|
- ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 A, 20�- - _
<br />3 3" MAX,
<br />1: MAX. 31l 407, al 20/8,
<br />MON, feel 7AW/19 A UW/20 I' MIN.
<br />0 0 7-
<br />F
<br />�FT H 11
<br />I I j
<br />ly"c'm Fol
<br />! �LAFAXL 01 l
<br />NED"
<br />L*t sul am -11L
<br />as
<br />7
<br />1�7
<br />L
<br />CIT,
<br />D.wl
<br />:3-- 17 17 ;rAl wa WIN a UFT A, 4" PM16 41VI7. Up& 3- Il
<br />=/;�=tg a &*/20 Umm L�l NW/19 III sel I' Mol
<br />ANCHO" (SEE SECIKM ON SHEETS 17. 16. is a 20)
<br />OPTION #2 FOR WEE SAFETY STORM PANE ELEVATION
<br />SCALE 3/1l 1/4- W
<br />(Dal 2" -CDOAQ
<br />Bell Ol WILM
<br />pil I ?
<br />SECTION A -A
<br />SCALE 3/ilr_i,
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARA71ON
<br />PANEL
<br />DESIGN PRESSURE
<br />L (ft.)
<br />TO GL46SS
<br />1
<br />CONDl
<br />RATING (P.s.f.)
<br />(SEE SECTIONS)
<br />+55.0. -72.0
<br />W-8,
<br />1 2 3/4'
<br />UNBOLTED
<br />v
<br />MAX
<br />PANEL LENGTH
<br />(SEE SCHEDUM
<br />INSTALLATION DETAILS FOR OPTION 92 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ill IAFCOFI ANCIAORS 'l 100111 "C"O" 114 1.�41 Tell ANO-ves
<br />IN 2. D.C. . r - 0 ; TAPOON ANCHORS
<br />O.0 O.0 0. 0C
<br />PMM CoNcal
<br />OR CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE.
<br />OR CONCRETE OR CONCRETE OR CONCRETE
<br />BLOCK ROLIWD .1 FLOCK: F&OLqw BLOCK REQUIRED , 'h BLOCK REQU1AEO I
<br />--C:�_ -c -
<br />I I/v j 1/4' ff 1 1/4" 1/4'
<br />r
<br />F-C Mal rj wel
<br />r
<br />_016
<br />z
<br />we el IN 3
<br />NUNN=
<br />.du As Ne
<br />ce
<br />NR eel leff,
<br />Oal
<br />CLASS I
<br />:4 Me.
<br />IF
<br />E.D* E De G
<br />E-DA EDl-
<br />_E
<br />A TAX All W/
<br />-__"FA_'S_
<br />I
<br />M WASHER .6-
<br />JI VANG MIT WASHER
<br />0 12 I1r 0! (BEYOND)
<br />'-,7Jro 3/32' WING FAUT N\�? U32;=)
<br />WASHER 0 12 1/2' OC WIINEFT
<br />TAPCON AAC10011tS TAPCON AW-40AS
<br />1/2- O.C_ I/r O.C.
<br />(WAGGERED W/ STUD) IN 4 1/2- O.C.
<br />"All CONCRETE �OURO CONCRETE
<br />POUPW cow e9l CONCRETE
<br />OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK ON Cal BLOCK
<br />nmam REQUIRED ItEQLNRM WOLOW
<br />WA"T= WALL M0115M Al WALL MOUNTIM6 DWALLATION WALL MOVONG OWAtIATM
<br />SEMM SA SECTION "
<br />0 RlEg" PANEL 0 LIFE Sil PANEL REGULAR PANEL #_LATF�TY PANIEL
<br />SCALE 3,11'. SCALE 3/8l SCALE 3/il SCALE 31e.1'
<br />SEE Bell IN A 30 FOR AMMM TYPE A,
<br />No= "M
<br />S"ZM FOR pc%TftL411" NM wm
<br />bel -0" WWOO Oil
<br />3
<br />FRAW 9utow
<br />980" ANCHOR SPAM" AM M"N
<br />I= DWFAM AM ONMrA?M 04 THIS
<br />-N_. �=
<br />I.
