|
I ! - I I I I I I± 'ill _19 I _ I ' iI I - - - - -- - - I 1� 111 m - I -1- I I I I I I_11L
<br />3• MAX
<br />MIN
<br />D.M.orl41
<br />-- ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 A 20) - -
<br />FoleaU/17. M/17. SA/1B. 30/17, 48/17. 31i 3' MAX
<br />1t, .
<br />v 7AW/19 A &I FO!W/19, 7W/tt ♦ 0W/20 1' MIN,
<br />O
<br />O O O
<br />O O -�
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<br />L
<br />MA%.
<br />"$^ i - '0005 ./T/. r . )/., _� _ 0- 1 - - .. _ _ . -_ ... PANEL LENGTH
<br />LUNG HAP i1pEA AT I I4 ISEE SCHEDULE)
<br />j UYIDANP
<br />I II
<br />_, - ..�1 .. 6•
<br />. -.___ _-_. _....__... - __... ,1
<br />�23 �NInO$3 i.T-SHOO- t I
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<br />I---_-_--- --_.- PM•1 BOTTOM CORIE76 _ __ )CJ 1 ,
<br />O.M..®Orl�i - - '
<br />-"'EA''`A- WAG W4 C LEFT A Re4 Peal 'D�"P
<br />,y. MAy 3A/17, 44/17. SWIL 319/n, mi 55/18, 3- Ili
<br />I' MIN G W/1t. saw/19 A BAW/20 EXMROao YW/19. 70W/11 A 6W/ZD r MIN
<br />- ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 A 20) -
<br />OPTION 2 FOR LIFE SAFETY STORM PANEL; 1) ELEVATION
<br />SCALE 3/16--1- I/.• AAX w
<br />u WE
<br />%' �•a' 11 PANE: _
<br />W4K DVI ' Y
<br />( J \
<br />/ i
<br />EXIEBKIE --_ _ __ :. -
<br />zi
<br />SECTION A -A
<br />SCALE 3/1i
<br />MAXIMUM A.S.D
<br />Me. PANEL LENGTH
<br />I
<br />I VINIMUM SEPARATION
<br />I
<br />PANEL
<br />DESIGN PRESSURE
<br />! (ft.)
<br />TO GLASS
<br />CONDITION
<br />RATING (D.s.1.)
<br />(SEE SECTIONS)
<br />455.0. -72,0
<br />8'-8"
<br />2 3/4-
<br />UNBOLTED
<br />FLORIDA BUILDING CODE
<br />INSTALLATION DETAILS FOR OPTION
<br />#2 FOR LIFE SAFETY STORM
<br />PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />STRUCTURES
<br />1,4• 1APCON ANCHORS
<br />t1i TAPCONN ANCHORS
<br />_ t, i TAPCON ANCHORS
<br />11• TAPCON ANCHORS
<br />• 9' cc,
<br />O 9' O.0
<br />• a' O.C.
<br />a t' O.0
<br />POURED CONCRETE -
<br />OR CONCRETE
<br />eLCCK RFOViRCO J
<br />F{--�.
<br />POURED CONCRETE I
<br />DR CONCRETE
<br />BLOCK RFOIAREO '
<br />r-C_.S
<br />POURED CONCRETE
<br />OR CONCRETE
<br />BLOCK REOtANED -1,
<br />PCAIq[p CONCRETE
<br />OR CONCRETE
<br />BLOCK REQVREO 3 -,
<br />11/4•
<br />.
<br />1/4'
<br />(t DA11 1/4,
<br />rC_-- 1l/4.
