|
(SCE SECTIONS ON SHEETS 17. 18, 19 & 20)--
<br />3: MAX. 400/17, Sfi/ig, 36/17. 40/17, 30/10. 31
<br />1 MIN SAW/19, ?AW/il AT 8AW/20 111101111, ?IW/19 & MM/20 I.
<br />Fi 0 0 0 0
<br />PA-E,
<br />11 *41-
<br />0 UPE
<br />ODAHM
<br />U/471 will Wila.
<br />I MIN. 1AW/111 a mAst-40 mm/12 WN/20
<br />-------------ANCHORS (SEE SECTIONS ON SHEETS 17� 18. 19 20)----,--- 1
<br />OPTION #2 FOR UFE SAFETY STORM PANELQ ELEVATION
<br />SCALE 31IC-1-
<br />SECTION A -A
<br />SCALE
<br />MAXIMUM A.S.D. DESIGN PRE55URE RAT1NG..(ps,f.) AND
<br />CORRESPQNQING MAXIMUM PANEL LENGTH OIL" SCHEDULE
<br />MAXIMUM A.S.D.
<br />MD.. PANEL LENGTH -1
<br />DESIGN PRESSURE
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (pm.f.)
<br />(SEE SECTI�
<br />TO GLASS
<br />CONDITION
<br />+55.0. -72.0
<br />81-8.
<br />1 2 3/4-
<br />UNBOLTED
<br />CODE
<br />INSTALLATION ETAILS FOR OPTJON 02 FOB LIFE SAFETY STORM 9ANEL SYSTEM
<br />INTO EXISTING POURED ONCRETE OR CONCRETE BLOCK STRUCTURES
<br />TAPODN ANCHORS YAPCON ANCHM 1 4 .
<br />D.C. _V., D.C. �49. TMCGH MCHM �_.___j(4.TAPCON M04M
<br />O.C. 9 D.C.
<br />PWRIED
<br />OR W=01*0� -CO"Cl� POUREG QGIIC�
<br />BLOCK REDRAFTED n
<br />mom REQUIRED BLOCR REOURED A
<br />1/4'
<br />Ile
<br />rc
<br />COW. cow.
<br />THIRD'.) smirrm THumis;
<br />EM
<br />GLASS
<br />GLASS
<br />v T_ 7'
<br />�V_
<br />aLIL wv
<br />i 41!
<br />7 ED.- ED.-
<br />i
<br />,::7 32(4;2- w-r- Arl
<br />x j/w NUT WASHER
<br />S.S. M.S. All
<br />/8! i�2141
<br />'0�2 WIND Nut WAS"m
<br />7 8`0 313r WING Nur 1
<br />WASHER 0 12 Ilr O.C.
<br />N '"/32j=1D)
<br />a 12 1/2" O.C�
<br />TAIPCON ANCHONS
<br />___r4 1/2. O.C.
<br />(STAGGENED W/ STUD)
<br />�V TAPOON ANCHORS
<br />44 111r O.C.
<br />(STAGGERED W/ STUO)
<br />TAPcoN, ANcHoRs
<br />Ilr D.C.
<br />�111D CONIOR.EFE
<br />____,NUflEO COP
<br />ONGRETE M.,
<br />REGUIRED
<br />NSTALLATION
<br />OR CONCRLI
<br />REQUIRED
<br />SECTION
<br />0 REGULAR PANEL
<br />0 LIFE
<br />SCALE 3/8*-1*
<br />SCALE
<br />SEE SHW TO & 20 POR AWAM TfPE
<br />411100111 INK
<br />t/4.
<br />1APww
<br />SPACING FOR *S?AUAT" INTO WOOD
<br />Ammim mvgm GO
<br />FRw BULD1140-
<br />MINIMUM ANCHOR SPACTIM " MINIMUM
<br />EDDE DISTANCE ARE INDICKIED ON THIS
<br />I
<br />scilm"FORED LmlymINDIGAIM Olt
<br />SCMILDVIS REDUCE ANCHOR SPACING By
<br />MUTIMPLYWO SPACING SHOWN ON SCHEDULE
<br />AM^ &L ax mum
<br />"4m
<br />we Twe MLDWM mm". FOR
<br />WatcoN TO BE
<br />"r
<br />16
<br />J I
<br />B"E CIO 07=111"MMM=91
<br />FOR EACH ANCHOR TYPE ON THIS SCHEDULE
<br />SCALE 3/8.1,
<br />INSTALLATION L.5 EQR QPTION #2 FOR UFE SAEM STORM PAHEL SYSTEM
<br />; 20URED CONCRETE OR CONQRETE BLOCK STRUCTUSES
<br />ON 1/4' TAPOCIN ANCHORS
<br />.C. 9, ax.
