|
.3 MAX.
<br />1:MlN.
<br />D.M.Or 4
<br />0 0 0 0
<br />7
<br />ANCHORS (SEIC SECTIONS ON 0411713 17. 18, 19 AT 20)
<br />&V a. aw?. 4107. 0/11L 3, MAX!
<br />IT v wm/ac, 1*w/NL 7w/it a ww/w I' MIN. '
<br />14- exi, , �'Nxl
<br />Lot wrt, 0-ft
<br />7
<br />71-1 A
<br />tq�)i PAWL LENGTH
<br />HCDUW
<br />(SEE Sc
<br />Mao j
<br />IS LIFE
<br />Fwft saimm oommm
<br />sea MR a U!" Is ill" OW46
<br />W116
<br />3 Mwx� 3-
<br />1 L10.6WItS. IANIIS A OW/30 XW/ 9 & OW/so MAX.,
<br />BAN.
<br />ANCHORS (WE SECTIONS ON SHICIETS 17. 18. 19 & 20)
<br />OPTION J2 FOR LIFE SAFETY STORM PANELCi) 1ELIEVATIN
<br />SCAM 3/14--l- w
<br />aft
<br />low L
<br />SECTION A -A
<br />SCRE 311W.I"
<br />MAXIMUM JILS.D.
<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L (k)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (P R,0
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0, -72.0
<br />W-$'
<br />2 3/4-
<br />UNBOLTED
<br />INSTALLATION
<br />DETAILS FOR OPTION #2 FOR LIFE SAFETY
<br />INTO EXISTING WOOD SMICTURES
<br />r
<br />STORM PANEL SYSTEM
<br />CPU HEADER
<br />-, i -ill= WADER
<br />^10
<br />i=A11101
<br />1/4-. TAPOKW 0 41-
<br />�Z�Al Sw�wo
<br />TAW Ir D.C.
<br />I I �; ?7
<br />TA g. 0r .0 T�� Re I
<br />- - 414
<br />HE
<br />HEAD"
<br />M
<br />HEADER
<br />.
<br />wow
<br />"LAM HEADER
<br />,
<br />�q 01,011
<br />now
<br />-/2*
<br />0
<br />, 114V
<br />IS
<br />IF
<br />i
<br />b12*
<br />r
<br />,
<br />L
<br />G
<br />LK6104
<br />:�w
<br />Exopm
<br />- am
<br />PIVIICL LENGTH
<br />smil
<br />us SIM I" L* lft.�
<br />V Mes. A,
<br />PAM LENGTH sman Yo,
<br />(SEE "an I BELOW)
<br />PANEL LENGTH
<br />10, I.-A�
<br />(BE[ NIM I KLOkV) v ASK,
<br />PANEL LENCH
<br />EXISTING
<br />CLASS
<br />(SEE "M I KUM) CLASS,
<br />TO OLFM
<br />(SEE NOTE I Ki owl
<br />cm
<br />wow NUT
<br />T
<br />Av N4 I
<br />4
<br />'PENETRATION . 4 1
<br />WaWUr. OF
<br />FT.
<br />G
<br />&
<br />0
<br />COwT
<br />CONT
<br />.9
<br />1/4:=4*S.S M3, W/ 1/4-9-2 Y4-S.S. M.S. W/
<br />7/S i -
<br />V" NUT
<br />313r KING NKIT
<br />3/32 WING
<br />SOONER 4 ill Ilr OX w"Dwo)
<br />WINDOW OF 12 1/2' O.0
<br />1"410 TAPCON 0 a, Oc
<br />NUT wam[A (BEYOND)
<br />*0 TAPCON 0 #* O.c
<br />W410 Tspcoe 0 Ir D.C.