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<br />I I CONT. I cow I
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<br />. L . I I T/e•0A3/32' WING MO WASHER 1 "' ' /8 0>SY32' YIN6 NUT WASHER
<br />/2' C.0
<br />/ �� UT • 3I3Y WING
<br />WASHER • 12 1/2. O.0 L N41 WASHER (BEYOND)
<br />,. A• JARGON ANCHORS 1, 4' TAPCON ANCHORS O 4 1/C1 i T� ON
<br />APCONAHCHI
<br />Y 4 1/2' O.0 O A 1/2. O.0
<br />(SADGERED W/ STUO) (STAGGERED w/ STUD) 0 4 1/2' DO
<br />POURED CONCRETE =DURED CCNCRETE POLARED CONCRETE _ -,,IWO CONCRETE
<br />OR CONCRETE BLOCK ORCONCRETE IAOCK OR CONCRETE BLOCK OR CONCRETE BLOCK
<br />REWIRED REEDITED REQUIRED REOURED
<br />WALL MOUNTING INSTALLATION WALL MOU ING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION
<br />ATION
<br />SECTION 3A SECTION 38 SECTION 4A SECTION 4B
<br />O REGULAR PANEL O LIFE SAFETY PANEL O REGULAR PANEL O LIFE SAFETY PANEL
<br />SCALE 3/8'-,• SCALE 3/lii- SOLE 3/8'.,- SCALE 3/8'-I'
<br />TYPE f
<br />SEE SHIMF 19 A 20 T11 ANCHORSTV
<br />__
<br />OP-
<br />SpN:ING FOR P2TNU,RYa MD WOOQ
<br />W
<br />lA.. N,PHDR eNr- (HJ
<br />)
<br />fA L B Mr-HO
<br />AOI ON 1,16
<br />EDGE DI TALE E NOICS MID ATHISOOOO,EDGE
<br />`r 1. 0-
<br />)
<br />AL FOR ED THAN
<br />E FOR ED. LESS TRAM I1INVJEC ON
<br />SCrEOLAE REDUCE ArA7ap SON SC BY
<br />SCHEDULE
<br />G SHORN F0 501®HKE
<br />THE
<br />---
<br />L.-1
<br />RAC KET I QOOAU a PL)
<br />y - -
<br />M• Lft (A mME'Q
<br />FKWI
<br />FO OW
<br />BY
<br />BY THE FOLIO BE FACTORS ROIL TM$
<br />OPERATOR ro P
<br />I +n•
<br />.
<br />_
<br />4 SING F TORREDSNS
<br />IISAIG PA[IDR SMALL NOT
<br />N TEAS THAN YINNW SPACMI NINlTEO
<br />) ,/y
<br />-
<br />&LETSoHM,DAED
<br />FOR EACH ANCHOR TYPE DN TORTS SCHEDULE
<br />)'
<br />' D0
<br />)In•
<br />FLORIDA
<br />Hurricane
<br />INSTALLATION DETAILS FOR OPTION 462 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4' TAPCON ANCHORS 1:4' TAPCON ANCHORS
<br />O V D.C. I a' O.0
<br />POLRFD CONCRETE POURED CONCRETE
<br />DR CONCRETE BLOCK OR CONCRETE BLOCK
<br />RE(ARm r 1 aFOUIRCO +
<br />1 {-- I I/.- I-{-- , 1/4•
<br />4P, 4a.
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<br />I WWn ,n I sa4At[ a _
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<br />�
<br />/14-10'PANE:AUTE PLUS W/
<br />Ja•r Ae 3/31• NG NUT WASHER
<br />06 ,/4'CC
<br />POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REOUIRED
<br />WALL MOUNTING INSTALLATION
<br />SECTION SA
<br />O REGULAR PANEL
<br />SCALE 3/8-•,-
<br />SEE SHEET to O 20 FOR ANCHORS TYPE A
<br />//On Tim
<br />ir6oN
<br />IM/IGM11
<br />SPAUNO FOR M iNLA1XX6 INTO WOOD
<br />- yle4R SUFAM, (MJ
<br />3
<br />3
<br />FRAME BUs D4R.
<br />WHO ANCHOR SPACING$ AND MR.IIUM
<br />EDGE CISTNICE ARE AIDICAIE'D oN 1-6
<br />11
<br />� �'
<br />•tMi YRAMf! i-.___.
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<br />)
<br />SGHEDMF FOR LJ). LESS THAN NEICATED ON
<br />SCHEDULE REDUCE lIC404 SPACING P
<br />__
<br />ILA •GAL, .6R� r )
<br />_ .' _
<br />� _ _
<br />_ _,;�__
<br />AMK EA OM islassi
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<br />MIILTIPIYNG SPACNG SHOWN ON SCHEDULE
<br />BY I.[ FOU FACTORS. FOR TORS
<br />OPERATION TO BC POSSE L REO,ICiD
<br />- 111"
<br />y.
<br />__
<br />VACWC MAW USING FACTOR SHALL NOT
<br />BF LESS THAN WWI SPACNG A6YGTED
<br />EDA EACH A4C OR TYPE ON T16 SCH II IYE
<br />2 I/,-
<br />r
<br />),
<br />-
<br />I .
<br />-
<br />_
<br />I=
<br />pp • rµELMATT PLUS W/
<br />7/6•.. 1/32- WING NIA WASHER
<br />(BEYOND)
<br />POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REOURM
<br />WALL MOUNTING INSTALLATION
<br />SECTION 58
<br />O LIFE SAFETY PANEL
<br />SCALE 3/8'.,"
<br />Hurricane
<br />-F-.