<br />3
<br />SOMU Me ED UM TWO! ONIGAIED ON
<br />semmm AMU= AMCF" SPACING 0
<br />AKLTfty" 9VA:pc N*M ON soeviu
<br />_F I aeleese wee, Ill
<br />3
<br />JOWL 91k, am omm
<br />IF
<br />5, "a NaLwee, rocmn FOR DO
<br />OPOMPOIN 10 IN POSWRL MOROCCO
<br />is
<br />SPAM OffRARD USING FACTOR OWL "Of
<br />IF ums TFAN to"" SPOCS4 "Deva
<br />FOR EACH AMCIKIR TYPE ON TFd SCHEDIAS
<br />FLORIDA BUILDING
<br />INSTALLATION
<br />DETAILS
<br />FOR
<br />OPTION #2 FOR Ll Sl STORM
<br />PANEL SYSIEM
<br />INIQ EXISTING
<br />IZO TAIPCON ANCHM
<br />POURED
<br />CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />I 7APOON ANCHOAS
<br />NFI'. mr_
<br />REBUKED)
<br />NUMAW"M
<br />REGUW49D
<br />11/4
<br />ti
<br />Ef
<br />. -
<br />r gar.
<br />1=1Eq
<br />2
<br />A
<br />t7
<br />47
<br />PAKELMATE Pas Tel
<br />;,3/32* WIND MIT WASHER
<br />I Okc,
<br />REGLO"
<br />WALL MQUIMALLATION
<br />3
<br />0 REQUILAIt PANEL
<br />9CALE 3/0*-1"
<br />SIX MEET It 111 20 FOR ANMQft WINE A
<br />All "Ft
<br />71W.-T
<br />'l
<br />-I--
<br />PM
<br />T"WERR"
<br />VACANT FOR WW^"?Od MM ORION
<br />ift mom WNIANN 0.4
<br />FRW @YIN&
<br />MDAM now vvzom me LOMM
<br />ma osvin " 04KAM ON TM
<br />SCWMU MR ILD LM THAN PONATIM 'a,
<br />SOM" mma mom WAM IN
<br />MULTrLwa SPACM soft ON SCHIMIULF
<br />AWAL VA I= own"
<br />MICRON,
<br />BY M MLONM FACIDAIL me 11011
<br />DAMON TO K POM&L INDUCED
<br />js
<br />SPACNIC QW-M USING n".=NOT
<br />It LENS THAN MOOM SPAC&C
<br />FOR DOW AACHC* "W 09 THIS CNEsw
<br />1 1
<br />3 i/r
<br />(�=)41/3r WING
<br />-IPAIM CONCRETE
<br />OR CONCRETE BLOCK
<br />REOUNRO
<br />WALL 00�kl AT IATWN
<br />41 LIFE SAFETY PANEL
<br />SCALE 3/6'-1'
<br />No. 44167
<br />Ill. uALAMAINVAEun
<br />9"
<br />to
<br />w�
<br />RB
<br />at
<br />-0
<br />GO
<br />GO
<br />FLORIDA BUILDIIMG CODE fth Vl Nu cal Zorw
<br />T&T= el 2D GAGE GALVANIZED STEEL STORM PANEL rp
<br />In
<br />GLOBAL PROTECTION PRODUM,
<br />L E C =0,�,, 4m Let. hI $"W
<br />Ow FILL 113.
<br />moc W.)mo�luc Ill two"-ww 20-176
<br />ec ft
<br />INSTALLATION MAILS FOR OnON #2 FOR IFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM 90M MW PANIML
<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1 E-Z HAND STORM PANEL "" ON THIS PRODUCT MALUKTICIN DOCUMENT (P-E.Ol Hil SM VERIFIED MR COMPLANCE IN 8-1) M"MUM EMBEDMENT OF TAPCON M04M AND PANELUATE FEMALE M IN, PAMELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDTION) OF THE FLOP" BUILDING CODE. BLOCK SHALL BE 1 1/4-
<br />DESIGN WIND LOADS SFKL K DETERMINED AS PER SECTION 1520 Of THE ABOVE MENTIONED CODE. El MMWJM EMBEDMENT OF 1/4-0 X 7/8- CAX-41 ANCHORS S."LL BE IS 7/8- VM CONCRETE.
<br />FOR THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHAUL BE PERMITTED.
<br />T A WHERE
<br />=Dl FOR A 16 AND SMALL NOT EXCEED THE MAXIMUM (XS.D.) -20 SS SIDEWALK BMTS USED SHALL BE LONG ENOVON(S"OULD ANY Full MAT 0 To
<br />vow W-4DER W= MEN"
<br />itcumm 74� 1/4' ERIAL MY)
<br />1/4-0 TAPOON 0 6- O.C, DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 IN, 26.
<br />ENGAGE 3/4' IWO AKHM.