<br />F-4 49'ToApc '"CHO'S
<br />POURED CONCRETE
<br />OR CONCRETE $1,0651 OR
<br />PO.U.PE1 CONICRETE
<br />RE
<br />REQUIRED 1_4z
<br />01�10*0 FANEIJAITE PLUS W/
<br />WIND NVT WASHER
<br />RETE
<br />BLOCK
<br />REQUIRED
<br />WALL MOUNTING INSTALLA11ON
<br />SECTION 5A
<br />0 REGULAR PANEL
<br />SCALE 3/A*-I"
<br />SEE LAW 19 A, 20 M AMMM TYPE
<br />001011001 m
<br />Fm
<br />SPACING MR INSTALLATIONS INTO WOW
<br />U. ammica Svc" 0�4
<br />3
<br />FRUIE OURDW
<br />MITINALWANCHOR SPACINGS " WHWU1I
<br />fm DISTANCE ARE wom ON THE
<br />wi
<br />3,/2
<br />SCHEDULE FOR CA LETS DAN INDICATED ON
<br />SCHEDULE REDUCE ANCHOR VACW BY
<br />MIALUPLYWO SPACING som on SCHEDULIE
<br />AMK L06 INOW
<br />WNW
<br />BY THE FOLLOW4 FACTM MR
<br />OPERATION 10 K Pon&& REDUCEO
<br />SPACING DOMED LITHO FACTOR SNAU. 05T
<br />BE LESS THAN MKVW SPACOUT A"D
<br />"W
<br />FOR EACH MOM TYPE ON THS SCHIMAS
<br />Ilr
<br />14 �m 1\0
<br />GLASS
<br />1/4
<br />IT
<br />MIT WAWSM,
<br />(BEYOND)
<br />CONCRETE
<br />CONCRETE BLOCK
<br />REQUIRED
<br />WALL MOUNTIJG INSTALLATION
<br />VJMN 511
<br />0 UFE I&EM eMEL
<br />SCALE 411r- I -
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLAIION DETAILS FOR OPTIQN #2 FOR LIEE SAFETY STORM PANEL SYSTEM 200VL NOTES, VALID E-Z UM SMRM PAM MnU
<br />INIQ EXISTING MOD �TRUCTURES INTO EXISTINQ MOD STRUCTURES 1. E-Z KANG STORM PANEL, SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 0 At PAM"ATE PLUS INTO CONCRETE
<br />7� ACCORDANCE WITH THE 2020 (7th EDITION) OF THFE FLORIDA BUILDING CODE, BLOCK WALL BE 1 1/4�.
<br />T I
<br />7/, 1,
<br />11 7-- 7, 7 "FT f
<br />DESIGN WIND LEADS SNALL BE DEYERMINEO AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, EL2) MINIMUM EMMMENT 1/4-0 X 7/0- CALK-W ANCHORS sK41L BE 15 7/8* WO CONCRETE.
<br />FOR A WIND SPEED AS REQUIRED BY THE JUINSDICTOIN WHERE THESE SHUTTERS WILL B
<br />0 DID EEaSriM AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED,
<br />A! >< HEADER FOR A D(RCCTIDNAU UM ('A'S'D') 1/4* 020 SS SIDETTAU( BOLTS USED SNAIL. BE LONG MUOKSHOULD ANY FINITE" MATERIAL DUST) 10
<br />RED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' INTO ANCHORS.
<br />_:d4*# TA 0 TO VERIFY THE ABOVE COMMON. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10
<br />6''4
<br />2tclil IN CRIDER
<br />LACTI TAPOON TO 6- O.C,
<br />_"/2-0.W� THREADED iET PLYING fou THE EXWN
<br />D.C. r __44 014TAK ____44 T OC' TOM 'To
<br />/I I RON SHALL BE FIRST REDUCED M PS,I), DESIGN WIND LOADS BY MVLn THEM BY 0.8 IN ORDER TO B..3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS EIE NO ON 0 WALL
<br />PENETRATION AT WN HEADER TO COMPARE THESE W/ ANK. (A.S.D) OEM PRESSURE RATINGS ANCHM SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BENNO SUCH PANELS, ANCHORAGE
<br />WOOD �E 4T NE ON 0*1iDOW HEADER C3
<br />HEADER! 1 7 L. N AT��
<br />HEADER \ "I
<br />SHALL BE AS MENTIONED IN 00) AND IN IL2).
