|
--ANCHORS (SEE SECTIONS ON 94EETS 17. 16. 19 & 20)-- ----
<br />3: MAX. 307. 4071 504. 49/17, SO/m, 3
<br />1 MIN
<br />IIAW/1111, 7AW/ill & GAR/20 7m/lo is ow/w
<br />0
<br />0 0 0 0
<br />L =-1 L
<br />7
<br />4,T--,--,
<br />k14 Storn, - - I
<br />;AN6. or-� -0.
<br />HUT a UUT 4. R04 411/17. 31/10.
<br />MIN. SAW/20
<br />ow/1% 71INIF/11 a 110WATO
<br />(SEE SECTIONS ON SHEETS 17. 18, 19 a 2O)--------1
<br />OPTION #2 FOR UFE SAFETY 5TORM PANELD) ELEVATION
<br />SCALE 3/1w-l* /I' Aix. W
<br />L#i*l 14 zi*l;IIJ$j;j 01 Kim I rX4 I'MET =4 I: m l; m INTIM 14.11141
<br />MAXIMUM A.S.D.
<br />Max, PANEL LENGTH
<br />DESIGN PRESSURE
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RAnNG (P.S.f.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0. -72.0
<br />8'-8-
<br />2 3/4'
<br />UNBOLTED
<br />ult T. ANC,.
<br />INSTALLATION DETAILS FOR OPTION
<br />INIQ EXISTING POURED rZONCRETE
<br />ANCS.
<br />#2 FOR UEE
<br />08 CONCRETE
<br />SAFEU STORM
<br />BLOCK SIRUCTURES
<br />'!APCON ANCHORS
<br />PANEL SYSTEM
<br />TAPCON A14CHORS
<br />D.C.
<br />POURED Ow
<br />1
<br />""%�,
<br />t
<br />Oft CONCfR=ETE
<br />am FmwRm
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<br />BLOCK REQUINIED
<br />11-1
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<br />t",-14.A.0 12 1/2- 04�
<br />14' TAPCON ANCHORS
<br />4 1/�!' 04,
<br />(STAGGERED W/ STUD)
<br />7-
<br />:z
<br />Z
<br />ia\-718`0 3/32' WING
<br />, NUT WASHER (BEYOND)
<br />1/4- TAPOON ANCHORS
<br />_4
<br />(-L:4121�cwll STUP)
<br />SCALE 3/8*.l
<br />SEE SHEET 19 At 20 MR ANMIRS TfPE
<br />N11:1110111 TIM
<br />i/4-.
<br />�
<br />SPACWG FOR 04SULLATOS INTO WOOD
<br />W NOW WAMNS BA4
<br />FRAmE BuLam
<br />MRAILM ANO" &WX*IQS AND MINNUM
<br />WGIC VISTANU ARE WGICAIED 00 THIS
<br />SCHODIALE FOls CA USS 1HAN RANI 014
<br />SCHEMAL RMAX ANCHOR SPAG`Nc BY
<br />MULTIPLYING SPACING SHOWN ON SISIEDIALE
<br />3
<br />ANA 9A OW 11010M
<br />RION
<br />BY THE mwoc FACTOW FOR INS
<br />OPIDII TO BE POSSIBLE REDUCILD
<br />I 1/r
<br />35
<br />I
<br />SPACM OUINNED USING FAC" WVJL NOT
<br />K LESS rAm WNWAN SPACING folum
<br />FOR EACH ANCHOR TYPE ON THIS -
<br />- 7��
<br />F-
<br />Mom.
<br />"SS. M-& W/ 1/2-
<br />Wm
<br />L-;= /TP NUT WASHER
<br />0 12 1/2* O.C.
<br />J/4- TAPCCN ANCHORS
<br />0 4 11r O.C.
<br />SCALE 3/0'- 1
<br />Lt' "' '41-S, xLS, W/
<br />.E�2 WING NUT WASHER
<br />ll��
<br />0 4 1/2, D.C.