<br />1/4*0 TAll 9 IF GC.
<br />1/4-0 TAPCM a r O.C. THREADED IN ORDER TO VERIFY THE AWA CONDITION. ULTIMATE DESIGN WOE LOADS DETERMINED PER ASCE 7-16
<br />W/1 t/2 1114RAGED
<br />PENEYMAl ie L i f- ---- mom SHALL BE FIRST REDUCED TO A.&D. DES" 0111111) UDADS BY MULTIPLYING THDA BY 0.5 04 To TE PANELS K FOUND ON THE EXISTING WALL,
<br />AT 1 . Ol El IN CASE THAT PRECAST SITONE. OR PRECAST COMORE
<br />wow M. WOOD WADE* HEADER TO CCAMPARE THESE 0/ MAX. (AS,D) DESIGN PRESSURE RXIINGS INDICKIED ON SHEETS 25 111 25. ANCHOIRS SHALL BE LOW ENOUr.4 TO REACH THE AWN STRUCTL BEll RICH PANELS. AN
<br />WAM
<br />HE-= HEM" "LAM RE DMAGE
<br />IN ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE Hall OVER STRESSED, A 3301 INCREASE SHAU. K AS MENTIONED IN 9, 1) AND 04 15.2)�
<br />1/4- IN MLOMKE STRESS FOR WOO LOADS WAS an ISO N THEN ANALYSIS FASTENERS SWING TO WOOD Hl KEN
<br />.,/v 1/4- U., I Mel (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEETl OF r AN 'S
<br />M DETERMINED IN ACCORDANCE WITH Ill 2015�
<br />Idel T 2. V~ACTURER. TIONS HE CHOR
<br />STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS KEN VERIFIED W ACCORDANCE WITH SECTION 1620 OF
<br />WOOD HEADER 2' WOOD HOW
<br />Froul MITI REQUIRED
<br />br.
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 0 2032. AS PROTOCOLS TAS201, it a
<br />TAS-202 " TAS-203 SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, OLD"
<br />IS SHN-1 ABET VERIFY THE SOUNDNESS OF THE STWUCTUIRE WHERE SHUTTER
<br />OR WOOD FRAM BUILDINGS.
<br />Z THIS SYSTEM HAS BEEN DESC440 TO K OMAILLED ON THE OUTSIDE or T14E OPEWING ACCESSING THE ON rp THE
<br />DOING am
<br />L INSIDEl"MUSIE OF A LADDER OR UrT THIS APPLICATION IS VALID WHEN INSTALLATION 5 INTETIM To BE PERFOINIED 12, THE PSrALLAT" CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMARK IN CORTNAVA
<br />TRW OF STRUCTURE.
<br />CONTACT WITH THE Bull 10 PREVENT WM/MN INTRUSION CAULK AND SEAL SHUTTER TMCKS ALL AROUND FULL
<br />57.0a LENGTH.
<br />'ll GLASS Al v
<br />M.. as (off sal (SIX sceruLt (sal saeom 3. WKS 1000 IS APPLICABLE TO Sell AND DOUBLE HUNG STYLE WHOM VAIEN INSTALLATION tS REQUIRED To BE
<br />If) PERFORMED FROM THE INSIDE Or StRUCTUINE.
<br />I pma LEMGTw siew Ile
<br />PANU LENGTH V Me. Mcl EXISTING Ok SHM s) 11 STORM PANEL INSTALLATION S"Al COMPLY WITH SPECS INOICATO 04 THIS ORAINING rLUS ANY BUILDING AND ZOM#4
<br />'i (SEE NOTE I BELOW) (SEE MM I BEEL RESAKAIMS PROVIDED BY THE JUR1SiM'RON WHERE PERMIT IS APPLIED TO.