<br />IMA*O
<br />mtmxnm W/ FW)
<br />AOODM W/ PLO)
<br />ktowTH
<br />THII[ADED
<br />nevicsocc,
<br />OF PLATE j
<br />OF PLATE
<br />OF PLATE
<br />-JN;MWM
<br />PLATE Q4;XOO PLATE
<br />"Aaa PLATE
<br />A
<br />ix"we PLATE
<br />WALL MOLINTMI WQ1 I AMON
<br />W" MOW- MUI I ATION
<br />ar am
<br />WALL MAU
<br />_JWMQ
<br />jug" MAhIMW
<br />LAM
<br />0 REGULAR
<br />soul 3/4 .1.
<br />PANIEL a
<br />0 R�p JEL
<br />a "PAIRL
<br />a MOM
<br />ISEL
<br />SCALE 3/9--l-
<br />SALE 3N.I"
<br />SALE 3/81.1,
<br />............
<br />1. WW#AAAIO'4 ARE ONLY VALID To* J)" VOH A.SO.
<br />up To s", -no Pv Am ftal.'so"UDICT" I* To W-11'
<br />OCOM LOADS
<br />4 1
<br />FLORIDA BUILDING CODE (High Velocity HU curve Zone)l
<br />t4m=. SK: y NU
<br />To
<br />20 GW GALVANIHD SML STM PANEL O&M ff�
<br />2. "a NEW WOW nL" CONM=" 7 MEMKN 70 K SOUTHERN
<br />om MD. 2. ill/ SPECITIC KNIM OF a Opt IWAL
<br />-e
<br />arto/an
<br />GLOUL MUCTM PRODUM U.C.- ME.
<br />11LIECOINC.
<br />4= 1.00. IH simm
<br />Ft. 31014
<br />rw OU)NO-M 7 20-176
<br />"'hilld PL
<br />M- i
<br />I
<br />WAIIIN*WA"lbtm
<br />WIM REQUIRED
<br />Sell
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTUR S
<br />41 lArcom 404M ve TAPOON ANCHORS 1AFCON ANCJ4ORS TAPCON AIC-M
<br />91 D.C. . ; OQ 9. 01C. t oc
<br />1A1
<br />. In
<br />POURED CONCRETE,
<br />a" CONCRETE
<br />91.0" factwu I
<br />r-C -
<br />0,4
<br />Ms..
<br />POURED CONCRETE
<br />OR I
<br />GLOW REOUMM
<br />POURED ODKV",
<br />OR CONCRETE
<br />ROCK f4m~ 1
<br />-wa_
<br />G
<br />_3
<br />if
<br />ow IS
<br />ev I
<br />- I
<br />FT I VIT'S . 3/3r /2* O.C,
<br />' NUT
<br />*"'a
<br />WSHER 'S 12 1
<br />�14- TAPOON ANCHORS
<br />4 1/2, o,c-
<br />($tAOMO R/ STUD)
<br />MMAMM BLOCK
<br />wtouot[D
<br />WAU MMM119 w-am"TIM
<br />a ffm LIEL
<br />SCALE 31r-1-
<br />tot 0
<br />3/32' WING
<br />NUT wAss" (wy")
<br />WTAPCON ANCHORS
<br />4., Ilr 0&
<br />(VAGGM w/ STUQ)
<br />POURED CONCRETE
<br />OR OWRM 111.0001
<br />RECUNKD
<br />WALL WQU$= INSFALLATMIN
<br />11 UNCOMANFIL
<br />SCALE 3/8'-1.
<br />vat OW to * So IN -,own T"t
<br />ANCHOR "M
<br />11�170_
<br />wpm
<br />WPCM FOR NEV41ATAM ,a =0
<br />Now usaws (k)
<br />3
<br />fft" ouuim
<br />WON" ANCHOR OWAM ANO MINIMUM
<br />Do" INFIANCE ARE @MO= M THIS
<br />11011VAS MO ED. LM TWA INDICATED
<br />"ED= ANCHOR "Am By
<br />NUALIft"02 vocolo vow ON 90coutt
<br />Acaft go. 40K Tow"
<br />own=
<br />w "It OOLLOWN FAMM MR THIS
<br />04WAM TO K PCIML MMM
<br />jr
<br />SANCING ovomm tow FA" SWLL Not
<br />a Uss . MR. PKINI;
<br />fACH 41004111 TYK ON Ties SCHEDULE
<br />1417-
<br />J,ff
<br />CA-
<br />4ISS IF_& IV/
<br />wm Mo wkv"
<br />f
<br />_V4,L2,0014IS11 M.& IN/
<br />is = WING NUT WASM
<br />Is, it I/e C,c
<br />(avow)
<br />1APM ANCHORS
<br />4 1 CC.