<br />SEA= WNDER C%j
<br />I I_ . -
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 3U INCREASE C*j
<br />x IN ALLOWABLE STRESS FOR WIND LOADS WAS 9M USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOW HAS BEEN
<br />z YT 1 /1.
<br />1/2* 4' 1/4- 1/4* DETERMINED IN ACCORDANCE WITH N.DS. 201& (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALI OF THE RECOMMENDATIONS AM SPECIFICATIONS OF THE ANCHOR'S
<br />____ --I Go
<br />M.. i M MANUFACTURER.
<br />I STORM PANECS ADEQUACY FOR IMPACT AND FATIGUE RMISITANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTOR 1626 OF
<br />I'L \ I I IT SHALL BE THE RESPONSIETUIFY OF THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE WIPTEFUE SHUTTER
<br />f 2 WOOD HEADER WO00 HEADER
<br />Mi- REOUR- REQUIRED q/ i THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LAEPORATORY� INC- REPORT 2032. AS PADV5001.5 TAS-201.
<br />TAS-202 AND TAS-203, IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY SE ATTACHED TO CONCRETE. BLOCK
<br />COW
<br />u
<br />I
<br />i
<br />J -(IV
<br />FROM THE INSIDE OF STRUCTURE.
<br />CONTACT THE BUILDING TO PPFVEMT WINDIPAN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />L GLA Z� w.
<br />OnSTING
<br />VL-EN'MH SS Cm WITTLAU - 'v (sm salflu" PERFORMED FROM THE INSIDE OF STRUCTURE 13, STORM PANEL INSTALLATION SFALL COMPLY WITH SPECS INDICATED IN THIS DRkW%G FLUS ANY BUIIDING AND ZONING
<br />PANEL ON To CLASS I SERIES TOM INSTALLATION IS APPLICABLE TO SAW AND DOUBLE HUNG STYLE WADOWS WHEN INSTALLATION IS REQUIRED TO BE
<br />fSEE NOTE I BELOW) OR THmv; is) *L, PANEL LENGTH ON M*r, 'a) sPw Is)
<br />(SEE NOTE I BELOW) U_ REGULATIONS PROUDED By THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />4, SERIES 2000 INSTALLATION IS APPLICABLE TO SUILGLE AN COME HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN
<br />SCHE=_ PO4EL LENGTH
<br />WSTNO PANEL LENGTH �OKTIOH M_ INSTALLAITION IS REQUIRED To BE PERFORMED FROM THEDINEUDE
<br />ITT atm (SEE NOTE - TO 1 BELOOO m ow" PANEL LENGTH
<br />CLASS _(w 14. ATIWM WINDOWS AND DOOR$. INC. E - Z HMO STMM PANEL SYSTEM. IS PAIM RIMPIDING.
<br />(SEE MOTE OF STRUCTURE.
<br />MWTTHOY ITT) I 1/4'-2aw 5THOD'"
<br />24 Dim
<br />ON ON
<br />TPTEU� ITT) SHM TOP 'IT-20.1 (SEE Nam I BEI-OW) 15. 0) THIS PRDO= EVALUATION DDICLIURAIT (PE.D�) PREPARED BY THUS ENGINEER is GENEW AND NOT P MDE
<br />1/4-20.1" (SEE NOTE I BELM 1/4
<br />5� ALL ALUMINUM EXTRUSIONS TO BE W63-76 ALLOY AND TEMPER. (UNLESS OnfERMISE NOTED) DOES RO
<br />S.& M.S
<br />GS 711%`1 INFORMATION FOR A SITE SPECIFIC PROJECT: I... WREW THE SITE CONDITIONTS DEMATE PROM THE P�E.D�
<br />WING Mtn W NUT & ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3106-M14 ALLOTY� j
<br />(b) CONTRACTOR TO BE RESPONSOLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />--.f :t-, m
<br />1/4-0 TOWK 7- 7. ALL STEEL SHEET METAL PANELS SMALL RWE STRUCTURAL QUALITY STW_ ASTIA A-6a3 GRAM 50 Mi.�, GALVANIZED STEEL THIS PRODUCT BASED ON THIS PE.Q. PROADED HE/SHE DOES HOT DEIAATE FROM THE CONOMONS DETAILED ON
<br />TOM W/Fy THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE 5 THE CONTRACTOIL'S RESPONSIBILITY.
