|
-L
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (w.a+}_) AND
<br />CORRESPONDING WG L♦_1W Y PANEL [NN
<br />LR vUff
<br />FOR SERIES 1000/2000 E-2 HANG STORY PANEL(D SYSTEM
<br />:WLJD_QNLY_E9R..pAtit !- l&i!''�FLa:LaL tl;L I'_Tft.L :_'Th,LI..3,1;
<br />p�IYJI(MUY ASD
<br />P
<br />1 Mm- P L
<br />1
<br />MISEPARATIONIMAT,pN
<br />�"Y,C'1DM5 YO
<br />uWrl, A S
<br />(P•c) _l- (SEE__-_ )
<br />GLASS
<br />CPANEL
<br />WG1gN
<br />-
<br />- _ -
<br />M 0. -,5.]
<br />i 70' IRA LE$S
<br />1
<br />1 9 e
<br />/ I
<br />BOLTED
<br />2 3 Y
<br />7\'r 1 31r
<br />eeD. 53
<br />7 o OR less
<br />7 I
<br />I e
<br />/
<br />-
<br />BOL,Ev •
<br />I k .'w
<br />SU 2Dv] S.S.1 R MN(PINI A OVERLAP k Ok M AIWT L.ENODI B9ppLL / // /
<br />YPAfiVRI[D EAGLE PAN BanOTI IY R
<br />••
<br />�' .1 I r
<br />. Y _ _ 1!.h ,11P1 M., :+TI •t•,..41:17 •,•1, ll. NMI ;. a.
<br />6•, G APC
<br />MAXMU4
<br />a5.0 DESIGN
<br />MAXIMUM ANCHORS SPADING FOR E 0 - ) 112. " APR/V16Lr TO
<br />.- - -
<br />PRESSURE
<br />_ -. -__- ___ .._.__-
<br />TAPCONS CALK -Pt WINE Lin, ITAWE 0 I.MiMCE PLUS IANY SECTIONS
<br />O"W1ATGN
<br />4VNNeAA PANLI
<br />RAT! FIG
<br />1
<br />L0mR "' A
<br />l >
<br />,o caNalrz
<br />ro tancaElE
<br />to COMLREI
<br />BLOCK
<br />t 0 LOWUlTE
<br />♦
<br />or r1101
<br />12'
<br />N /
<br />1`
<br />I I
<br />N A
<br />/
<br />1 2
<br />N A
<br />/
<br />1'
<br />2
<br />N A 1' v
<br />A 2 0
<br />/ R
<br />I '
<br />P
<br />6'
<br />f
<br />1 5'
<br />B-
<br />I' (BOTTOM)
<br />oM
<br />4' i )
<br />-- I• BOTTOM)+._..
<br />6-((
<br />I ,r
<br />!.
<br />III 12"
<br />3
<br />_ j
<br />3•
<br />,0"
<br />__._._
<br />12'
<br />J"
<br />-.-..�__--+----.{_
<br />S'
<br />I S'
<br />I a-
<br />_
<br />'
<br />1 .-P SERE3
<br />856 S!
<br />NIA
<br />/
<br />N A
<br />N A
<br />/
<br />N A
<br />N A
<br />N A
<br />7 2
<br />/
<br />T
<br />x' (BOTTOM)
<br />__ )
<br />70 OR E55
<br />1'
<br />._-_.