<br />INSTALLABON DETAILS
<br />INIQ EXISTIN9
<br />----y4'. TAKDO AWHORS
<br />FOR
<br />POURED
<br />J2EI10N &2 FOR UEE SAFETY SION PANEL
<br />CQNCRETE OR ONCRETE BLOCK 5IRUCTURES
<br />1/4' TAPOON ANCHORS
<br />SYSTEM
<br />r D.C.
<br />F a sr
<br />POURED CONCRETE
<br />Olt CONCRETE BLOCK
<br />REQUIRED i
<br />\A
<br />A
<br />POURED
<br />OR CONCRETE BLOCX
<br />REQUIRED
<br />lf4'
<br />L
<br />Exm
<br />GLASS
<br />J- al-
<br />__j
<br />, L _171.4;10`0 PANELMATE PLUS W/
<br />W44 NUT WASHER
<br />#1�10-0 PANEIMATE PLUS W/
<br />-7A'O . al3r WIND NUT WASHER
<br />I;e3/3;2
<br />as 0
<br />(BEYOND)
<br />--eOURM
<br />CONCRETE
<br />CONCRETE
<br />WALL
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />lWQUkMNG INSUUAM
<br />OR CONCRM BLOCK
<br />REOUIRED
<br />WALL MQUNTINQ INSIALL&IM
<br />;=ON SA
<br />Ilt REGULM PANEL
<br />SCALE 3/8*-1'
<br />A
<br />9
<br />0 LIFE MIM PANEL
<br />Ao MMI4111111 " SCALE 318--l-
<br />.
<br />SEE &W I & 20 FOR MCHOM TYPE
<br />SPACING FOR W9AU.A= INTO WOOD
<br />ARM "M
<br />Atmatmiss: 1
<br />. ...........
<br />FRAME "Aft
<br />MINNUILIANCHOR SPKs" Akc ~m
<br />IRGE DISTANCE AW WOCATO ON IM
<br />w AND" WI
<br />"soasovoixt, a
<br />3
<br />3
<br />.44167 S FLORIDA, BUILDING CODE (High Velocity HUT 0000 Zone)
<br />w
<br />ScHm" MR ". LOSS THAN ""I" ON
<br />SaIMU REX= ANCHOR SPACING BY
<br />VASeq 3
<br />31/2
<br />com wom m
<br />lk'ot STATE
<br />r.0
<br />20 GAGE GALVANIZED STEEL SWIM PANEL
<br />WAXPLYING SPAC04 SHOWN ON SCHEDULE
<br />BY Tir FOLUX" FACTORS. FOR TAM
<br />opammm TO BE POSSIBLE, REDUCED
<br />SPACING OWAWW usm FACTOR my
<br />mraim
<br />---- --
<br />lilpo..
<br />s. ORI
<br />/T ME C -0..e
<br />DRAWN &`
<br />GLOBAL PROTECTION PRODUCM I.I.C. LIM-
<br />BE Lm TWAIN Mpg" SPACING TES
<br />=
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<br />FOR IACM ANCHOR TYPE ON Ties, SCHEVAUE
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<br />INSTALLATION DETAILS EQ8 QPTION 92 FOR UFE SAFETY RM PANEL SYSTEM INSTALLA110N DETAILS EQR QPTION #2 EOR UFE SAFETY STORM PANEL SY$TEM 0WIFIRAL HIM' Y" F--z HANO STORM BRIC-SOM
<br />INIQ EXISTING WOOD STRUCTURES INIEQ EXISTING WOOD STRUCTURES I - E-2 HAND STORM PANEL SHOWN ON THIS PRDDUCl" EVA.UAT" DOCUMENT (P.F D.) RAS SUN VERIFIED FOR COMPLIANCE IN 8,1) MINIMUM EMBLEDUENT OF TAPCON ANCHORS AND PANELMAIE FEMALE ID & PANEIAIATE PLUS INTO CONCRETE
<br />7/ , q - ii - ACCOMANCE WITH THE 21120 (7th EDITION) OF THE FLORIDA BUILDING CODE BLOCK SMALL BE 1 1/4'.