<br />6 4 1/2- ac
<br />POURED CONCRER
<br />OR CONCRETE BLOCK
<br />RECLOM
<br />WALL "tMNG INVAUATM WAU
<br />POURED Come"
<br />on CONCRETE BLOCK
<br />W.&A%M
<br />MOLMNO !Ifil I AWN
<br />0 fiff"AMIEL IS
<br />SCALE 3/111
<br />L&JOWEAPANKL
<br />SCALE 3/8*-?"
<br />IF 1 Ell: " IL
<br />_1 ,
<br />�q ;GN 10 4 O.CO
<br />MH
<br />Q2
<br />7; IN sy
<br />HEADER
<br />/4-
<br />ILL 02F.
<br />W= HEADER
<br />WOOD HEN".
<br />1= wmrDLu
<br />oN Tow 'a)
<br />se...
<br />PANEL Loom
<br />ESEE NOR I BELOW)
<br />PANEL LENGTH
<br />(su NOR i BELOW)
<br />SS. JILL I ef
<br />NUT
<br />0
<br />I " I
<br />to I -
<br />2-W WOOD, PLA
<br />,nE 3/39; SIM NUT
<br />REQUIRED 01AS"IE 0 5 /4* C.C.
<br />#14-10 PANWMIE
<br />6 6 1 ""le
<br />NOW I
<br />Al MOWWH OF PLAR
<br />WALL UQUNM IM I ATION
<br />SCALE
<br />I. INSTALLATIONS APE ONLY VALID MR BUILDING$ WITIN ALSO. MARK LOADS
<br />UPTO 4501.13-72.0 PSF AND PANEL'S LENGTH LIP TO W-S"�
<br />2. FOR WEST WODD FRAA CONSTTILCTIONI WOOD MEMBERS TO K SOUTHERN
<br />Pwr No 2. W/ SPECIFIC DENSITY or GAS OR CDUN_
<br />7 1
<br />2*.4' WOW P�ATL 7/5*0 . 3/32' VAG Nut
<br />AMOCO, *ASHOR 0 (1lEfONQ)
<br />014-10 PAWLWTE
<br />IS 6 1 "4o.c, 17
<br />WN.
<br />AT MORWH OF PLATE
<br />WALL I ON
<br />0 al �SAFM "PANIEL
<br />k SCALE
<br />"OUREP
<br />a. C-af "I.
<br />REOVAM r
<br />INSTALLATION DETAILS FDR
<br />INTO EXISTING POURED
<br />OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />T/4* TAMCON NOV"
<br />7A" ANCHOIS
<br />1-4.
<br />r.*. D.C.
<br />POU=0"altom
<br />OR OCK
<br />REQUIRED i --c!
<br />/4'
<br />4 1; 1 1
<br />19
<br />t7l
<br />'P PANELMAR PLUS If/
<br />3/32'WM NUT INMINE*
<br />1/4*
<br />WALL WykM VOLUTM
<br />SCALE 3/8".1,
<br />= OW IS a 30 MR A031M TYK A,
<br />ANCHOR vm
<br />SPACING, FDA INSTALLATION$ SIM OM
<br />wo, mom V,,Mo O-j
<br />3
<br />3
<br />FROM BLMDM
<br />MINIMUM ANCI-10411 VACM AND MM"
<br />CODE D*r*A= ON 60"TIM ON 7-6
<br />-Sxx
<br />S
<br />SCHM" FOR to. I= THIN ININQUIED 04
<br />SCHDIULE Ran=
<br />OLTIPL"d Wwm WeRm 04 smew
<br />ILS-4
<br />BY " FOL(OM AMC- F_ 1_
<br />~M 10 K POSSIBLE. IBM=
<br />1 5 -
<br />11PACIAR OFAM USING FACTOR SHALL MITI
<br />BE LOS THIN MMMUM SPACING WINCATILD
<br />Mo V4. ANCHOR T4" 00 "a samom
<br />Is*
<br />libi
<br />A
<br />I E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LD) HAS WEN VEW" FOR COMPL16KI IN
<br />ACCORDANCE WM4 THE 2= (71h EDITION) OF THE FILOMDA BUILDING CODE.
