />SCALE ape' . I•
<br />sou vw - 1•
<br />(1). DEFIN- K SERIFS 1000: E - 2 HAND STORM! PANEL SYSTEM CONSISTING OF PANEL +
<br />Ni
<br />waft TRACKS AT TOP a PANELMATE PLUS OR 19" LONG
<br />(1). DEFINITION SYSTEM N OF SEMIS 201 E - Z HANG STORY PANEL CONSISTING OF PANEL +
<br />(rA BOTTOM W/ PANELMAtES.
<br />Cent. TRACKS Top a BOTTOM.
<br />(2), END PANELS SHALL ALWAYS BE CONNECTED TO E�1NG STILL WALL BY MEANS Of
<br />(2). ED PANELS SHALL ALWAYS K CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR
<br />(BJ $HALL K PROVIDED AT TOP OF SUCH PANELS.
<br />PANELY11TE5 OL i USED JgNILY W/ 15' LONG R) TBACK AT BOTTOM. END PANEL$
<br />SHWl BE CONFECTED TO W/ 1 1 S-2M3/4'"115. W/ )/t(7x3 32'
<br />WING NUT OR 1/4•e-TORS t(L3
<br />(J). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHAM COHI OF
<br />Min. UMBSCREW MO TAPDEp CEP; AS
<br />B/E(;2L-)
<br />DESCRIBED ON NOTE (J) OW).
<br />1/4.0-20.3/4- M.S. w/ 7/8'Ox3/3r WING NUT OR 1/4•h3/4- Min. THUMBSCREW
<br />INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />(3). FOR CASES WHEN ENO PANELS ARE USE JOINTLY W/ 15' LONG © AT
<br />EXTERIOR MT FLANGES OF END PANEL
<br />SHALL BE PROVIDED AT OU END PANELS RE WT OF SUCH CONNECTEDA
<br />T. BUTTON TR,IGN , x STOP BUR
<br />(4). IN CASE THAT ENO PANELS ARE NOT CONNECTED To BOTTOM CM TRACK (i.e. TO A TTOM BAR
<br />S ONLY USED AT TOP Ai LEAST 1W0 PANELS SMALL K CONNECTED TO BOTTOM TRACK
<br />(4). FOR IFWALATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />USING SPECS ;NOG ON NOTE (5) ABOVE. GIST. CONNECTION OF PANELS
<br />YOUINTED TO EIOSFING SILLWALL B�YEAR OF PANEIMAlES, ONE ONIERIGiR PAN0.
<br />L ATIO
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />(5). SEE SECTION t', 3' A 4' W SHEET 24. SCE ANCHOR SCHEDULE ON $MEET 25.
<br />MAY BE USED JONRY W/ TRACR (2) A7 BOROY ATTAOBNo BOT7O1 TRACK TO MMLI
<br />Wl TWO PANELANTES FOLLOWING SPACR/G SHOWN ON ELEVATION AND W/ 3 1/2'
<br />Mn. EDGE DISTANCE- FOR THIS IHEERIOI PA/El USED Y W/ (6�, ONSETS
<br />D
<br />MNLIIHINNINAM NOT NEED TO BE CONNECTED IO (T2N)E Br AN'/ YFANs. TRKX $HALL BE INSTALLED
<br />A• Tr[ NAM war THAT ADJACENT PARRS LEFT 0 FLIGHT SIDE of PRNEL) HAVE
<br />TIER oYuaAPs RETRIED BY �.
<br />�qEA .......Ujy
<br />$y\P: �CENS,c-•�9_$F-___. _ FLORIDA BUILDING CODE (Hioh V•l«HY Hurricane
<br />oe,xerr[ KNaYAR
<br />INSTALLATION
<br />-DETAILS FOR SERIES
<br />�Na1yA�PANEL t INTO POURED CONCRETE
<br />-- - �
<br />2000 AND 1000 E-Z HANG STORM
<br />OR CONCRETE BLOCK
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<br />WALL MOUNTING
<br />•O .�-
<br />INST.
<br />WALL AND DIRECT MOVNnNG INST.
<br />(I"ua m"eKDI„L•a0
<br />wm SHUT "I
<br />SECTION
<br />1 0
<br />SE LE 3/s 2
<br />scuE 3/6- `
<br />FLOOR TO CEII MOUNTING INST. BUIL
<br />-OUT MOUNTING II
<br />9cME 3/8.1•
<br />{2y yy/
<br />4M:1 16 p
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<br />YI!wE OF(��D. �P .,A A TOP q �(,L�L N
<br />(W WND . (W ® ;
<br />SECTION 3
<br />SCALE 3/a-1'
<br />IINKININI
<br />�� �:.
<br />SECTION 4'
<br />SCALE 3/9-1•
<br />4
<br />Gtry� aaT•. HIOINK WED M ,DOD EOm-
<br />1 IWALLAROK Tom ON Ham n.
<br />�''y`C
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<br />MP a BOTTOM MOUNTNDf vNN BE
<br />ND. 44167
<br />3 - FLORIDA
<br />BUILDING CODE (High Vel«I Hu one Zone
<br />©
<br />_
<br />C01 m INAN, war TO sm ANY
<br />HSTMIAON.
<br />emao RRTC. Rm.
<br />� '�:,• STATE OF 'Q r 20 GAGE GALVANIZED STEEL STORY PANEL Owrp
<br />- BY
<br />DETAIL i
<br />8CA11: 1/2' 1
<br />VIEW
<br />ED. -Ear DTMKt
<br />GLOBALUCTSK L:C. q
<br />OOW. CT7ON,F
<br />° COMPANY
<br />N�cOD
<br />=1lwom-.»r 20-176
<br />P;. SEA1/SmAnAE/DAE .
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<br />SHEET NO.
<br />SH 1.2.
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