<br />7, Tl'o� �l -77 -1
<br />�z DESIGN WIND LOADS SMALL BE DEURMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, 8,2) MINIMUM EMBEDMENT OF 1/4-0 X 71r CALK -IN ANCHORS $HALL BE IS 7/0- tNTO CONCRETE -
<br />FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHLUqTERS WILL BE t%AL AND� NO EMBEDMENT INTO ANY FINISH MATERIAL $841 BE PERMITTED.
<br />E MAX Ue
<br />FOR A DIRECTIDNALfff FACTOR Kd-OJTS. USING ASCE 7-16 AND (A$
<br />HEADER J)
<br />NOT EXCEED 1/4" 0-20 SS SIDEWALK BOLTS USED $HALL BE LONG ENOUGH(SHOULD My FINISH MATMAL. EXIST) To
<br />gza"ER Dism "ESSURE minvics ITIVICATIED ON SHEM 25 & 26,
<br />0 8, D.C. 1/4-0 TAPCOH 0 6- OX, ;(4*4 TAPOON 9 r O.C� 1/4-0 1!�CON a a- CLC� EWAGE 3/,V KM ANCHOR&
<br />THREADEI) r 1/2' WIN. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTU47E DESIGN WIND LOADS DMWNED PER ASCE 7-16
<br />WOOD WOOD $HALL BE FIRST REDUCED TO A.S.D. DES" WIND LOAD$ BY MUCTIPLYM THEM By 0.8 IN ORDER TO 8-3) IN CASE THAT PRECAST STONE, OR PREQsST CONCRETE PANELS BE FOUND ON THE EXISTING WALI, C)
<br />=DED �M=CD F&COOTION At WOOD t HEADER
<br />HEADER HEADER HEADER TO COMPME THESE W1 MAX. CKS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SHALL BE LONG ENOUGH 'TO REACH THE MAIN STRUCTURE "NO SUCH PANELS, ""AGE r- 0
<br />HEADER StiALL BE AS MENTIONED IN 3.1) AND IN 5.2).
<br />C=
<br />W IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THLS P E.D. AS TESTED WERE NOT OVER STRESSED. A ZaX INCREASE
<br />--/2- 1/4" IN ALLOWABLE STRESIS FOR WIND LOAM WAS NM USED IN TKOR ANALYSIS. FASTENERS SPACING TO WOOD HAS OEM cl%i
<br />M-. DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS, AND SPECIFICATIONS OF THE ANCHOR'S N
<br />1/4" 2' 7/1 MANUFACTURER
<br />I Mo.
<br />wow WAM
<br />SIORM PANECS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE 144S BEEN VERIFIED IN ACCORDANCE WITH SEC71ON 1626 OF
<br />Lot , i I I
<br />RIOUIRED LL
<br />T44E ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT f 2032. AS PROTOCOLS TAS 201, ll� ft WALL BE T14E REWONSIBILM OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203, SHUTTER SHALL ONLY BE ATTACHED TO COMORM BLOCK
<br />4,� It/ .
<br />OR WOOD FRAME BUILDINGS. 0
<br />2, 11,45 SYSITEM HAS BEEN M*NW M BE VWALUED ON THE OUTSIDE OF THE OPENING AMUSING THE OPENING FROM T14E
<br />WIDE W/O THE USE OF A LADDER Oft LIFT THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PMFORME13 12. THE INSTALLATION CONTRACTOR IS TO SEAI/CAUUK ALL SfaJTTER COMPONENT EDGES WMCH REMAIN IN CONTINUOUS N
<br />TRW THE INSIDE OF STRUCTURE. CONTACT WTTH THE WILDRING TO PREVENT WIND/RAIN INTRUSION. CAUIX AND SEAL SHL17M TRACKS ALL AROUND FULL Cj 0
<br />SOVAM" Us,
<br />LEMM.