<br />DESIGN WIND LOADS $01ALL BE DETERMINED AS PER SECTION 1520OF INE ~ WW40NED CODE.
<br />FOR A WIND SPICED AS REQUIRED BY THE JURISGICtION WHIM THESE SHUTIM '"LL INSTAL
<br />NOT XiMUs"
<br />WIT A MKCTONf4jfY FACIOR K4.0.05. USING ASCE 7-18 AND SHALL EXCEED TZMA , G.)
<br />DESIGN PRESSURE R47M INWARD ON SHEETS 25 & 26.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-15
<br />SHALL K FIRST REDUCED TO &&D� DESIGN WIND LOAN by MU01PLYlNC THEM BY US IN ORDER TO
<br />10 COMPARE THESIC W/ MAX. (A.S.0) DESIGN PRESSURE RATINGS IN04CATED ON SWID175 25 & 25.
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P E.G. AS RM WERE NOT OVER STRESSED A 3n INCREASE
<br />IN &LOWAKE STIRESS FOR WIND LOADS WAS UQL USED, *1 THEM ZiALYi4 FAVEkM PACING 10 WOW HAS SM
<br />DETERMINED IN ACCORDANCE WITH M-D S. WS
<br />gMft PAKCS ADCOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS 111SA VERIFIED IN ACCORDAKE WITH SECTION 1926 Or
<br />THE AIDIDNt MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. W_ REPORT 0 2032. AS PROTOCOLS TAS-201.
<br />TAS-= AND TAS-203�
<br />2 THIS SYSTEM HAS KEN DESIGNED TO BE INSTALLED ON THE OUMN OF TWE OPENING ACCESS" INE OPENING TRW THE
<br />INSIDE W/O TNE USE OF A LADDER OR UrT THIS APPLICA71ON IS V" WHEN INWALLATION IS INTENDED TO K PERFORMED
<br />FROM! THC INSIDE Of STRUCTUIVE.
<br />3. SERIES TOOK) INSTALLATION M APPLICABLE TO SINGLE AND DCKJBLf HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED to BE
<br />PERFORMED FROM THE 01= Of STRUCTURE
<br />4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGUE AND DOUBLE HUNG AND WOMONM SLOM STYLE WINDOWS WHEN
<br />INSTALLATION 6 REQUIRED To BE PERFORMED FROM THE INSIDE Of STRUCTVRE.
<br />5. ALI ALUMINUM EXTRUSIONS TO BE 6063-T15 ALLOY AND TDAM, (UNLESS awwsw NOTED)
<br />III. ALL ALUMUM SKW METAL USED AT CLOSURES SHALL KWE 3105-HI4 ALLOY
<br />7. ALL SIM SHEET METAL PANELS SHALL "AYE STRUCTURAL OLIALM STEEL. ASTM A-IBS3 DUDE 50 MM.. GA&VANIZIED STEEL
<br />DESIGNATION 111 561 kW (AFTER ROLLED).