<br />N A
<br />/
<br />-Y-
<br />6 1 2"
<br />/
<br />--T
<br />N/A
<br />'___.__
<br />a T 7'
<br />/
<br />___
<br />N/A
<br />__- ___�.___
<br />, 1 /1
<br />N A TOP
<br />/ 3 (TOP)
<br />.__-...._. I._ ___
<br />1 '
<br />2
<br />N A
<br />/ 12
<br />1
<br />N / A
<br />I B 1 2•
<br />I /
<br />I N A
<br />/
<br />1 9 1 Z"
<br />/
<br />N A !' BUTr04
<br />r(
<br />I
<br />f N/A
<br />I 12'
<br />N/A
<br />1 12•
<br />I
<br />77"
<br />N/A 11-
<br />N/A
<br />i (TOP)
<br />I 12"
<br />- -__
<br />B.,2•
<br />_.-. _
<br />t B 1/2' 12'
<br />- .�_
<br />11' 12'
<br />n'
<br />__._
<br />1' (BOTTOM)
<br />•Ull"I To 56.0 Pit, ASO, DESIGN PRESSURE RATING
<br />e SEE SHEET 26 nXi AI CHM TYPE 1 SPACING FOR MIST TON I .A,A S INTO e"700
<br />FRAME 6AAM
<br />ANCHORMINIMUM WS AND LOM CODE aSLKARE GN n
<br />SCWDU TO [ D S 11MN MU'ATED ON SCHEDULE lDutt A1aPVIK.IG
<br />IN MIATIPwSPACING NG5ON 904EDAB+ iaLnwc FACTORS 04
<br />MaPIcMgN m°f POOOKL REDUCED StMC„a OBTAINED m U3NC FACTOR St.L
<br />]MpKAYD
<br />NOT BE 1E15 T1AYMtlw 10ACACINaurzD FOR EACHANCHOR TINAT
<br />ANCHORSLEOEWD
<br />MDM 10%
<br />I/e.
<br />I/e.
<br />I Ile.
<br />1/e.
<br />I~GLIX-w
<br />NIQIMI[
<br />e
<br />NW({IaAI[
<br />w. RK•all f/RDAs
<br />-.
<br />]
<br />7
<br />, Ill
<br />n
<br />I,r •.MITI oMRnr M)
<br />7
<br />)-._
<br />�_
<br />J
<br />--.
<br />)
<br />o.Ir,R. arA P7
<br />)
<br />) , 2
<br />/
<br />3 +n
<br />,
<br />ADRPL W "BE MEOW
<br />'L7 --
<br />3D
<br />.pL1D1c
<br />-
<br />-
<br />- I Ir--
<br />_
<br />m-_.
<br />P.
<br />I
<br />-_
<br />-..
<br />___
<br />_..
<br />__
<br />_-_._
<br />EI
<br />im
<br />,m
<br />I
<br />+ REQUIREW'C S 4y DISTANCE If ER BOTTOM Of PAIL I ( 7
<br />AND TOY BE 1
<br />/ -
<br />/
<br />--)Mo.
<br />_1__0
<br />I
<br />+1 N( UIRES MI.. q TAfRWBOTT
<br />OM OPAWL
<br />AND to BE ] ,B'
<br />1 1
<br />JT 6_1
<br />MD>
<br />BUILDING CODE (Mich Voloclh Hurricane
<br />COMPONENTS FOR REGULAR LIFE
<br />SAFETY & E-Z HANG STORM
<br />PANEL SYSTEMS
<br />(SCALE 1/2-17
<br />_
<br />- 15.115 OTK WIDTH)
<br />r
<br />-
<br />2 B
<br />-
<br />----12500' 0rLtCTIVE WIDTH)
<br />_ (_
<br />1 L ,250P
<br />-.'93'
<br />1/4e-2W)J:
<br />- %50" - 3 S- STUD I NITTED
<br />`I- a 1/.• (TYP.)
<br />- ; I
<br />-
<br />3741-. 175• O ANGL3 a e /4'
<br />SOOw,•. '--1.3So• -
<br />- 1.3w .
<br />- 131So' _ I1.500' ,.230•
<br />- .too' le°•-. aea'10 - -• MA!9e)a/YLMISD)
<br />-
<br />!HEMMED
<br />0.04 MN rwp
<br />GKMAMZ[0 STEEL
<br />6'I - ,.'\
<br />fI
<br />B7r ? 9
<br />'M4- Yt I.SDO'
<br />COGI
<br />ASTM A6ST
<br />rYP 1 ?.000 .tla4
<br />ZOO'
<br />- -
<br />y aN'
<br />y. 1.015' '_..
<br />-DFrAI-f 1
<br />GRADE DoWMMUM
<br />PENNED' _ I 2.125'
<br />'
<br />� ._ _!
<br />DETAX A
<br />0-60 GLV
<br />4R
<br />Cord
<br />+
<br />L�1.SOp'---1Y) 1
<br />_ -iT9
<br />it� STORM PANEL
<br />- . _- _
<br />.]75•
<br />j�
<br />-1.350- - I.Sm, -
<br />ORAL A-..