<br />DESIGNA 58.5 k.1 (AFTER ROLLED),
<br />vD C
<br />PENETRATION At ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARRON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT Will BE CONSIDERED INVALID IF MOOLFEEQ�
<br />5wis W/ sa ka; YIELD STRENGTH AND SO imi TENSILE STRENGTH & SHALL COMPLY w/ FLORIDA BUILDING CODE SECTOR 2411.3.14.
<br />MIDWODI OF PLATE
<br />(d) SITE SPECIFIC PRWECTS SNALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH TOLL
<br />9. BOLTS TO BE AM A-307 GALVANIZED STEEL, OR AM 304 SMES STAINLESS STEEL, WITH 36 k.1 MINIMUM YIELD STRENGTH. BECOME THE ENGINEER FOR THE PJWJECT AND WHO U. 13E RESPONSIBLE FOR THE PROPER
<br />7 71 _0 USE OF THE PE.D. ENG.0r-m&%P1,_ ACTING AS A DELEGATED EAMENER TO T14E P.E.D. ENGINEER, STIALL
<br />0, 10. ANCHORS TO WALL SHALL BE AS FOLLOWS:
<br />SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINIGS FOR REVEW. C CL -0
<br />(A) 8m,
<br />(s) THIS P-EM. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSONA!, ENGINEER Of
<br />1 4 0 X 7 CALK -IN ANCHOIR% AS MANUFACTURED BY OEWALT INC. N. -M P.A.) 4J
<br />L k-- _J
<br />11 ED, N,
<br />j/5-W/321 WING NUT IG. STORM PANEL MANUFACTURERS LABEL SKNUL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />VO's 3/32' WTNG KIT
<br />C C04 ACCORDANCE WITH OPENING.
<br />WDW. M.S. W/ W/ 114-10 PAMELMATE FEMALE TO JI PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO COPISTPUCTION PRODUCTS.
<br />C.C. WASHER (BEYOND) ED. EQ. (f'c-3= P.O.I.) L480JNG TO COMPLY WITH SECTION 1709.9a OF THE FLORIDA BUILDING CODE T__ C I
<br />1/,T-. TAPOON 0 L_ Z::;
<br />T PIM I S' 1C, AND 2- FOR PANELMATE
<br />0 6' O.C. A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4
<br />W/ SrUD) MIGNON WIT IT /m WIH6 NUT NUTT FEMALE 10 & PANELMAIE PLUS.
<br />x 3/32
<br />w I -i 4 WASHER 4 6 1/4- D.C. WASHER 0 (BEYOND)
<br />1 , I " 2.e WOOD PLATE uj
<br />U
<br />OF PLATE u REQUIRED IT
<br />jig' WOOD PLATE PLATE i 1,-, A2) MINIM M EMBEDMENT OF 1/4-0 X 7/8' CALX-IN ANCHORS SHAU BE IS 7/0" INTO CONCRETE. NO EMBEDMENT INTO
<br />OF PLATE #14-ID TE P1 -10 PANELMAIE PLUS 1� !j �
<br />#14 ANY FINISH MATERIAL SHAU. BE PERMFITED-
<br />PLATE WOOD PLATE 0 6 114e* Tll�
<br />Ompla WwgATIGN MING I� A"6
<br />RED WALL M MIN R P ON 1/4 -20 SS SIDEWALK BOLTS USED SHALL fit LONG ENCLOGHTSHOOLD ANY FINISH MATERLAL EXIST) TO ENGAGE 3/4
<br />WALL MOUNTING INSTALLATION ALTEwRK&TDff 7AW AREWLEL AT OF TE
<br />AT MIDWIDIN OF PLATE [MID ANCHORS
<br />WALL MOMIS MAU= 14 - _ i it]
<br />&mum mw SCALE L%R�SAFM PENIEL A.3) IN CASE THAT PRECAST STDNF PRIECITST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL
<br />I WALL MOUNTJMG INSTALLATION UNTIN9 I rION FLOOR, ANCIFIORS WALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHOR
<br />01110 DAW BE AS MENTINED IN ki) AND IN AZ),
<br />SCALE 3/r-I* SCALE 3/8*-1' IT, m Di,
<br />0 REGULAR a sarry PANEI SCALE J/r- I WALL ACT,
<br />No. 44167
<br />9LIREARMAR PANEL
<br />.... !� * UFE SAEM
<br />SCALE 3/8 SCALE 31W-1
<br />%: FLORIDA BUILDING CODE jNtjh Velocity IKU cons Zone) z FLORIDA BUILDING CODE (High Velocity Hur cona Zone)
<br />1. IAWALLATADNS MILE MY VALID FOR BUILDINGS WITH A.S.0, DESIGN LOADS FLORIDA BUILDING CODE (High Velocity Nu no zonsill 1/4- 0 TAPOON ANCHIM AS MANUFACTURED BY LTN� BUJLXX� INC.