<br />0 ALL SCREWS TO BE STAINLESS StM 304 Olt 318 A& SERIES ON CORROSION RESISTANT CIATED CARBON STEEL AS PER DIN
<br />50018 IS/ 50 kill YIELD S71RENGTH AND 90 AS; TENSILE STRENGTH Ar SNAU COMPLY W/ PLORiDA BUILDING CODE SECTION Z*JI.J.3.4
<br />9. BOLTS TO BE ASYM A-307 24LVAMZED STEEL, OR ASI 304 SERIES STAINLESS STEEL. WMH 36 Its, MINIMUM YIELD SPRENCitH
<br />10 ANCHORS 1. WAU SHALL BE AS FOLLOINS:
<br />(A)
<br />1/4-0 TAPDON ANCHORS AS MANLWACTLOM NY ITIN BLALOCK. 00C. (Mft 1'..3122 D.wi)
<br />1/4' 0 IT 7/6' CALK -IN AKMORS. AS kiANUrACTLAED BY DEVIALI INC. (MiN. f-SE100 p-Ij
<br />1 14- 10 FAMELMAR FEMALE ID & PAMELMAR PLUS ANCHORS. AS MANUrACTURED 07 ELCO CONSTRUCTION PRODUCTS.
<br />(fe-3350 P..0
<br />A.0 MRAMLOW EMBEDMENT Or TAPCON ANCHORS INIO P"ED CONCRETE SHALL Of 1 3/4' AND V FOR PANELMATE
<br />FEMALE 10 & PANELMATE PLUS.
<br />A2) MNWJW EMBEDMENT Or 1/4-0 X 7/8- CALX-IN ANCHIM STOLL BE IS 7/5- INTO CONCRETE. NO EMKD~ INTO
<br />ANY FROM MATERIAL SHALL K PERMITTED
<br />1/4- 11-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENCKXMSHOULD ANY FINISH MATERIAL EXIST) TO 040" 3/4'
<br />INTO AKMONS,
<br />AL3) IN CASE ?W PRECAST STONE. PRECAST CONCRETE PANELS. 00 PAYERS BE FOUND ON TME EXMTINO WALL OR
<br />FLOOR. ANCHORS StWl BE LONG ENOUGH 70 REACH THE MAIN SMICTURE BEHIND SUCH PANELS. AFICHORAGIC SHALL
<br />BE AS MENTINED IN AI) AND IN &2).
<br />1 /A- 0 TAPCON ANCHORS AS MANUFACTURED BY I I'M RUILDrX. INC
<br />:/4 * 0 X 7/111� CALK-401 ANCHOR& AS MANUFACTURED ST GESTALT INIC (rm-11500 PSI.)
<br />4-10 PAWIMATE FEMALE ID AND PAMELVATE PLUS ANCHORS, AS MANUFACTURED Or ELCO CONSTRUVICS!
<br />PRODUCTS (11-2071 psi) F
<br />-4 a
<br />E-DA
<br />1 '"we A44ELVAnr
<br />/. . 3/3r w" W"
<br />(BEYOND)
<br />WALL MQLK_W If"A10
<br />0 UftM 'LM
<br />�PANEL
<br />SCALE 3/6*-1*
<br />W I) MINIMUM UMOMM OF TAPCONI ANCHORS MO PARELMAIE POWILE ID At PANaMAYE PLUS INTO COPXAM
<br />BLOCX SHALL BE I I/,-
<br />B.2) MNMA EMWXKV Of 1/4's k I/$- CALK -IN ANCMCIRS SHALL K IS 7/8- INTO CONCRETE.
<br />NO EMKOMEW ONTO ANY FINISH MATCRIAL SHALL ME PERMITTED,
<br />1/4' 0-20 SS SIDEWALK DOLTS USED SHALL It LONG DOUCK(SHOULD MY FINISH MATERIAL D" TO
<br />ENG.'a 3/4' Iwo ANCHORS.
<br />8-3) 01 CASE THAT PRECAST STONE. Olt PRECAST CONCRETE PANELS IN FOUND ON TNE EXWM WALL.
<br />ANCHORS SKU BE LONG ENOUGH 10 REACH THE &AN STRICTURE KMW RICH FARM. ANM�
<br />SHALL ft AS MENTIONED IN 11,I) AND IN 9.2).