<br />w
<br />(D
<br />L
<br />O
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION 92 FOR LIFE SAFETY STORM PANEL SYSTEM GONMUL NOTES v.RE IF-7 HANG STORMS Pli SYSTEM
<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES
<br />', 1 E-2 HANG STORM
<br />PANE! SHOWN ON rH15 PRODUCT EVALUATION DOCUMENT (P. E. D.j HUTS BEEN VERIFIED FOR rOYPLJANCE IN B II MIN14UY EMBEDMENT OF TAPCON ANCHORS µD PANEIAA,E FEMALE ID k PANEW4TE PLUS INTO CONCRETE
<br />{ __
<br />I - _ ACCORDANCE WITH THE 2020 (71N EDITION) OF THE FLORIDA RUILDING CODE BLOCK SHALL BE 1 1/4•
<br />�SI'___ -- I. -- }--'.----+, I
<br />_��_�- DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOL• Ei MINIMUM EMBEDMENT OF 1/4.6 y 7/8' CAL�-IN ANCHORS 5WKL BE IS 7/8' INTO CONCRETEI WOOD If[A17FR � _ w. HFAOER rvoD N�tdEF WooD HUpFR 1 7 - FOR A WINO SPEED AS REOUIRED BY TH[ JURISOHCTION WHERE THESE SHUTTERS W1LL BE INSTALLED µD NO EMBEDMENT INTO ANY FINISH MATERME SHALL B£ PERMITTED. in C.II FOR A DRECTIONAVY FACTOR KO-0.85 USING ASCE 7-16 µD $HALL NOT EXCEED THE MAXIMUM (ASO.) 1/4. 0-20 SS SIDEWALK BOIT$ USED SMALL BE LONG ENOIIGW(SHOULD ANY FINISH MATERIAL EXIST) TO CAI .� 1 2 RfWIREO I afL, I - I2EWe4E0 IKWRN ( DC54N PRESSURE RATINGS INDICATED ON SHEETS 25 A 26. [ -
<br />�,, ,�. -_-_ __ f-� IJ{'A TAP -ON O 6' O.C. 1/4l TAP ON O 6' O.C. ENGAGE 3/4' INTO ANCHORS. Q J\�"
<br />I`-T- 1/4•. TAPCON a i O.0 VA TMtYM O 6' O,C T-' ,/A'r TAPCON a 6• Ox 1/4'r ,APCON O 6. O.C. I W/, ,/2. MIA. THREADED 1 W/, 1/2• WN THREADED IN ORDER TO VERIFY THE ADM CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 1-16 C� j I >IY N
<br />PENETRATION AT WOOD PENETRATION AT WOOD SMALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEY BY 0.6 IN ORDER 'O B.3) IN CASE THAT PRECASI STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WI1l. ,� >' W
<br />I PEN +/2• MIN. ,BREADED r--�-. 4 PENW/I PENETRATION
<br />MN. WOODMREA[I I PEN I JS• MAN na+FAOEO PEN RA UN OXIE`HREADEO Ham. R I j WEADER TO COMPARE THESE W/ MAX. (ACTS D) DESIGN PRESSURE RATINGS mgGTED ON SHEETS 25 O 26 ANGMORS SWAEL BE IDNG ENWGM TO RFACM 'ME YNN 5'1LUCTURF BEMINO SWaH PANELS. µLNORAOF O
<br />PENETRATION Al 'ROOD PENETRATION AT WD00 PEHRRATOM Al W00^u HUM.