<br />UP TO +55,5. -MO PSF AND PANS:S LENGTH UP 70 W-B". mmm. W_ FA am 4067 1 ft= 1111;00� W_ F�P. _#�/4-00 X 711' CAUK-RI ANCHORS, AS MANUFACRAIED BY DEWALT INC. (f'1500 p...1.) TTit. F.P.
<br />I STEEL STORM PANEL
<br />4-1 PANELMATE FEMALE ID AND PARELMATt PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRICTION
<br />4 167 OWINN BY-. % 010,11`4 ft
<br />20 WE GALVANIZED STEEL STORM PANEL 20 GAGE GALVANIZED STEEL STORITI PAWL 20 GAGE GALVANIZED
<br />2. FOR NEW WOOD FRAME CONSTRUCII)ON, WOOD MEMBERS TO BE SOUTHERIN DAWN ff.. 1. INSTALLATIONS ARE ONLY VAUD FOR 8UWNrS WITH A.SO. DESIGN LOADS z PRODUCTS (f'm-2071 p.cl.)
<br />GLOBAL
<br />S1 4000 &W. 51 STREET 1ECII mm.
<br />PINE NO. 2. W/ SPECAX DENSITY Of 0.55 OR EQUAL GLOBAL PROTECTION PRODUCM LLC. LIP TO 455.5. -72.0 PSF AND PAMWS LENWH UP TO 11LIECO, GLOBAL PROTECTION PRODUCTS, U.C. "O"'L ON PRODUICTS, LLC
<br />';.,)P 2. FOR NEW WOOD FRAME COMM= WOOD MEMBERS To BE SOUTHLERN 0 R
<br />vff�.t� P5� 4400 &A, 5 SIRM
<br />DWX FL 33314 PINE NO. 2. W/ SPECIFIC DENSITY OF OS5 OR EQUAL n MAE. n 31T14
<br />;i rV PHON& "RIDIT-7545, � "Xift"W Te PTIOM' (�)�7M M� (W)MR-OW 20-176
<br />, #� - n ET7
<br />`T�'m OR, P. ploit. FJOL' (iHT,)sft_wn7 20-176 20-176
<br />mo -- DRAATT ft _1 11- - TORONTO; ft
<br />- I- [ ORAWAT ft C4_00011711;
<br />WALM �_ `11A`NfP`.TTP-0w,___ - - 1 - 1 ONTO w w 29, 1 P1_ Rm;ITR A TRW �.. P.IL
<br />n", t-11-P4 SNEET -0 N 26 TEM. * 11 i i FORM uk- IT FOP -4:i:
<br />FLORIDA u� IT
<br />COMPONENT5 FOR SERIES 2000 & 1000 E-Z tiANG SJORM PANELS
<br />(SCALE 1/2-l)
<br />(MAL
<br />25011*
<br />1EFFECINE 2 250*
<br />�_l 3 ITO .500,
<br />075' .075
<br />Typ_
<br />O.OM- 4K THICK 2.5w*
<br />GALVANIZED STEEL EOGE_
<br />MED TYP. A-M
<br />EDGE ;RACE 50 MINIMUM MAIL kj'
<br />A G-60 GALV. t +
<br />48.9
<br />L
<br />§ 2,470"__j
<br />STORM PANEL F" -2,470- -J 4ZI
<br />REVERSED -h- TRACK (1) RVffJMD "U* TPACK
<br />PANELS ENO UP
<br />W/ Timum EDGE.
<br />SO
<br />-1! L
<br />.8!3.
<br />7
<br />j25' .125*
<br />-7
<br />P
<br />ISOMETRIC VIEW DETAIL A 2.OM. ?