<br />- 2.000' - 1
<br />PAWLS SPILL K IMSTNALD ALWAYS
<br />- 2.367• .
<br />ANY ENO AT LLEn10 TSIDE OF P2ANE`L
<br />2� `H" HEADER O3
<br />`f` TRACK ©ANGLE WITH STUD
<br />TIP. top EOGL
<br />R -1
<br />0.024' (4iN )
<br />P1AAWI S END LIP -
<br />I
<br />J75' •270'
<br />GAAVA12t➢ STEEL
<br />W/ NEAR,ED ED"
<br />1
<br />tO OS'
<br />- v
<br />� PANEL
<br />' !-.�
<br />-/-"
<br />/<> - .0'
<br />i
<br />'
<br />-
<br />\ -: .'/
<br />133', •)/0'
<br />/ 1,
<br />y I
<br />�%, ,,, w� -___I__. - �'
<br />•
<br />1 7i _. 00•
<br />1 :' I �
<br />(
<br />.625 �, ,
<br />I J
<br />0.175"+� t` I II1:, 0.250•.
<br />C.250 - :_�G. _-
<br />fMMCD.`
<br />1 .07" •.625'
<br />�_
<br />1 -7 }
<br />- 7.59,'._
<br />_ , .
<br />1 \,�.-/,� - 17V0'
<br />4
<br />,I I -
<br />PEL
<br />- - i i
<br />,1� OR
<br />- 1250•
<br />I
<br />_ .
<br />t v ISOMETRIC VIEW DETAIL A 133•r _ 1
<br />I �•.rro -
<br />I
<br />.; �_.'
<br />7?0ROUNDED CORNER O ENDS Or PANEL'S
<br />I --2.J76• - END VP W/ HEMMED EDGE.
<br />, - I9957 MS•
<br />,!. 1
<br />I `-_.4)62%-
<br />125-
<br />(N.T.S)
<br />375•
<br />'-�T ,YP. BOTTOM
<br />DEM7 E
<br />2500- 1 �
<br />'
<br />(5 KEY HOLE WASHER
<br />I EDGE OF PAW, AEYAY66t..f
<br />3750• 077•
<br />.oat• 067•
<br />(YYP) '�•
<br />3105-HIS, ALUM AUDI
<br />0 KEY HOLE AT PANEL
<br />- 7-' -
<br />2. f 21'
<br />I . �- • SEE srtET 6 FOR wOr•O.k
<br />-013'
<br />I.
<br />I .i SP'-
<br />- _ 750• _
<br />�1'
<br />1250• 3H• O SLEEVE 2 1 alt
<br />M�NOU
<br />'
<br />' 2.000. -
<br />I
<br />Z.000'
<br />- 175'
<br />I -L
<br />LIMITATIONS R SLEEK LENGTH 15 11'.
<br />ONLY VALID FOR INSTALUTONS Wi0
<br />. IM, WODU Th"'C:URES
<br />3 750'
<br />- - ,93'
<br />2 540'
<br />( REV. `H`
<br />(�\J
<br />HEADER © y" NEAOER
<br />, 25' 2.000M.
<br />II 750*
<br />(T R')
<br />__ - --- I' MIN TO 5' III— -
<br />- 2.000, -
<br />I
<br />® SLEEVE VE 1* MAX, NGTH 0
<br />1 D ANGLE'
<br />HrINF//,F��(A1
<br />11 "d" TRACK 1©
<br />PANEL4'{
<br />374'
<br />- 3.000' �. - Si ALLOY
<br />1, .+ZOO•
<br />aAAX"PIA it
<br />e ��Tt•,......,�C//
<br />(USE ONLY
<br />�'�
<br />(/ W DE)
<br />FOR E-2 HANG STORM PANEL
<br />_ -- (-O- I]T5' AMEN-,. - � •Z\P••', 1, EN,fL{.
<br />' t I 1• ' I -', rJw ,70E"
<br />SYSEEM) 6063-T6 ALUM KLCW
<br />Ln 1 r-(-
<br />1.671•
<br />1 .-.