<br />AT wDGG 1 I 1
<br />!ii HEADER 1 �I' HEADER HNEADCP ! MEAGER f m ORDER TyL
<br />)I. 1 )' i _ 1 I 1 i I SMALL BE AS MENTIONED IN 8.1) AMID m 8.2). `�.,j a '_.. C7
<br />1 , I _ 1 i ' I tHIS , 1 2 - 0 VERIFY THAT COMPONENTS µD ANCHORS ON THIS P.E.D. AS TESTED WERE NOT DYER STRESSED, A 33% INCREASE Ii C� Q
<br />1 1/2' +/4• 11/4• i 1J2- , 1/4. �i 1/2• I I/. / , 1/4- I +/Z' , 1/4• IN ALLOWABLE STRESS FOR WIND LOADS WAS W1 USED IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN C C7
<br />I I i ,/. I ._- 1 Mc.. i MP. I I Mall i I=11Yoa _ J j- I yo,, , DETERMINED IN ACCORDANCE WITH N-D S. 2015. (C) µICU UL BE iWALLED rOLLOWING ALL OF THE RECOMMENDATIONS µD SPECIFICATIONS OF 'HE ANCHOR'S Q_ d x
<br />2' I 'I - 2' 2' I 1 I 2 I 1 WOO HEADER I �,P I ,' WOOD MEAGER _ STORM PANELS ADEQUACY F01t IMPACT µ0 FATIGUE RESISTANCE MIA$ BEEN V£R,ilEO 4Y ACCORDANCE WITH SECTION 1626 OF C LL- 2
<br />An � u;n II REOUIRFO ", " RFOgREO
<br />I ' M"' I 1 A" .T. ' '-.-------' I 11 1 J •'}� 4vI 1 �7, THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LARORATOP+. INC. REPORT / 2032. AS PROTOCOLS TAS-201, 11 IT STALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO WRIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER �Q• y O -y__�- ;-�3: I ! i�_�_z- 1;-2. • .5.-`r---+- ~ �S' - :�-- - ' y TA5-302 AND VAS-2O3 IS T4 BE ATTACHED t0 INSURE PROPER ANCHORAGE THIS SHUTTER S,U11L ONLY BE ATFACMCD TO CONCRETE. BLOCK i ii III t
<br />1(� ONT FFF------I COAT f CON1 I. 1_ i0n: It ( CON7 OR WOOD FRAME BUILDINGS N O
<br />iU L _ 11 - I�! - _ : �; - I' Ili (- __ 2 MIS SYSTEM HAS BEEN DESIGNED TO BE INSTAUEC ON THE OLITSOF OF ME OPENING ACCESSING 'WE OPENING IRON THE Q N �
<br />u, LI NSIM W/O THE USE OF A LADDER OR UrT THIS APPt ICAI*N IS VMp WHEN INSTALLATION IS INTENDED TO 91 PERFORMED 12 THE INSTALLATION CONTRACTDR IS 10 SEAL/CAULK ALA SHUTTER CDMPONrW EDGES WHICH REMNN m CONTINUOUS a3 Y
<br />r FROM THE INSIDE Of STRUCTURE. 3
<br />y WIT SEPAVA,CA I j IIJ, MH W AA"c' 1 •� ! MIT. 9EPSMlIOY 1- ` LENGTH TACT WITH THE BUILDING 10 PREVENT WINO/INN INTRUSION CAULX µD SEAL SHUTTER TRACKS ALL AROUND ruLL NHL Hy.. w
<br />EAtSDND i T6 OUTS I EXISTING ro uAn I lO _C
<br />-L' ua. CVSS !- (SEE yD 1 _ i I %, I (ASS - (tg W.LOIAE - � ( � 1. SERIES 7000 INSTALLATION IS APPI1GABl.E iC SMELL AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION r5 RE OlPRED tO 5L '�
<br />_ I- f SONFDIAE PERFORMED FROM THE INSIDE OF STRUCTURE. 13 STORM PANEL INSTAIIAT10N SHALI COMPLY WHIM SPECS INDICATED IN THIS DRAWING rLUS µY FLAKING µD IONING 03 +�• Q
<br />aANfl tEN;iN D- - IO ) L' Ya- I PANEL lE1.GM GH 9a[T t6) i 1' Ma.. EXISTING OH Swur Is)
<br />(SEt NOTE I BLLdrl NoT LENGnI (SEC NDIL I BELOW) PANEL LENGTH ! r+n sPAMtO. GLASS --) 4 REGULATIONS PROVIOEO BY THE JURISD,C110N WHERE afRMR IS APPI ICD to, C