<br />EMM so -MY!" I PANEL LENGTH NIFFINYON : . PAREL LE14GTH -L M. GLASS Mel
<br />ISEE NUT t @ELOW) EXISTING To duss (SEE NOTE I BEl ID o� 4. SERIES 2000 OMM.LAT*N 401 APPLICABLE 10 SINGLE AND DOUBLE HUM AND HOIftZOl SUDEFIS STYLE WWDOWS WHEN
<br />_Oa 9DOw PANEL LENGTH NOALLAMN IS REQUIRED OF PERFORMED FROM THE INSIDE OF S7RUCTURL 94 ATINUM WROM AND DOORS. OC. I - Z HANG STORM PANEL SyS IS IFA pe
<br />CLASS GAINS 7 (SOT SOMIDULE -4 v PANEL LENGTH TEhl mw JOING
<br />54 am aw 14) ow ow is) ISEE NOTE I BELOW) (SEE NOTE I KLOW) 5' ALL ALLN"All EXTRUSIONS TO BE W63-15 ALLOY AND TEMPERL (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODJCT EVAUJAMON DOC MENT l D.) PREPARED By THIS ENGINEER IS GIENERIC AND DOES NOT PROVIDE
<br />7 S.S, Ml W/ Ulm
<br />ALL ALUMINA SHEET METAL USED At CLOSURES SHAUL HAVE 3105-HI4 ALLOY. INFORMAIIDN FOR A SrrE SPECIFIC PROJECT; i.e. WHERE 714 SITE CONDR*NS DEVIATE FROM THE Ill
<br />714,0 3/
<br />32
<br />WIND Wfl
<br />'Wow
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND MIALLAINON INCLUCKNO LIFE Shl OF
<br />NUT
<br />Ie4l'# CON 9
<br />TAP 'alp- 7� ALL STEEL SHEET METAL PANELS SHAU "AVE STRUCTURAL QUALITY STEEL� ASTM A-653 GRADE 50 MIT.. GALVANIZED SIM THIS PRODUCT BASED ON THIS PE.D. PROVIDED HE/SHE DOES Not DEVIATE FROM THE CONDITIONS DETAILED ON
<br />Oc 'r
<br />DESrJAIM Wl 58.5 W (AFTER ROLLO). THIS DOCUMENT CONSTRUCTION SAM AT WE IS THE CONTRACTER'S RESPONSIBINUTy.
<br />Mill a ALL SCREWS TO BE STA04JM STEEL 304 OR 316 All SERIES OR CORROSION REWAXT Cal CARBON STEEL AS PER DIN THIS PRODUCT EVAUATION DOCUMENT WILL Of CONSIDERED WVAUD IF MODIFIED.
<br />r 50018 W/ 50 Ill YIELD STRENGTH AND 90 kill TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4
<br />(d) SITE SPEC" PROJECTS SMALL BE PREPARED BY A FLORIDA REGSITERED ENGINEER OR ARCHITECT eHl Al
<br />9- BMTS TO BE ASIM A-307 GALVANIZED Sl Olt AM 304 SEP" STAINLESS STEEL WITH 36 1& MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF JECT All. RESP014S OPER
<br />USE Cr THE P,EZ, EHG1;6%0#%CE0l )ACRRUGFHES PARODELEGAYOND D*"�OW TKO THE P.E.DBILE FOR THE PR
<br />10, ANDHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SIM SPECIM DRAWINGS FOR REVIEW ENIMME". SMALL
<br />(A) 921M.
<br />(a) THIS Fil SKALL BEAR THE DATE AND ORIGIN& SEAL AND SKMTURE OF THE PROFESSIONAL ENGINEEFI or
<br />RED
<br />1/4 TAPCON ANCHORS AS MANUFAM Rf ITW BKALDEX. PC, (NN. fel Till RECORD THAT PREPARED I
<br />/4o 0 IT 7/8 CALX-IM ANCHOl AS 4141OXACTURED BY DEWALT INC. (MAN, It-3al cl,)
<br />Cal Call 1/416-20wl M.S. 10. 7/4� US W/ VO. 10
<br />Wl "ITT r ACCORDANCE FIFTH F
<br />718l - - #114- AAWUMATE FDAkE 10 IN PANELVATE PLUS ANCHORS, AS h*MNACnJV4M BY ELCO C TO- STORM PANEL MANU ACTURMS LABEL SNALL BE LOCATED ON A READILY VISIBLE LOCATION AT STOW PANEL IN
<br />02' Wh�V 00 3/32' WM NASHER (BEYOND) 1 1 (I*ll P.2 1) ONGTRM Fol PRODUCTS
<br />WASHO OF 12 I/T aC WINNER 0 12 1 r 0 C t SECTION 1709-0.31OF FLORIDA BUILOVID OODE ONE LASEL SMALL K PLACED MR EVERY OPENING,
<br />t- LADELING TO COMPLY WITH SECTION 709.9.2 OF THE FLORIDA BUILDING Col
<br />NUT WINNER (BEYOND) 1/4-0 TAPCW 0 r OLG_ tL1
<br />0 a, O.0 "?Ilry 1 3/32' WIND NUI Al WNWILRA EM9EOXwEW OF TAPODN ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4* AND 2' FOR PANELMATE
<br />2.4* wooD 3/32,
<br />THRIAGED
<br />P" 2.4* W= PLAX NUT
<br />THwam D*MWW Flown- REOLWO WA54EM 0 6 1/4- O.C. REOVM wAsHER 0 (wrollia) FEMALE 10 PAINELMATE PLUS.