<br />_ i
<br />'
<br />[.DOD' I i- �- 0 s 1.125' _ -060• 750•
<br />I.ODO 113" O., MIN O CAL MIN. O I[I I
<br />.� �,
<br />.'i'
<br />i
<br />-N0. 44167
<br />-
<br />V.
<br />FLORIDA BUILDING CODE Non High Ydocll NO Icons Zorn
<br />+)D]o nttlX,. MIDI F.I.
<br />I _-J�
<br />, 060. 1 1
<br />1.20,
<br />os0'
<br />i
<br />_ _I,> -. STATE OF
<br />a _-
<br />`�
<br />24 GAGE GALVANIZED STEEL STORM PANEL D"." r
<br />Loco•
<br />) Ina )
<br />I -SEE SECTDV5 -I
<br />�.
<br />204'
<br />_ f
<br />'INN - • O •y101Ttlp A
<br />.J .
<br />r.:..�/
<br />7v . A C"
<br />/ / o•e
<br />IL ECOm GLOBAL PROTECTION PRODUCTS. LLC. DARE.
<br />T nNO a BS.RRs1 siRET
<br />13 BUILD -OUT_
<br />or ! BUILD -OUT NEW TRACK 15 & � WASHERED
<br />/ HI11'1
<br />N 1
<br />WINGNUT _
<br />)M. w•Pr .IrOra A MiFP
<br />,,,,, H -III
<br />• a,n`.n`•Yo .. w
<br />�04711
<br />G-0006719
<br />-
<br />n+cld 111HIM-761a r..: nkl)a m, 20 175
<br />All - a N.
<br />TRACK ANGLE
<br />ANGLE
<br />(TAAIAC 3 ALA)
<br />PE YA1rdMlRE/ML
<br />wnume A !BAR J.. I.E.
<br />a4XT I H Ie
<br />INSTALLATION, DETAILS FOR REGULAR PANEL i1) --
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATION
<br />CONCRETE ANCHORS (SEE SCHEDULE ON
<br />(SEE SCHEDULE ON E%1SnND POURED CONCRETEET$ SHE9 THROUGH to) EXISTING POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />OR CONCRETE BLOCK
<br />SHIRTS 9 THROUGH 10) ROUMRfD.
<br />ACW,IKO. ,x
<br />.1 ' �P TRINE LEG I
<br />LD / ,3( CONCRETE ANCHORS 11
<br />EXISTING POURED T
<br />CDNCRM REGULATED // _ -( (SEE SCHEDULE Dry
<br />/,•. SHEETS 9 THROUGH T(I) - l
<br />\'t
<br />ii� - e.� -- '°^' - I
<br />L.
<br />PF, * `., -"%zr.. RIEt
<br />., ; .+'<1 , OI ,,, _ I _ Pp ,IMreP READ , - -
<br />':'. l 'i.. - ew6o1 lot SLTEW 04 - - 1/7' /4•
<br />' 1 4' ,1
<br />1/.2
<br />F/ Sl. YS ./ NIP %�l MAX
<br />MAX CONCRETE ANCHORS 1
<br />cc
<br />-/2'
<br />SCHEDULE ONT �y -'
<br />1 1 (SEE - 1
<br />11 1 SHEET$ 9 THROUGH 10) I 1 J y_�,. I Lp I
<br />NGD4s,Un
<br />[/p•\}- / 1 e MPH.