<br />C) ANCHORS MAI BE INISTALLCO MLOWA; ALL OF THE RECOMMDMTONS AND SPECWIATIONS OF THE ANCHOR'S
<br />MANUFACTURER
<br />I I FT SHALL SE
<br />AFTM:EISPONSIBIL Or THE 0 VERT" THE SOUNDNESS OF THE STRUCTURE. WHERE SHUTTER
<br />RISUR�"
<br />. .2=
<br />Is TO IN TF4 SHUTTER SHALL 014LY K ATTACHED TO CONCRIER. BLOCK
<br />OR WOW FRANC SUILDINCS.
<br />12, THE INSTALLATION OONTRACTOR 15 70 SE&L/CA1JLX ALL SHUTTER COMPONENT WGICS WHICH REMAIN NO COKYNWUS
<br />CONTACT WITH THE BUILDING 10 PRIEVIEN1 WINO/MMN INVERUSMON CAULK AND SEAL SHUTTER CRACKS INA AROUND FULL
<br />LENGTH
<br />13 STORM PANEL INSTALLATION SKALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY &ALDM AND ZOFVAC
<br />REGULATIONS PROVIDED By THE JURISDICTION WHERE POW 13 APPLIED TO.
<br />14. ATRIUM WINDOWS AND DOORS. W_ IE - Z HAW STORM PANEL SYSTEM- IS PADERE Mo g.
<br />III (a) THIS PRODUCT tVALUATION DOCUMENT (P.EA) PREPARED BY THIS ENGINEER IS GENERIC; AND DOES NOT PROVIDE
<br />IWORMAION FOR A sn swcwic PR6xcr: i.e. WHERE THIL SIR CONDITIONS W44TE FROM THE P.E.0
<br />(b) CONITIRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALUITION INCLUDING LITIC ShIr" OF
<br />"" PRODUCT BASED ON YNS Is E.0 PROVIDED K/SHE DOES Not WVIATE FROM THE CONDITIONS OrTNUEC ON
<br />THIS DOCUMENT CONSTRUCTION SAFETY AT SIR IS THE CONTRACTOR'S RESPOFIS4IUTY.
<br />(0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSADERED INVOLO IF MOW".
<br />(4) SIR SKCW)C PROUl SPUILL K PREPARED BY A FLORIDA FICOKMANCIR ENGINEER OR ARCHITECT WHICH WALL
<br />BECOME THE POMIEE"
<br />leog�gr WALL
<br />ft=..) FOR THE PROVECT AND WHO WILL K Ill FOR THE PROPER
<br />USr or THE ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL
<br />SUBMIT TO THIS LATTUR THE SIR SPECWNC DRAW04S MR RCIFIEST
<br />I*) THIS PLO. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />RECORD THAT PREPARED IT
<br />10. SIM PANEL MANUFACTURIERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />ACCORDAMM WITH SECTION 17011-9.3 OF FLORIDA BUILDING CODU OW LABEL SHALL FIC PLACED MR EVERY OPENING.
<br />LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA RALDING CODE.
<br />CIO
<br />-a
<br />:>
<br />.5-0
<br />2
<br />@-so
<br />cc
<br />2
<br />CD�L-
<br />cc
<br />0
<br />4-
<br />cn
<br />2
<br />16-
<br />cl
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<br />co
<br />0
<br />III*-
<br />0
<br />CIO
<br />>
<br />An
<br />-0
<br />E
<br />2
<br />c U
<br />402
<br />.0
<br />. a
<br />IL
<br />P
<br />- -7
<br />cn
<br />Q1 �
<br />7
<br />c`sj
<br />Z'iz
<br />LLJ
<br />c%j
<br />L.)
<br />C14
<br />C=,
<br />CU)
<br />CU
<br />E
<br />cp
<br />10JJ -10,
<br />03
<br />E
<br />M CD
<br />COMPONENTS FOR SERIES 2000 Ift 1000 E-Z HANG STORM PANELS 3 /24 .1fir 2 00,M INSTALLATION RgTAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-v') fm�i* t"m..IL 1'/24 2 w/ on W/O (w mm 2 $DIM 3, Ms. 2*/24 V/24 cm NOTI: j artm PANEL Cj) INTO POURED CONCRETE OR CONCRETE BLOCK
<br />0 &ACH -r T I* I". r r C440M AVD.M T Tihso. 3" M_
<br />- - ----- - of lemoD." am SHEET A KIM um am V1.4111,
<br />m $OCT*" a- ow
<br />15.1w (TOTAL ill" 2.230' 1.1, Sul
<br />(EFFECTIVE MO"
<br />cn -&-sell
<br />2.250* 4
<br />1 -1
<br />14W
<br />R.