<br />L7 so CLAIM 10 VILASS PERFORMED FROM THE INSIDE OF STRUCTILOR, 13� STORM PA14EL INSTALLATION SIOU COMPLY WITH SPECS INOKATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />(om Sam" m Sww�mu' (Sm $04MULE 4, SERIES 10DO INSTALLATIO14 19 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE
<br />PAW ON 11"1 10) PANEL LENGtH ExiSTING ON $Hw Is)
<br />(SEE NOTE is)
<br />BELOW) REGULATIONS PROVIDED Of THE JURISDICTION WHIERE PERMIT IS APPLIED TO.
<br />I PANEL !fEaN. (SCE NOTE 1 BELOW)
<br />EXISTING ttaiissmw t Orm PANEL UENOTH CLASS
<br />Its I . LIONTAL
<br />To QU`dS
<br />m MASS :a� INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE MOE Of STRUCTURE 14. ATFdUM WINDOWS AND DOORS. M. E - Z HANG STORM PANEL SYSTEM- IS PATW PINM
<br />GLASS (SOL Nam, 1 SELOW3 DMING (SOE NOTE'l SO -OW) m- 4� SERIES 20DO INSTALLATION IS APPLKABLE TO SINGLE AND DOUBLE HUNG AND KOR SUDERS STYLE WINDOWS WHEN
<br />MASS xcea" v ScHIMULE PANEL LENGTH PANEL UENM
<br />to) I 1 1/4-2110' 1 (Sm (SEE NOTE I BELOW)
<br />i I Sw Is) 1/4 Sw IS) (SEE NOTE I BELOW) 1/4--20.1- 1 i
<br />S.SL W& &S. 5. ALL ALUMINUM WRUS06 TO BE E063-76 ALLOY AND TEMPER, (UNLESS OTHIERWr< NOTED) 15. (c) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />3/5
<br />UK8 3 32' ms- W7
<br />WORMAMN FOR A SITE SPECIFIC PROJECT. Lo. WHERE THE SITE CONDnXM MWTE FROM THE PZf)-
<br />-LAI 6. ALL ALUMINUM SHEET METAL USED AT CLOSUIM SHALL HAVE 3105-H14 &J.OY.
<br />WIND NUT 98. ILI,
<br />6.
<br />7. ALL SIM SHEET METAL PANELS SHALL HAVE STRUCTURAL 0 S v
<br />li'40* TAPCON ASTM A- 3 GRADE 50 MI", GALVANIZED STEEL IN PRODUCT SAM ON THIS P.LD- PROWDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />UALfly TEE) 45
<br />Ty
<br />DESLI NATION W/Fy- U.5 kel (AMR ROLLED). THIS DOCUMENT, CONSTRUCTION SAFETY AT SnE 15 THE CONTRACYTT'S RIESPONSIBLILI
<br />A p, -0
<br />W/I I/r
<br />S. ALL SCREWS TO BE TLAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER CAN W I'HES PRODUCT EVALUATION DOCUMWT WILL BE CONSIDERED INVALID IF MOLDNLED,
<br />1MIDNIVIN! OF PLATE 50018 W/ 50 Issi YIELD SM94GTH AND 90 Iml TENSILE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING CODE SEC710M 2411Z.3,4.
<br />(d) SITE SPECIFIC PROJECTS SHWI BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT MICH WILL I
<br />IF' :: .