<br />4 `1:/ I E.p '% To It
<br />E I -N9'• 'r! +`, I PANEL LENGTH
<br />/ 1
<br />C,P9, I -%: E D I ' i I (Sri SCHEDULE
<br />ON SHEET 3)
<br />(__
<br />E ! i r,1'•-2m1• ,(J + ( I i�) I SEPARATION Mift 1 +- (1 FOR SPACER.g1
<br />1 I r ) \_, A SCNE000Ew
<br />1 Ls IaUs . I F I 1I
<br />11 • I/ 1 ��� -I GLASS,
<br />S i._ 1M,A 1 -1
<br />(SEE SCNfDULE 1 /•'•-Eon• BI b�
<br />I !1' T ILRE PLR fW4 n DON 10 GLASS I IJ.Y-Xm,• E ii
<br />LD'•m a" r-a•) .I. -I (SCE SCHEDULE ON I R I ON SHEET 3) 1 l uau n N SPACER
<br />1 I I Ma.. A Geoln
<br />•
<br />•� I PAIR LENGTH 1 SHEET 3) Al I (uW 19II swu •l• YO.. ; f 7 r , Am, 1W 1.16
<br />1 DARK 11 uN Ol CMR r-e•t
<br />I (SEE SCHEDULE I^ LD@�I PANEL LENGTH t ,ER,T�,,. 1 I
<br />Jen. f ON SHf1t J) 1 , (SEC HEFT AL 01+STIN(,-� 1
<br />E SEPARATION 1 EX -1 , --' ON SHEET 3) I +
<br />CNASS
<br />I ,0 Cd1155. ; (D GLA55 _ Y , I I ; 1
<br />(SEE SCHEDULE 1 SOX • T I �'., X I _. I T 7
<br />1 ON SHEET J) I Or •t' 1 i C '. 1� OF i I / �1
<br />MAX S M4
<br />/-' ; ` I .._,
<br />I 1 '• 1
<br />I AI i (6�• SPACIR I
<br />ED I
<br />_
<br />I I ED OF Y
<br />i 12 t/2" O.c. T "]
<br />1
<br />�e n
<br />e I I 1 A
<br />L
<br />.•.n-,:
<br />W Am,' 1
<br />I �_I I ' $ l! I,flp INN 1 C ____ 1
<br />I ,..,.,1..._....t
<br />,14 w 0 It I/: O.C.
<br />ANC-DRS •,-. ---- 1
<br />CONCRC`[ ANCHORSA.CONCRETE
<br />EnSTnG POURED 1 (SEC SC-TOULE ON 4Y (SEE SCHEDULE ON `---1 1. !
<br />'t
<br />-,;,�
<br />CONCRETE I EOOC IX WALL OR SLAB SnECT< g TNPO/TN 1p) SMfRS 0 iNgOOGN lO) M '' \g�2 1/6` LONG MAX A.UWNU4
<br />REQUIRED ;. (ACT. CONDITION) - SPACERS O 6 I/1' D.C. VK1U FOR
<br />_
<br />O/• EXISTING POURED CONCRETE ALL DESIGN LOADS AND PANEL
<br />� � OR CONCRETE BLOCK C%I$TpG POURED CONCRETE LENGTHS PER SHEET 3.
<br />CONCRETE ANCHORS :�\�:.. REOu1RE0. 0R CONCRETE BLOCK ,G( 1 H•
<br />ALUMINUM SIKONS a
<br />(SEE SCHEDULE ON REQUIRED -01� M%7'
<br />- LU_ _ 12 OC16
<br />. (SEE ABLE
<br />SHEETS 9 THROUGH to) " SHEETS 9 1 +p.)
<br />CEILING �(�MOUNTING BUILD -OUT MOUNTING WALL MOUNTING /DIRECT�MOUNT W/SPACERS OR �A
<br />SECTION S
<br />SCALE 3/9- I' SCALE 3/6-1' STALE 3/6-I-
<br />ffi 1M11111H/INS
<br />A. T1�lij
<br />piI
<br />-
<br />s�: ' VCENSF' •,.-
<br />: FLORIDA BUILDING CODE Non High Velocity Him, Icons Zone
<br />a a. to
<br />D.44167 ': i Ma10 RW. INC
<br />I V STEEL STORM PANEL 2 GAGE GALVANIZED
<br />- _ * - oAaN In
<br />*: 4..:.._- GLOBAL PROTECT" PRODUCTS. LLC. 07Dfll '
<br />' IL E C O Iwo.
<br />E.D. EDGE INSTANCE NOTE-Lo(i_COY61NNTroN.OF,-sEGI1DNs _ •Q'•. STATE Or '.F/_1_
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE - %/
<br />„ ya, 3NrLTSHEETS
<br />9 & 10) COMBINED IN ANY WAY TO SUIT ANY 7 F •cI:->•` FNt a r /r - a•Wa N mr 20-175
<br />GIi,.I. m m-,a a � INN u1-FAN 1AIIx M.)est Ts.a rA%: (wA)we•am
<br />INSTALLATION. qB` /DyA. E, ...r. Wr _ ey DRAINS N.