<br />"n,o aA6s (S[E N� I BE`, Ow) TD ou5s -1 I 1 INSTALLATION IS REWIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 1, ATRIUM WINDOWS AND DOORS. INC,E - Z HANG STORM PANEL SY51-cM^ IS PA7D(f PE)Ipp = w 13
<br />EXJ5IM.G M''nro HITS ( ,. ND,E , BELOW) EXISTAG sPAWAno. I MP. 'L' 4a.. SCFCS 200E INSTALLATION 6 APPLICABLE TC SINGLE AND DOUBLE HUNG µ0 H:pR120NTA: 5:. (IF.RS STYLE WINDOWS WHEN '_ `
<br />CUSS - l)Q SOEDAE r'U'SS-i--(5¢ 1DimAE t 1_-;eCF SGHEWtE PANEL LENGTH - PANEL LENGTH C.) a7
<br />Ij t 4 a-20.1• I
<br />i Fxls'NG d`C' Is) 15if NLTE I BLOW) 1/4.0-10`t•-� (SEE NOTE + BCC) 9. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND ,EMPER. UNLESS OTHERWISE NOTED 5 (c) THIS PRODUCT EVALUATION DOCUMENT (RE 0.) PREPARED By THIS ENGINEER I$ GENERIC MIO DOES NOT PR(Y.ADt- _i C p
<br />aK 'Few 16) i / ' ) aK .w Tel I/. 20.1• j 1
<br />'� I i '� - fi GLASS-" S5. Y.S W - ( )
<br />I 7/e•r . 3/32'';, - ' 7/a . 3/32' 1 ! I{ / -1 INFORMATION FOR A SITE SPECIFIC PROJECT; I O WHERE THE SITE CONDITIONS DEVIATE FROM THE PE-0 IS
<br />• I W,IIG NUT
<br />WNf. Nut .. L , 1 7N'/OIG•NUi3/32' _ 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE SIDS-MI4 ALLOY. J - �
<br />H - I 6 1 I I r I - 6- IT) CONTRACTOR '0 BE RESPONSIBLE FOR THE SLUECT10N. Pt1RCHA5E MO INSTALLATION INCLUDING LIFE SAFC�. OF p-'a
<br />1 - 7. ALL STEEL SHEET METAL PANELS SWILL HAVE STRUCTURAL WALITY STEEL. ASTM A-653 GRI i 50 Sin GALVANIZED STEEL THIS PRODUCT BASED ON THIS PLO PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONOITCNS DETAILED ON
<br />j - I 1(ir APCON O yl I OESIGHATON w/Fy. 58.5 ui (AFTER ROLLED iHls DOCUMENT CONSTRUCTION SAFETY A/ Si'S 7
<br />• -' I MA,
<br />' WADCD - I N , ) HE CONTRACTOR'S RESPDNSIa1L1TY. I
<br />i u
<br />PENETRATION A, - - 8 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NS SERIES OR CORROSION RCSWAh C(VATEC CARBON STEEL AS PEP DIN (c) TH15 PROD
<br />EVALUATION DOCUMENT Ii BE CONSIDERED iNVAUO IF MODIFIED.
<br />4
<br />I AD'MOTH O F3AlE, I i , - _ - 50018 W/ SO 4Y YIELD STRENGTH µD 90 i 'ENSILE STRENGTH A SMALL COURT, W/ FLORIDA BUILDING CODE SECTION 24, ,.3.3 { .� i I - (�'•, ( I (,e) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH Wu
<br />E-T I 6- ,TUT '. L' � t- -' 6• 9, BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR A,SE 304 SERIES SfNNI ESS STEEL. W; -I ]6 ALAI MINIMUM YIELD $TAENCTrf. BECOME THE ENGINEER Of RECORD (E.13 R.) FOR THE PRO CT µ0 WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />,4�1 _ I�I i _ I i I I- (, tl f�.' USE Cr THE P.E O, ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO ME P.E.D. ENGINEER. SMKt
<br />ii __-_- I_ I�-.S, t_ .t,' I _ - 'D ANCHORS TO WALL SHALL BE AS FOLLOWS'. SVBMI' i0 iM _ I I S UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />- I• (U i - 11 - I'- _ _ j (A) 2E7J>'tBiitif011BEe_.Lt;LBETE'.
<br />j _ (e) THIS RED SHALL BEAR THE DATE µD Ofi, SEAL µD SIGNATURE Of THE PROFESSIONAL ENGINEEP OF