<br />I A YM T
<br />2.244' 1 IMAM
<br />4k%opmm am Ewe 9 0
<br />Go it T 1 0,
<br />C-60 MY SIM 5
<br />L
<br />I" P"
<br />-1 3k'-' , P 4'
<br />200' *--2.470- 7 CIO
<br />r
<br />49 it
<br />HEAMED TYP GRW Do MINIMUM .547 w 7
<br />w kvn: a. & 4 @RAW ME Nout I, m FEE 4
<br />-653 2.744 N-M) vwffntwm ser"a eva) I wit .71;4,
<br />ROD,, . AM DETAIL &Y 10 : �7 -
<br />T STORM PANL 40 IT L. _T
<br />I
<br />L 40 4-0 T T I T
<br />REII "h" TRACK
<br />REVERSED -U- TRACK KI 3re wwm&r Lesse
<br />CIO,) no M, no I%. I kw
<br />k SCMAMM "k*'" - I I/, -
<br />es CONCINTI: MOD.M. SM jn-% To TRANS FOR M ?a
<br />MY ogim'.1. to Ihm y L le. =m
<br />as SHEET M MR =vw- TO. SWAMVO*-
<br />21 Do 111,11, Gum.
<br />W/ "or" CODE: 1, 1 1 0_
<br />'I-, -) . I 0?0"W PANELS (D To at swALLER, AT LACH am obwAm IF
<br />x"ll2w .11.r To W INSTALLED AT EACH LAM PANEL cn
<br />OW rMICAL ELMnON FOR ALWAYS K I=,& MWIDN= <
<br />10 w "M- TO K WITAU" "M
<br />12!: M=10 S�A=lx E-Z HA SYSTEM OON Of S"&-CTUn
<br />.12F E-Z HANG STOI&M PANEL= ST02 WIN
<br />TYPICAL ELEVATI
<br />so" 3/w. I-
<br />ol� 1, - I 1 11 -@
<br />lus,
<br />130WErRIC VIEW DETAIL A am* 000*
<br />ROUNDED CORNIER 0 ENDS OF PANELS
<br />v V-0)sv - 0
<br />END UP W/ KAM CODE,
<br />]L I SECTMIN B- 411. An
<br />1- K/ \_7_ 5_7 _7 S 4 7
<br />SECTION A
<br />(N.T.S) VW - 1- 3
<br />NOTE& TRAUS AT TOP A PA14LMAIT PLUS OFT IV LONG
<br />Mw I ; - 1
<br />1 _2000, j (1) E I HANG STORM PANEL SYSTEM CONSISTING 01 PANEL + .. .& SIR
<br />(JrAf BOTTOM W/ PAIALMATM, A cu
<br />(1) 0041111011-0-SERIEL=. f - 2 MAM STOft PANEL SYSTEM CONSISTIMC OF PANEL :84% as
<br />C-1 TRACK$ 70P & SOTTOM. 'i. 4 am
<br />(2) DO PANELS SHALL ALWAYS BE CONNF411 %=~, to to ses, iar
<br />TO EXWNO BILL *Ali BY MEANS OF
<br />WE PAMELMAIES 011 IF USED END PAWLS 1, son,
<br />SHALL K COSM " IS MT AS ft FA, . SIAS
<br />@) 2"RIS"(Max.) ALUM, ANGLIE (2) SHALL ALWAYS K CON CRO 10 SCITIMAK TRACK OTHERWISE A STOP BAR iRD TO
<br />1150611-TIS Sum. ALLOY V PROVIDED AT TOP Of SU04 PANELS.