<br />1 r .nr r ww
<br />,/FfI1NN•4 /Sawni R/Oon G-om"l _
<br />WILIER A. III ", Kr , Y n-,r W . -_•�__ tLITELi b IX is
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STOgM PANEL
<br />INTO EXISTING WOOD STRUCTURES
<br />- /a? IAL SCREW, a V TIC W/
<br />^_�------- I Y. 1112 rn• TNAFXND KNfRoN :) Y"• r•' w0U['
<br />- •• ✓G sr:IlLr; • a• G c w ,o E nlwc WOOD NunrA ))
<br />r
<br />•' I. I11 - IF, TH Two PEFC-!0•• HCADfR REQUIRED I/.•r - SCRI a 4' CC w
<br />>. / I '{ rU, OR OI+ [DGI : I WI T
<br />i� (Y.�I -. I - I / ,RP.AD(J fNNF'NA1kM
<br />_ K W WOOD MAMR - n TMIr
<br />---4 na „con a
<br />' { -1-' HFA01
<br />• i _�_
<br />_ I I
<br />• LA ENT, or . i. l� •-2O<1 4' 4 S
<br />I 1r�
<br />I A +1.'' Y S '-
<br />5 N 1
<br />6
<br />a .l 3) W",, 4'n.Prl _ / /
<br />• 4. END I,, ♦) T_(5• 1 I'i' N'r� �--Hu, o 11 cc
<br />r1
<br />I' ,N �, Q1 - •-%O ] LASS wn H,w P N I a G LMI O •
<br />! f
<br />Ao[D [ CTP/,TKAr'.
<br />'1 i U
<br />1 � 1
<br />1.
<br />i _ �LAp Ms../ 7/e'n](JI' r� Lxanhc NmD IKADRR ( I 1 r ISe[ onA. �. %7A k III 'I
<br />I 'NM
<br />'A RVCW7 wNC NUT N171YfN
<br />n1 !LTA
<br />1 L__L_11� T R ) It. ,P :-r T
<br />to , su DL I (
<br />- I - -, _
<br />6. Nvm T7P RMl �L. � � • ♦
<br />C"M N to
<br />- a 4K4NPN Cf Y1 + EK 1 'H,' 3u1
<br />1 Owl I
<br />_. -r S
<br />X -- I 7 L•,m
<br />F D nfNK _/
<br />w(A �" I
<br />,. 1 i
<br />1 AJOI"R(5 ` 1 � / :1.IYI ,/1a O
<br />__.,11 NOTE
<br />------55L------- �I ��--NU ( NOTE IA RL:.rrlr) I
<br />C /' >NN It. '�
<br />I' W. Ul: Ip,gDF'N RC4U "t'r
<br />i fi
<br />_ 7 9 1e' 4Y,. I. I
<br />-
<br />�/ i
<br />T Y!16' 4k 9(PAN1110N T1/[ W/ 9 Y/6 %��/J
<br />_ 7 (
<br />• F,.3 I' 4 GLASS _
<br />N CLASS 'A.S W/lie/•.L/], 7 1 I DEFT •ILII a H! rlrA: Mlll O --i I Q 1 III
<br />N
<br />WM: N'1 a Ib fYlR, OYFR1lIP _ - i
<br />iMIRY I]vf P, - +3--3RPAMNJN }
<br />l^ �+ • IA / ' - iP I' ^
<br />♦SCRFw
<br />4'e
<br />0.: c' I ti
<br />` 4 w
<br />S Y. SOIM '•
<br />2 V IA' Y"I J/ C w
<br />XB0_ , 6.h3 ,3a
<br />I -7 - - xPNFA; �c
<br />/ FIER 1m • £
<br />-4�
<br />, / i NQ •
<br />( f io UASP FIERY IREPIN' N EYEHry W(AIAMI _.
<br />.1 na' e "I'll"i ggit 11 I § I-
<br />J11`. 3 1
<br />+N
<br />,lu
<br />s$
<br />i g
<br />lItIt J , r
<br />I H "P
<br />I/a' •-T]IJ •- Y S pQ
<br />I NL.. I
<br />I F 1
<br />r l ' r.) (i [L I y e / T• 5'
<br />I I ,
<br />I � - I
<br />I W,w Nln -
<br />- F I
<br />iR 1i l e q' r. (.