<br />ROUNDED CORNER 0 ENDS OF PANEL'S 25'--71
<br />END UP W/ HEMM EDGE. S 0.
<br />ED
<br />(M.TS)
<br />J. IWK PAtIEL/4000"ER 2!x5'(MpxJ ALUM. ANGLE
<br />I
<br />125* 6061-TO Alum. ALLOY
<br />8
<br />No. 44167
<br />J FLORIDA BUILDING CODE (Nigh Velocity Hu cone Zone),
<br />I e2mH, nVILOO. m
<br />Y OF 20 GAGE GALVANIZED STEEL STORM PANEL
<br />GLOBAL PROTECTI ON PRODUCTS. LLC.
<br />3*x3*(M2xJ ALUM, ANGLE STOP BAR 'NA 41041 &w. I $rpm
<br />i I* LONG OUT In- DWEL 0=4
<br />6063-76 Ajum. ALLOY poom, (seLIM-7-43, FA& 20-176
<br />-
<br />22 0120
<br />/24 (91E eavo
<br />-1
<br />1 724 4r (�)W/oRw/OM'0 (sm MIT 2 PITTLOW) 3- M., 2'/24 J� V/24 maLm
<br />EACH 3. FOR NA�� M
<br />TICEPEOULLE L TSGRPW� 1* w. OONORM AMCWCRO
<br />OF S OM2 somem" ON smm hu,,
<br />a
<br />02
<br />END OF&
<br />60 X 'L'
<br />PAMJ PANEW Nivam "(EMO WP..�
<br />Non 3.4 KLDW SEE NOTE 2 3. WILON 2 4 TOM ±.A 4 BELOW
<br />I j 1 16;- j .1 11 HF4,
<br />tj SL OF
<br />40 X 'V 4, 1:
<br />I ITJ F n"'I I I T 1-fL-I-rl In T _FTTT1 i
<br />it f
<br />vIiixoir rw
<br />4 i� REXTE
<br />tc,d:DUXL:� m 110ACRE11 MAY BE UXATOD 6"m1% ALOr"
<br />Off END OR
<br />*
<br />bZ�P*%AT TO BE INSTALLED AT EACH
<br />9=1ALTAITLIM. INSTALLED AT EACH ---GE
<br />BE =19 To FACIPLIDGEM=
<br />DTICAL ELEVATIQN FOR S REAR HANDLE TO TYPICAL ELEVATION FOR "'J" j AEARNAN
<br />FACILITATE F JNTTUNOED To BE INUALUEG F`OM
<br />IF INTENDED TO BE IPMALLEO FROM INSIDE Of STRUCTURE
<br />E-Z HANG STORM PANEL INSIDE OF STRUCTURE E-Z HANG STORM PANE
<br />SCALE av SCALE 31W - I'
<br />1/4- M GAP GAP 1/4- K GAP
<br />f 7 777"'K 7 7 7"'7 7 7--=
<br />SECTION I-B
<br />MATUE 31W - I"
<br />(1), =NfffQft_.Q�. E - 2 HANG STORM PANEL SYSTEM CONSWING OF PANEL +
<br />NOTES TRACKS AT TOP & PAK41MAIE PLUS OR 15' LONG
<br />0). UMM 12E SERIES 200, E - 2 SAW STIFFIN PANEL SYSTEM CONSISTING OF PANEL + (rAT1 BOTTOM W/ FANaVATES,
<br />TAN" _mp & BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECTED TO EXT BY MEANS Of
<br />(2). IANELMAT1%,jEC` v -,
<br />lED PANELS SKINLI ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR TCgS% ", S. WW/T END PANELS
<br />BE PROVIDED AT TOP Of SUCH PANELS, SHALL BE C 3 2'
<br />,p)"i./t/411-20'/.
<br />S. WHO NUT OR 1 4"0,-201,3 Min, THUMBSCREW mm TAP EPT
<br />(&C AS
<br />SHALL CONSIST or DESCRIBED ON ELVIO).