<br />EO i _� I ILA. y I I E0. �It,
<br />_ EO " , i { I _ RECORD THAT PREPARED T
<br />- I /i. IAPCON ANCHORS AS MµUFACTURED BY I T W BULDEX. INC MIN V -3192 0 s.i )
<br />-L�..�_ `T Lt___j
<br />"�" CONE Ep -I /4Y-20J/ASS Y.S. W/ E0, }. - +/i"-70.3/,`35. MS W/ EO I J CO. -�` 6 - ,%4' . x 7/8' CALK -IN µCHORS. AS MANUrACTURED BY DEWAtT INC (MIN. fc.30M P-r-�)
<br />`1' 7/e'n)/32' LUNG ,+UT _ 7/8-.3/32' WING NUT -` �' 1 - /14-10 PANELwTE FEWLE 10 l Pµt.,MA?E PLUS ANCHORS. AS LIANVFACTVRED BY CLCO COKTRtKipN ?NODl1CiS '8. STORM PµCt YANUf ALTURER'S V'BEL SH41 BE LOOTED ON A READILY VIS7&E LOCATION A• $TORN PANEL m
<br />7,/B'r . 3/32' LUNG NUT i ';e'0 . 3/37' IArIG )- - . WAA£R 0 12 1/2' O.0 WAsHE. EO - EQ 3.W P.AI} ACCORDANCE WITH SECt1(N+ )709.9.3 OF FLORIDA BUilDWO CODE ONE UMBEL SMALL BE PLACED 'OR EVERY OPENING
<br />{ I (BEYOND) I Y. I (T'c- I 09 ii Oi IABEUNC TO CG4MY WITH SEC7ON 7 iNE RCROA BU1LDIr1(: CODE • WASHER : 12 1/2 O.0 i NUi WASHER (BEYOND) __I/i 1 TAaCW • 6' O.C----1 -T1 1 --_� < AI) MINIML/Y EMBEONFM OF TAPCON µ[HORS INTO FLARED CONCRETE SMA:1 C:E 1 SI{' µ0 2' FOP PµELA1ATE
<br />_ 1 4' /AP'o. O 6. O.0 I _ 1 { i TAACON 0 6. OC
<br />1 (§TAGOFRm W/ STUD) I }� IAIX,OtED w/ STUD) WI, +/T' MN 1NRFIDEO I 3 FEMALE ID h PANELwTE PLO$
<br />I/ DON Al III 0I. 2'.4' WOOD PLATE 7/e-I r 3/37' WWG Nut
<br />_i_ _ ,.- II/1NE't1112O / MpWI DTO -1 _�.. w/+ /2. YN. THoiWED I OF PV.tE _ REOUNED -I WASHER e 6 ,J4' O.e 2"eA' WOOD PLATE WASH II 3/ E WI Nlft
<br />REI]UIREp WASHER • (BEYOND)
<br />O< POF PLATE .EKE 2MT M AT MIDWOTH I 4• _ -2 a4•U,RED PLATE 2'r,'IINW000 PLATE /+{-t0 PANELMAIE v(()5 i i,-TD PAAIfLYA,E PLUS ,I A2) MINIMUM EMBEDMENT OF 1/4's X 7/8• CALK -IN ANCHORS SMALL BE IS 7/8' INTO CONCRETE NO EMBEDMENT INTO
<br />nCOD PLATE 214' w00L1 PUTF -' -._.- .:- RREE�- RREEIXIXII O 6 1J4' O.0 w/1 7/B' -i O 6 I/,- OC w/1 7/8' •I - . . ANY F"SH LATERAL SHALL BE PERMITTED
<br />(caA m , 4;;FR o �LL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION MIN. THREADED PEKE RATION i MAN HREIDFO PEKE RATION /4 di ss spEwALx BOLTS USED SMALL BE LONG ENOUGH($NOUID µY FINISH MATERIAL EXITS) O ENGAGE 3/i
<br />N Iln.,l
<br />A7 MIOWIDTN Of PULE I C. M+OWOTH Of PLATE I �.. IN70 ANCHORS. ,�P00 ({ A. Tl( "1
<br />WALL MOUNTING INSTALLATION WAIT MOUNTING INSTALLATION ALTERNATIVE SAW O REGULAR PANEL ALTERNATIVE 7AN - A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON -yE EXISTING WALL OR ,E*p """!•41`i s ALTERNATIVE II ALTERNATIVE 6RYY SCALE 3/e -+' O LIFE SAFELY PANEL WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION a* i
<br />O REdILAR PANEL O 1 AFETY PANEL SCALE J/8'-f" BOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANICS ANCHORAGE SMALL 1�: ' kCEN
<br />A4, NMrrr ,1 I A T Q ATiVE RW BE AS MEN71NED IN A1) AND m A2) • No. 4416n7
<br />11/A1 As111UNUyr : `' SC •`•.