<br />i r
<br />I - /.1' Y I
<br />c r
<br />f% 1 .1-
<br />Eft
<br />) r
<br />Wi / ; Pµ Wr f X�
<br />+q. J w [_ [ EW [ 6
<br />I �?
<br />re'h,J TALI
<br />4
<br />ILI
<br />0 VAhF
<br />SI 1: �M LIAR P1.111 w f
<br />2 i 'T
<br />/ J L•M•, ,
<br />/ 1 d
<br />W I OR ://. •-1n•3 ♦ 7,'e' M,n rHNFAOED 1/i M 76.1/.' Y.S
<br />-
<br />TNUY$[PL'w (SfF .RITE a LN IIRYI - If 1 e'•..5 la' NC
<br />TRA:I<An I' / / GEM
<br />{
<br />I.
<br />O . T•. O C 1 FIN IVI I/1-170.3 1'
<br />j/
<br />I /a`0 � SCREWS • 6' C: C. W '� ' rn - /
<br />WTI 1 7 ( -I 4`- iM W!
<br />_ • .L •' YY05CPE
<br />„ TNR // -Y S 50 SCE
<br />TY1N 9 $y(
<br />z
<br />•�♦W r f 21 R9Ga Burt L R.D � >! • Jv _ NW 1� 1 ', • �'i 'I -- - WIG NU11
<br />7 M r IT jF.� �7r H0f2 A 6ClbW
<br />'1 - - A/
<br />1
<br />w OIH + r AT r A OR ON LOGE OIR •yJ
<br />.1 mEIt
<br />D,11 / PLATE 9 [ ,.
<br />fXP( 7POn I. 1 --a 1a _ 7D.
<br />1 •- t 1 A , PAH - PI • 79 S a• w
<br />uR. u w 1 ., w + e.. ._ �i. I ) , t / 11AA�.r,LALW (�IC NITi fA B➢,iW B I• J 1 1 .1, 1J'
<br />`{N+\\-
<br />f Ufa' Nm IKHFTRAnLW • Ii • ��L , C.,,I WXu: NUT • t7' OL
<br />1
<br />:
<br />5CRIE'f ,ETD^ _
<br />��•'�••I,
<br />�k1 -- R
<br />• .AG L MS
<br />i"' --� SCREWS O e' O C W/ • IAi 'IC.M O 6" rl C N/
<br />) m �`•/7' Wn RC41rD PL+I[iRA*ION '!1/J' YA IIMLAfRU Ei RCT,AnG1.
<br />I .'Ym. tP i•.♦•.'
<br />�__
<br />IIAT T Rtr'Imin
<br />, _ wa,L, ALAI{ M:awwn • u1aWmH of PUTT
<br />/�ST�►kFR/��E PLATE " ALTERNATIVE 2"W .
<br />SCALE +/• -•- � I - alAt[ RFO'JIAET. (VT FIAT OR GY f.Ril
<br />9vl. rUi OR JN CG:L F - 4.n ! .•' UOG
<br />""W
<br />ALTERNATIVE 1 BUILD -OUT MO�TINC
<br />SCALE ,/.. _ I FLOOR TO CEILING MOUNTING fd,STALLATION
<br />WDEEt mru i ATION AL?E , IL I E 41"W
<br />I iFISTAUAIICMS MR. OMY YA !, 11. 6 UI„G4 Wiin A:J DEi"7N 'I pA!'S INIIHIHN. ���p��� SEA'[ I '.1•
<br />I- 'O leap. -7i% a.+ iND PALCI 5 TING H LIP ',` 5' ,0• Yare,,� A. T!( fir, L1LEC1ATfYE 3""W
<br />•.
<br />2. TOM NLM WCX,C FAAYF LtrHS^RANG fX)N NVUJ MLIIBI Rr. ,0 P{ 50UIHIERN 4�_. __ [� �1T• .....,,�/T 4_ SIAIC I/4 1'
<br />PINE A[ 2. wl 5r'EE6K FXNsm Dr Jss r-w I:CA.,N
<br />I: 3�p•''•vCENfF'.�9
<br />,1.