<br />(3). IF END PANELS ARE CONNECTED 70 = rKeR NOTE (3) , W
<br />ITT Mi� THUMBSCREW
<br />ITM/ TAPPED 4�C L C'. OF FASTENIERSMITF." EITHER OF TWO (3). FOR CAM WHEN END PANELS ARE IF AT
<br />END PANELS ARE Nat STOP BAR
<br />oil
<br />D(TERPOR FLAT FLAMM OF END PANEL 11-mo
<br />PROVIDED AT TOP OF
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (Le. A STOP BAR
<br />IS ONLY M A&,TP ATHUM TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK (4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />MOUNTED TO ONE INTERIOR PANEL
<br />4 `W�p
<br />USL E IN 0 GAPANELMATES,
<br />NO S TRACK MAY OC (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS MAY BE USEDDNStnfMGY
<br />TO BOTTOM CUR AT No 3 ACT ATrACHING: BOTTOM TRACK TO WALL
<br />ANY FANEL LOCATION. PANELMkTES FO No = ON i0TION A�UW
<br />%,TWO
<br />V U,2'
<br />. SEE ANCHOR SCHEDULE ON SHEET 25. MOE DISTANCE 7 CAVITIFT10.11 PANEL ShT W El
<br />(5), SEE SECTION 1', 3' & 4- ON SKET 24 00HUJIMMA, 110T.NEED TO BE COP Wr% %r MEANS. S:i INSTALLED
<br />k Tit SUG THAT AMACENT PANELS LEFT RIGHT PANEL) HAVE
<br />THEIR OVERLAPS RETAINED BY
<br />CEN
<br />Or ,yCEN S, FLORIDA BUILDING CODE (High Velocity Hu cane Zone).
<br />No. 4 167 20 GAGE GALVANIZED STEEL STORMI PANEL PA.
<br />DEATH W.
<br />LLC. 01/211/3020
<br />STAT OF GLOBAL PROTECTION PRODUCTS, Dci�
<br />f VIL -0... \
<br />E C 4"
<br />1P, sm, 5 STAIM 20
<br />T1`UT WAIL M 3M14
<br />-176
<br />COO- -
<br />TOM 75"m m "Wiml-m
<br />INUALLATION
<br />R TAILS EQR SERIES
<br />PANEL (1) INM EQUIRED
<br />2000 AND 1000 E-Z HANG STORM
<br />CONCRETE OR CONCRETE BLOCK
<br />_06-
<br />0-
<br />OW"m TxuuE
<br />A
<br />BMW
<br />ARM DETAL, A,
<br />on.)
<br />5
<br />SEE SCHEINAS
<br />I'm M.
<br />1 4
<br />7
<br />OEM
<br />GLAM
<br />Tier ScHiOuLT:
<br />SEE SCHEDULE �2WV
<br />15 I/= TO CLASS.
<br />To MAIL
<br />v`m 0~
<br />'Al.
<br />Ll
<br />eN.V=
<br />=0
<br />a
<br />A; 1-
<br />DMOUtITTV
<br />P
<br />ow P.
<br />ED so
<br />ilow"
<br />��ZW4'
<br />TRACI,
<br />9w
<br />OP -�wwv 20
<br />6
<br />NOTE I
<br />WALL MOUNTING IML
<br />T
<br />1'. 0
<br />WALL AND DIRECT NEIMING INST,
<br />T
<br />smar 251
<br />FLOOR TO CEILIN NG INST, BUILD -OUT MOUNTING
<br />WST.
<br />WN14
<br />sm spow1mvms Pw
<br />L
<br />Bit-
<br />=IGNMOP
<br />SCALE 3/8-1- SCALE 3 1'
<br />4
<br />_1L
<br />OF Aha. j ON �14 �N
<br />OWAULATOW TYPE OT, � n g
<br />8
<br />0
<br />CAN K
<br />cowsm N ANY VIA, To SO Aw
<br />z NO. 44167 FLORIDA BUILDING
<br />e2m umm
<br />CODE �Ntqh Velocity Hu can* Zone)
<br />STATE OF 20 GAGE GALVANIZED
<br />Mn STORM PANEL F.P's,
<br />buo
<br />DETAIL I
<br />SCALE: ilr - 1*
<br />VIEW
<br />EA ma, wm I
<br />on stleuka
<br />9-m 26)
<br />GLOBAL PROTECTION PRODUCTS. LLC.
<br />P"m- (W)-N-7.%Sw
<br />Fft 20-176
<br />Cn
<br />(D
<br />ca-)
<br />-+--a
<br />U)
<br />C13
<br />0
<br />FJ5
<br />0
<br />CIO
<br />0
<br />A
<br />L)
<br />a)
<br />U)
<br />w
<br />z
<br />z
<br />SHEET NO.
<br />SH 1.2
<br />
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