<br />SCALE 3/fi SCALE 5/e'-t• P A• TIC(/jar„/.��t, O REGULAR PANEL +`Y4F,P A' Ti((%j"N, O 1 cAFFTV _PANE ? I-'
<br />,tfl, .... �9 iS SCALE 3/8--t- `y.P�'t •......,.,... ✓,911i (B) TL`,c.�7L S'i_G9NCfET PL%___, y
<br />�$ P�' ' r,ENS,t ' yam; `�GENSF'•.•: s scJBE 3/8'.1 FLORIDA BUILDING CODE (High Velocity Hurricane 2ona *' * *3 ,y ; ' $ FLORIDA BUILDING CODE NI h VII Hurricane Zone) Y ) _ FLORIDA BUILDING CODE NI h Velocity
<br />+ ii LUTON$ ARE ONLY VALID FOR BVILDRILS WITH AS D DESIGN LOAM 2 -1 - - I /4' • TAPCON ANCHORS A5 MANUFACTURED UY I i W Bu'ILDFx, INCiNC Y NUT Care Zone)
<br />JP TO 455.5. -720 PSF AND PANELS LENGTH UP TO 8'-IT' =r2➢7G ,ArtGG. - F. �' - Q�61 L m� R'� F� rP - +/4- P X 7/B' CAII(-IN µCHORS. M MANUFACIVRE'D BY DEWALT INC (PIn-150O P A. - / .2010 RIFCO. K
<br />NiDA 4 '. * ? 20 GAGE GALVANIZED STEEL STORM PANEL 0T ,,, _ NO 4 * : 20 CAGE GALVANIZED STEEL STORM PANEL, �,. _ ! I,-,D PANELMATE rE1MLE p RAID PANnwTE PLUS ANCHORS. AS MANUFACTURED Elr E�CO coNsrRIJCTIDN - .' ��•' �EttPTOP -•` k. = 20 GAGE GALVANIZED STEEL STORK PANEL FP
<br />2. FOR NEW WOOD FRAME CONS,RUCTION. WOOD MEMBERS TO BE SOUTHERN - ) _= I INSTALLATIONS MC ONLY VALID FOR BUILDINGS WITH AS D DESIGN /Dh05 _ * * _ - SECT•..-. _ . 1 ` DOWN BY
<br />NNE NO. 2. W/ SPECAY DENSITY d 0.95 OR [OVAL * T, 4555, -]2.0 P5i µ0 PANEL'S LENGTH UP 1C B'-B - ! _ i WA. OtM/7ao PRODUCTS (I'm-2071 P.A.) +- �' �. A
<br />$T �- r -ss� GLOBAL PROTECTION PRODUCTS. LAC. o' an}070 uv ro o'• SATE ^�F Jam' GLOBAL PROTECTION PRODUCTS, LLC. GA E "rAL G�i3 G GLOBAL P PROTECTION o7/7e/7mo
<br />�• : I L E C O LFE c. : o •. � I L E C O LO RO N PRODUCTS, LLC.
<br />'�L 2. FOR NEW WOOD TRAY[ CONSTRUCTION: w000 MEMBERS 10 BE SOUTHERN INC. �• A,AIH 1 N•M \ DATE
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<br />HI �T •s d N H1e1 _ _ _ R N �4i T EMIT II d 2.
<br />COMPONENTS FOR SERIES
<br />2000 & 1000 E-Z HANG
<br />STORM PANELS
<br />(SCALE 1/2-I'
<br />-- 2591• -
<br />-
<br />+5. 196' (TOTAL WIDTH)
<br />_
<br />- 2.250'�I
<br />-2.591"- RL
<br />-
<br />,7900' (EFFE[inrE w:nTH)
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<br />I - -, 11..,7 ,
<br />I'-2.25E---y (JCS'
<br />--6 1/,-
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<br />- - i 3'A'
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<br />350'
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<br />f�l S.
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<br />'9112I'iIi �. I2--'I
<br />r1n.At N2.857'
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<br />-
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<br />3.90U• 1!
<br />II
<br />II2.2N'
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<br />DETAIL A_
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<br />-
<br />- 6.250' -
<br />1250 '\
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<br />;V-_-2.470---( `2.Tp.
<br />(3 STORM PANEL
<br />- 2 470' .
<br />a
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<br />REVERSED 'h" TRACK
<br />O3 REVERSED "U" TRACK
<br />POKEY$ END LW
<br />790• -
<br />W/ HEMMED EDGE. `
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<br />I --..25c-
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<br />I 256 r`- i
<br />?,1 -
<br />' \
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<br />B13
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<br />125'
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<br />'25•
<br />0 50 \�
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<br />-
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<br />2000,
<br />ROUNDED CORNER O ENDS OF PANEL'S
<br />-
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<br />END UP W/ BEAMED EDGE.