<br />=U`11 OF PLATE
<br />-04 ANCHORS SHALL BE IS 7/3' 1 0 Col
<br />WOOD PLATE PAhOJiATE PUA NO EM INTO
<br />OF PLATE OF PLATE rO* WOOD RATE
<br />114 1 ANELMA #14-10 Il MINIMUM EMBEDMENT OF 1/4*0 X 7/r CAl FIT Im BcDkon
<br />PIATE PLATE . . 711/4� O..L 0 6 1/4- O.C. ANY F04H VATOWAL $KILL BE PERMITTED
<br />ia�v WALL WUKn1MQ IMIALAIMN Val r:r 1/4' 020 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUCH(SHOULD MY Tel MATERIAL EXIST) TO ENGAGE 3/4-
<br />A. MOL THREADED .96r"*"
<br />AT mowom OF PLATE AT MtOWWH OF PLATE INTO ANCHORS. Fell
<br />WALL WOUNTM WALL M AlFWAM fimp 40-
<br />SCALE 3/Ir-I* AL3) IN CASE THAI PRECAST STONE. PRECAST CONCRETE Pull OR PAVERS BE "OUND ON T14E EXISTING WALL OR
<br />FLOOR. ANCHORS 94ALL BE LONG ENOUGH TO REACH THE VAN STRUCTURE Bl SU04 PANELS. ANCHORAGE SHALL
<br />INIMUT WALL rION WALL MQUKTM I ON
<br />a RE= �x a rOw"15 E L SCALE 3/8'-1'
<br />SCALE 3/8--l' SCALE 3/0l 1" MO BE AS WEXWD IN A I) AM IN Al).
<br />T1
<br />III. T1 0 REGULAR 0 LWIE SAFEN PANEL I No. 44167
<br />............. (9) TO EXMANG CONCRETE Bl *Al
<br />SCALE 3/8--j- WALE 1*1
<br />I. NIMALL&TONS ARE ONLY ilel FOR BUKJNM WITH A_1�0. DES" LOADS F101MA BUILDING CODE (Wgh Velocity Nwwu one Zonal Ile FLORIDA BUILDING CODE (High Velocity TIM cal Zorl - 1/4- 6 TAPGON ARMORS AS ~ACILRED BY 0 1 W ENJILDEX. INC 2. FLORIDA BUILDAING CODE �Nlqh Velocity Hur one Zone)
<br />UP To .5S.3, -nO Pl A-40 Pool LENGTH UP 10 Ill %0.4 157 exam NJIUXI. ell am, I el F1 0 X 7/8" CALX-14 ANCHOM AS MANUFACTURED BY OEWALT INC (F*ISCO ps,!.)
<br />20 GAGE GALVANIZED STEEL No. 44167 20 GAGE GALVANIZED SIM SIM PANEL 11/4.
<br />STORM PANEL DRAW MY UNION Vil --# 4-10 PANELMAIT FEMALE 10 Al PANEIMATC PLUS ANCHM, AS MANUFACTURED BY ELOO CONSTRUCTION 20 CARE GALVANIZED STEEL STORM PANEL
<br />2 IN NEW W= FRAME CONSTRUCTION, WOOD MONIERS TO BE SOUTHM IN- 1. WWAUAr"S ABC ONLY VALID MR OVADMOS Wl Al DES" LOADS PRODUCTS (0'.-2071 ;l
<br />UP TO .55.5. -72 0 PSF AND PAMWS LENGTH UP TO 9' 8" W/XV3=
<br />GLOBAL PROXCrft PROMM LLC.