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED MEL OR Art 304 SERIES STANLESS STEEL WITH 36 km MINIMUM YIELD STRENfGTH- BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E.D. ENGINEER OF RIX�M. ACTING AS A DELEGATED ETWMETR TO THE P.LO. ENGINM� SMALL
<br />10, ANCHORS TO WALL SmALL. BE AS FOLLOWS: SUBMIT TO THM LATM THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />r (A) IQ posaima Poumx&om Cy-
<br />f I-) THIS P-E . SHALL MR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />1/4-0 TAPOON ANCHORS AS MALNUFAMRED BY I.T.W. BUILDEX, W. (MIN. V-3192 p...L) RECORD THAT PREPARED IT. E
<br />1/4- 0 X 7/6- MK-IN ANCHCIRS� AS MANUFACTURED BY DEWALT INC, (WN. fc-21DIDO p.zl)
<br />4�0-20.3/4`S.S. MS. W/ 16, STORM PANEL UANUFACTURIER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN 0
<br />NLIT CONTI a W/ ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING C ONE LABEL
<br />17/6740/32' WIND "W"T NOT #14-10 PANELMATE FEMNS ID & PANELMATE PLUS ANCHOR& AS MANUFACTURED BY ELCO CONSTRUCITION PRODUM. OM SMALL BE PLACED FOR EVERY OPENING. <
<br />WASHER 0 12 0- Gf- SHER BEYOND) 0
<br />3/32* WHO L-f
<br />t WASHER 0 12 1/r Him WASHER (BEYOND) ED. (V-3wo LABELING TO COMPLY WITH SECTION 1709�9.2 OF THE FLORIDA allIL04NG CODE
<br />TAPOON 0 0* 04 -1� TAKONI 0 o' D.C. 1/4-0 TMICON 0 ir OX, L-
<br />MIN, TOREAM t BE FOR
<br />aA*o . 3/32^ �8`0 x 3/32' WftG NUr A. 1) MINIMUM EMW4MENT OF TAPCDN ANCHORS INTO POURED CONCRM SKAU 1 3/4 AND 2 PANWATt w
<br />P"
<br />Sma) y 27.4' woo: Wm NUT 2*.4' WDOQ FEMALE 0 & PAW-LUATE PLUS >
<br />A= REQUIRED E I I -
<br />WASHER 0 6 1/4* O.C� ASHER 9 (BEYOND)
<br />-PL%
<br />OF PLATE MMOTH WOOD PLATE l-Q;4r PLATE A2) MINIMUM EMBEDMENT OF 1/4*0 X 7/8" CALK -IN ANCHORS SHALL BE IS 7/8- INTO CDNCRM NO EMOEDMENT INTO
<br />OF PLATE
<br />PLUS ANY FINISH MATERIAL SHAUL BE PERLMED
<br />PLUS IL
<br />6 ).C"
<br />12GIVOO PLATE INSTAI I AMH NJ oumn 1/4- 1-20 SS MEWALX BOLTS USED SHALI. BE LONG DMGH(SHOULD ANY FINISH MATERIAL EXIST) M EN"m 3/4'
<br />RiMINOD PLA"' Ma INSTALLATHDN slight
<br />WALL UPUNTINQ I ON UNTING INSTALLATION AT MIDWIDN OF INTO ANCHORS.
<br />U WALL IM0 j�) PLATE 4L AT OF PLATE L, P�*V A. Z*
<br />SAW 3/8--1 EL A.3) IN WE IYAT PRECAST STONE PRECAST CONC� PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR
<br />Milt a 0 ffml� r�/%l
<br />fiffiffIXANEL 0 Waffiml SCALE WAU MQUMIIN ItISTALLATION N" MOULMNO I ON FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHIALL
<br />Mit"Notto HAUM
<br />VE BBIN
<br />WALE 3/6�,. SCALE 3/8-.1. um BE AS VWRIED IN &I) AND IN &2).
<br />1141 0 INE MSAFETY PANEL
<br />. 7Ps No. 44167
<br />NOTES, SCALE 3le-l' 4"t, (B) 10 p!JSTjNG IIQ%IaLmulr��
<br />SCALE 3/8*-1'
<br />iscity His canis Zona)l 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BLALDEX. INC.
<br />1. INSTALLATIONS ARE ONLY VALI) MR BURDIMM WITH A.&D. DES" LOAM FLORIDA BUILDING CODE (High Val FLORIDA BUILDING CODE (HlQh Velocity Hurricane Zone) FLORIDA BUILDING CODE (High Velocity Hus one Zone)
<br />.2140'14.7= W- 1 4 0 X 7/8 CALK-M ANCHOfM AS MANUFACTURED BY DIEWALT INC. (f'.-tSQD Ps.l.)