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<br />(TyD-)
<br />- 5' Mok -
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<br />"J" TRACK
<br />0 PAdEI B
<br />© 2"W(Max.) ALUM, ANGLE
<br />j40
<br />1 4' WI
<br />- I- 125'
<br />I
<br />6061-TS Num. ALLOY
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<br />' '--
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<br />BUILDING CODE (NI h VelocityNUT cons Zone)
<br />3• M9aK.-�
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<br />=,p'.• ATE OF :Q - -
<br />0x•''•
<br />40'0 "'[co "E
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<br />IIIIIIII/M
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<br />_ 72 d-
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<br />WE 5ECTONS ON SHEET 26 .. r AT 2 (SEE SOEDAA ql vw 26) -! 1' Mi,
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<br />I I : i iI 2. HtpV 1 � II I I SEE NOTE 1. 3, , BELOW
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<br />Ma.. `OW CORCRE'r AN.100 . SEE NIA Y MAOCARD -'7• -'- -- - [
<br />I• Mn-�----._-'�DUC ON SHEET 71. r0W WOW 5CR(•rr, 1•.,I, A7 TiEND LOCATED,
<br />T 1/7• 1 1/p' `� 71T(FND PANELS)
<br />(� ,�� WE SEALANTS ON STET' 26 1
<br />SIDE "I ) �OI OIr/ OR R/0© O Is1IEWOa PANELS ,y R VST PAIc1 (i 70 6E NSTNyEO AT FAGI I
<br />• UIST POND TO HE W$T.41ID AT EACH ORE/a1G 51AL ALI"AY$ FRONDED W/
<br />TYPICAL ELEVATION FOR S ORE $rYL�ALWAYS eE PROVIDED w/ AFAR „4nptE 10 fALYJFAfE NSALUTOA
<br />REM HN�IE TO FACI)TATC RUS+ALLA"D.TYPICAL IF W7ENDm -0 BE INSTALLED FROM I
<br />IF !NTENO(D IL 6I RNSIALLED FRO.
<br />- A STORM PANEL SYSTEM/ H11T o D TO BE E-Z HANG STORM PANEL SYSTEM OF STRUCTURE
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<br />WAUE 3/32' - 1• Ng7E3 9d(! vw - I•
<br />(1) j)FFINI11Qft CIE SFRIri 1D(O: Z HANG NE SYSTE ING PANEL -
<br />NOTES �onl TRACKS TIRM
<br />1ECPNSREI.MLS TITS
<br />AT BOTTOM W/ PµELMATES
<br />(1) DLFIN11O7'1_OF SERLE9 2= C - 2 HANG STORM PANEL SYSTEM CONSISTING Of PANEL '
<br />Cont. TRACKS TOP A BOTTOM. (2) I PANELS SHALL ALWAYS BE CONNECTED TO EXiQINO S,LL YAB BY MEANS Of
<br />T
<br />(.) �ND PANELS SHALL ALWAYS R[ CONN£CRD TO BOTTOM TRACK OTl•.ERWSE A STOP BAR PANELMI OR, IF rEO I W/ 15- LONG Qi)E TFACN AT ROTTOY, END PANELS
<br />PROVIDED SMALL BE CONNECTED TO 2 W/ 1/{•0-20K3/1 S. W/ 7/8'
<br />a SMALL BE AT TOP Of SUCH PANELS 1J�12'
<br />WING NUT OR 1/4'0-20.1 yin. THUMBSCREW INTO TAPPED 2d(EXCE➢T AS
<br />T END PANELS ARE
<br />(3). CONNECTED 70 BOTTOM TRACK, CONNEC.GN SHALL CONSIST OF DESCRIBED ON NOTE (3) LOW)
<br />I/aY-20J/i M5. W/ 7/8'Pr3/32' WING NUT OR 1/4•h3/i V,,n IHU48SCREw (J) FOR CASES WHEN [MO PANELS ARE USE JOINTLY W t5' LONG AT
<br />INTO TAP N TAPPED BOTTOM TRACK LOCATION Of FASTENERS MAY BE A7 EITHER OF TWO /
<br />FLANGES )3(1TTOM B END PANELS ARE I CONNECTED TO BO7iW TARE% 2 STOP BAR
<br />EXTERIOR FLAT OF END PANEL ST ,
<br />(� SHIALL BE PROVIDED AT TOP OF SUCH PANELS.
<br />(A). IN CASE USED ENO PANEL ARE NOT CONNECTED S TO BOTTOM
<br />CM TRACK (,.O A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS µD SOME INTERIOR PANELS ARE DIRECTLY
<br />15 ONLY USED AT TOP) O (FAST 1W0 PANELS STALL BE SE. rO %t TO BOTTOM TRACK MOUNTED TO EXISTING $ILL WALL R' rS OFPANELwTES, ONE INTERIOR PANEL
<br />USING SPECS INDICATED ON NOTE (3) ABOVE IN SUCH CASE. CONNECTION OF PANELS MAY BE USED JOINTLY WJ TRACK Ai BOROy ATTACHES. BOTTOM TRACK TO WALL
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANELMATES FOUDWIING LNG SH10WN ON ELEVATION AND TiVA� 1/2'
<br />50(2AiC
<br />(5) SEE SECTION 1'. 3' A 4 ON SHEET 24 SEE ANCHOR SCHED-E ON SHEET 25. Min. EDGE 01 ONCE ED FOR TN5 CASE, INTERIOR PANEL USED r / (2) DOES_
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