<br />WING NUT berr 2mv
<br />125' (3). W END PANELS APE (�����SHALL CONSIST or DC&CMM DC*h Ila?SVI Lm" moygm [MST, w in 5- ch
<br />M" THUMBSCREW (3) FOR CASCS WHEN CUD PANELS ARE IS "W UC%CT.W&, (P AT WALL UMNIING INST, I
<br />EITHER OF TWO jEP 7 FLOOR To crt"Na mov a INST,
<br />DIRRION FLAT FLANGES OF END PANEL END PANELS ARE NOT 6M Slop BAR 0 SWWCA"Lf I AMAUL CIO
<br />(4). rArK PROVIDED AT TOP Or SECTM 'g.
<br />IN CASE THAT ENO PANELS ARE NOT COMMCCTED 70 BOTTOM TRACH: (JA MOM M
<br />r6 A STOP BAR (4). MR WALLATICIFTS WHEN END PANELS AND SOW OMOR PM60S AIX DIRECTLY INALE 3/4-1
<br />PANELS SHALL BE COW� BOTTOM TRACK movirrit To Exw ou occrwxrow onaumDAM FDA
<br />04 A(IWLM TWO No SKI WALL �AT =0F r0TrD`MrE7RWMKPT`0iMWAU. uu OF 1w Is a As
<br />IISSMOMYSMACTA (3) ABOVE, IN SUCH CASE. CONNECTION OF PANELS
<br />TO Bottom TRACK MAY OCCUR AT ANY PAWL LOCATION MAY BE VAC:=Y&C:r.0' SHOW ON ELEVATION AND IS I AT
<br />IN crewel OFIB 'WAMS T).
<br />kit TWO 4 N.
<br />IS
<br />� V ��
<br />(5) SEE SECTION 1'. 3' Ill 4' ON SH1117 24- SEE ANCHOR SCHEDULE ON SHEET 2b. MML
<br />11419 Not MO T-OK-co.w-Nw=S1M= = %&,-U INSTALLED C.
<br />750 065, CTY0.) I I sen
<br />SUCH THAT ADJACEW PANELS Q LEM III KNOW SIDE OF PANEL) HAVE
<br />* . -- N. " A
<br />.. 1. THEIR OVERLAPS RETAINED BY Q). 1.1.1 NO. 44167
<br />NO. 44167 FLORIDA BURLDING CODE (Nigh valod"Y H no Zone) I : . - FLORIDA BUILDING CODE (NIgh VokKqty Hu cans Zone)
<br />FLORIDA BUILDING COME (High Velocilly lowu INS, Zone), 0 Ito a 110"am vouwrft CAN
<br />cmem A, ANY w To
<br />up 20 "a GALVANIZED STEEL STM PANEL No. 4 167 "M ?LIM INK, 20 "a GAILVAIMM STEEL STORM PANEL wraigm ; 79:.. Suir nc 1KM= Set 20 CADE "ILVANIM STEEL 51 PANEL To
<br />CAN. ft asaws w. wAw 0, z
<br />OWUL PROUCTON MIDUCTS. U.C. ST MOM� DETAIL I CLOW mmcnoN PRoDum, uc.
<br />BIG. DAM, z
<br />111SIECOi 11LIECO. 4= L 11 VPW
<br />CTION PRWUCM LLC. OF
<br />3NA"Wax.) ALUM, ANGLE STOP go CLAM MTE wa
<br />S. .0. ftopc "141, ra (UH)M-M
<br />SOW. FL 3331. 661t."iLl 33416
<br />I I" LONG Itionk f TAKE, FL'
<br />20-176 0 rw OMAN-9m 20-176 ? 20-176 <
<br />sm-lb MUM. ALLOY
<br />v. Nexiffiffix � fies I Oftemes ft
<br />owmea Ism ohm" ft:
<br />",k= TRUr I,.. P.L. Se 11- F09 1 . i-
<br />USA "I - F09 imm IS w 0- 1 - I . I . f .
<br />SHEET NO.
<br />SH 1 .21
<br />
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