<br />UP TO .55.5. -?ZO PST AND PANCL'S L04TH UP TO T-a, FP. JIM Na -z - rp� 20 GAGE GALVANIZED STEEL STORM PANEL
<br />Mrs 20 GACE GALVANIZED STEEL STORM PANEL 20 GAGE GALVANIZED STEEL STORV PANEL WAIN W. #t4-10 PANELMATE FEMALE IT) AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSIRUCTICIN Dwas, fly,
<br />am W� 44
<br />Z FOR NEW WOM FRAWE CONSIRUCTIONh WOW MEMBERS TO BE SOUTHERN 1 DIVAN Em I. 06TAUATIONS ARE ONLY VAUD FOR BUILDINGS WITH A-%D DESIGN LOADS
<br />UP 70 +55.6. -72.0 PSF AND PANEL'S LENGIIH UP TO 91" r. GLOBAL PRODUCTS (rm2071 "�L) GLOBAL PROTEcn
<br />PINE ND. 2. W/ SPECM DENSITY Of O.M OR EQUAL ol/a/20,10 - 1� 0% S E PROTECTION PRODUCTS. LLC.
<br />CIS, LLC. 60E, A C. am- ON PRODUM. U.C. CAR-
<br />[WW. FL =14 Tkiff Its"m L, M" -176
<br />-176 As
<br />-176 lat)INW-754. Fftl (OU)NII 20 pm MOW-, (W54X:!%:S m4xao� 20
<br />ft-. I SRwm ft 1 - - ORM"
<br />P.E. -M 1 = lxw J,. PIL.
<br />T T 51 SIAM - TO BE SOME" 400 CA 51 51103IT T, LVE C 0
<br />GLOBAL PROTECTION PRODU
<br />I L = -0. 2. MR NEW WOOD FRAME CONSINUCIPM: WOOD MEMBERS 11LIECOm
<br />NINE NO- 2, W1 SPECIFIC DENSITY OF 0.55 OR EOUAL teas IV, ST stilm
<br />V7, Pliow- (W)M-76-6. fm ("4)m-m7
<br />20
<br />mwem tM ."S'
<br />imai 3 or 25 1 k I
<br />tF29 1 1 # "Itf? F-9 ! 1 f�-- is n
<br />FLMM LA, 0 0
<br />COMPONENTS EQR SERIES 2000 & 1000 E-Z HANG aTORM PANELS
<br />(SCALE 1/2-l)
<br />(TOTAL
<br />(EFFECTIVE WWH)---- 2
<br />.075' �075*
<br />Typ. 1
<br />L* 2.500"
<br />EDO
<br />;ALVANIZED SIM 2.
<br />2L ASM A-W 1
<br />RACE 30 MINIM MAIL AT'
<br />A
<br />L-------------------------
<br />L41- I
<br />111�--2.470"1
<br />T STORM PANEL -2.47, --------
<br />REVERSED -h- TRACK REYMED -U- TRACK
<br />W/ ROAMED ED=
<br />ls�
<br />.125" A25"
<br />P
<br />INMEMC VIEW DETAIL z0bo
<br />ROUNDED CORNER 0 ENDS OF PANEL's
<br />END UP W1 HEMMED EDGE.
<br />(N.T.S) 125'
<br />5
<br />ry
<br />P
<br />Pq f� �ER rx5UMax.) ALUM, ANGLE
<br />WTDE
<br />6061-T6 Alurn. ALLOY
<br />-- - ------ ..
<br />9
<br />44167
<br />FLORIDA BUILDING CODE (High Velocity HurrIcone Zone)
<br />20 GAGE GALVANIZED STEEL FJ`
<br />WE OF exam lumm Wa. STORV PANEL
<br />ft
<br />a*X3"(H9X.) ALUM. AN STOP am 1 GLOBAL PROTECTION PROUCTS, I.I.C. am-
<br />4100 &V� 5 S111111
<br />111 LONG; Is
<br />so 041L n- 3331, 20-176
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<br />PROVIDED AT TOP OF %JCH PANELS,
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