<br />ME NO, 2. W/ SPECIFIC DENSITY OF 0.55 04 IOUAL z
<br />11LIEl GLOIBAL PROTECTM PRODUM LUC. all I MR NEW WOOD FRANC CONSTRUCTION: WOOD IAEMMAS TO BE SOUTHERN 11LIECO. -M Lx i SMUT 1111IFIECO.-I. "BAL MTMM PRODUM U.C. Pull
<br />4140 &w. 51 STEM TIME NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL OR% , em &x 5 wow
<br />INAIT I N, OWL Fill- 33314 ONAL It. 33314 Dow. FL 33316
<br />I, Fol rvoll ftow twIewl "All wMew-sm
<br />19- 1 20 Wgll
<br />WMIX � .= W. PHONE,, 0*-)M-T*W Feel M4)mw-*M 20-176
<br />Nee 20-176 il v M.. IPM-� _10"011 Fell
<br />-.1 a- ININ gnaw AFL CA-0l O%WAV w M-aeol r awsm KI,
<br />MV i - MA/SmOLW4,mn sAl . Tew
<br />I - I . I - TLONM Ull &
<br />ISM9 ! 1 : 1 : swaa Is or n. well 0 a
<br />[fill! Ull 4 UP4111 kshwll 4 �4
<br />,I
<br />-_IS.jW(YQTAj WON)
<br />2A5l
<br />1/4'
<br />2.957'
<br />12.5W (EFFECTIVE Wl
<br />Ol bell THICK
<br />O&VANM STEEL
<br />ASTIM A -SW
<br />GRADE 50 WPA%JM
<br />\ PD*
<br />KOARP
<br />EDGE
<br />KtAIL
<br />3.300
<br />2,2.'2
<br />-RETAIL
<br />"AV
<br />STORM INANFIL
<br />UP
<br />W/ NCMMM EDGE.
<br />ae
<br />6250
<br />om
<br />130MURIC VIIEW DETAIL
<br />2000.
<br />ROUNDED CORNER 0 ENDS OF PANEL'S
<br />END UP W/ HEMMED EDGE
<br />.750
<br />(N T,S)
<br />I
<br />1 -2,000----1
<br />*.r TRAM
<br />7r- 125'
<br />(tyl
<br />A
<br />I - .7513-
<br />3"W(binx.) ALUM. ANGLE STOP BAR
<br />I I I LONG
<br />6053-TS Alum. Al
<br />RMnEQ `V TRACK
<br />-.73l .
<br />.450 1
<br />dy'P.;
<br />PANEI J�
<br />4WR
<br />W61-To *Awn. ALLOY
<br />Tyl
<br />2.5DD'
<br />2.2 44"
<br />w
<br />S REVERSED "l TRACK
<br />i2S'
<br />2.060'
<br />2"W(Max.) l ANGLE
<br />FLORIDA BUILDING CODE
<br />- __ , _e, , , , . "1". 1 .- - __ __ -- I- I LT V
<br />I PAI&) INnael r V' -
<br />m "M 2. 4 IRM I 1 (00 Poft)
<br />su "M 2. 3, NEW.
<br />-HII:
<br />32 AM
<br />J
<br />40 X -L'
<br />WE NOTE 4 @am
<br />Me MR CONCRETE ANC.Oft SU
<br />I, Fill. -1101"At 1. W 23;
<br />R,T" I 0ol OR /Ol su SECMM OFF Ill IF LAST PAW TO HE I MWALLED AT EACH
<br />TYPICAL ELEVATION FOR SERIES. 2000 OPENING 94MI Full ME
<br />AM KV40LE TO FAGWAX
<br />E-Z HANG STORM EL M SLYMM W NTMO TO BE 061AUED FROM
<br />Pd" OF STRUCTU111F
<br />_jf-v.- - CAP 7 (", "' w
<br />I I Sl \ _7_ 1_7 S-7 \ 7 \ 7 7 _7 '77 \ 7 \ 7 j
<br />er V-0WOR-0.0
<br />sm
<br />MME,
<br />0). aCnIM AE_5E&U_1DQO� E - 2 FANG STORM PANG. SYSTEM CONSISTING- OF FAND.
<br />Col TRACKS TOP & BOTTOM.
<br />SHALL ALWAYS 13E CONNECTED 'TO BOTTOM! TRACK OTHUMSE A STOP BAR
<br />(eDS=10E PROVIDED AT TOP OF SUCH PANELS.
<br />(3), rF DID PA14ELS ARE CIDWCM TO BOTTOM TRACK. COWZ-*k SMALL CONSIST Of
<br />47 Ill %Al MINING NUT OR 1 /M4yft
<br />A &C ll rALMOSCRE*
<br />9f`= BOTTOM OF FASTENERS AT EITHER OF TWO
<br />EXTIERIDIR FIAT FILANOtS OF END PANEL
<br />(4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.q. A STOP BAR
<br />IS ONLY USED I TOPaATNl KV4CLS SMALL BE CONNECTED TO BOTTOM TRACK
<br />l
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<br />3 2'/24 10- 1'/240- (w el 3 Novel
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