<br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
<br />r n- ,. _
<br />No. 4 .
<br />. nc» •A'rcc "a.
<br />RUTA * ;`
<br />20 GAGE GALVANIZED STEEL STORM PANEL ,,� B,
<br />WlE T•AS F`V.A'1D•g ICo AL.M. 'I)41I i NI 1, Jr 5i DP N•P AT iM l *
<br />wt:. A% PAEI EU corlrac,•E1N '4 1eACFs A, r,<+I I. Rw.tc rry 'rnf"'r^r'tP ' s ---
<br />I llo(I t•I TOOL r_ •ISTN, TYPE ON CFT J RENAA(D
<br />, ,qj i .a' SEAT OF. -- _ �- P7JIefTow
<br />' '0.' Tom- - `GLOBAL PROTECTION PRODUCTS, LLC.
<br />Ron- r -.--. Tvw OL a=__ ►I.TERYw ♦TIVE 1_DP HOER WD00 FR!(aV,r' .'ci0 Uy'-. \.�- , / j / I� Iwc .aw, [r al aTRFn :4n
<br />"N"'M' "e,,,Fs,r1'• •tir,'-'t!r't� 'c
<br />�S(� ,,,rrr 1-1 Frsr k�No'T,TcRIN9 DUT.Mr F.vIF. FF 1.Ti1.
<br />1VP w 60711M wT1NIM0S C.w Elf (}TWWNCD IN NAY CONDITION k A_MCI4�0 IEx'ATN3N II,IIV/O ••t(,t� 4 ' • Wh e, JM - 111. PRIMAL. IV1+)6W-T,M•1. 1. fAM)AAF-11.1 20-176
<br />w"i TO SLIT NIY INS,ALLA740N _ _- - .. N LN` r rH„n. LAAt r IN•!.11.1M•
<br />.....
<br />--
<br />,. ,/1' . 1` 11NFHI lv000•IA'-- C +IO YIN• r cAA'wXi Nn'
<br />NOTE ,_'FR TRALKS N(n ,,'*. YR 'V. 1:1MIIT, 91LI/flr'H•'tu'°T/FETE --"- W,1LR A low h., I.
<br />PANELS INSTALLATION INTO POURED CONCRETE CONCRETE BLOCK A WOOD
<br />9(HG1E._EANE,LS.(i IRESSRAYIF.O Ai EACH
<br />AT.I4P,QRRACKS (3) - 1- f j &
<br />�4TLOM Et1R,�(IItL7 1y
<br />DB
<br />YA1H TRACKS__L1A?&1, 1% DIRECT MOUNTED AT EACH GIs
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-'" (fi.)0
<br />""MUM A'S..0
<br />SN
<br />PRESSURREXI RATING
<br />CONCRETE a WOOT,
<br />14614LAATION3 I
<br />(P...f.) I.PT .)
<br />L+ - 4 '
<br />zaD
<br />r7-o
<br />p °'_
<br />__
<br />?30
<br />I ''_a•
<br />Ir-e'
<br />-
<br />II a'
<br />_,0._-;`
<br />30o
<br />_._. .X70 _.
<br />ID ,a'
<br />10_-O•
<br />-- 4D0 ----
<br />)o-r
<br />9 -I- -
<br />a -P'
<br />-_ 430
<br />P e-
<br />_� 500
<br />9-,•
<br />IF- 4.
<br />Sit;
<br />BY. r
<br />e D'
<br />W.0 _ ____
<br />a .1_'
<br />7 7•.
<br />700_. __
<br />> C
<br />7 0:.
<br />750 - ._
<br />7-5-1
<br />6 10
<br />900
<br />7 7 -
<br />6 7 -.-
<br />t 0
<br />-i:- 0_
<br />S
<br />6 "
<br />__ 9P0
<br />6`_ P_
<br />e 9
<br />f7S0 _
<br />6 9. _
<br />6 -o -
<br />- ,ODD
<br />a 5'
<br />s n'
<br />IQS 0
<br />-.
<br />R 3'
<br />3 9
<br />-- „oo
<br />.._
<br />..
<br />3 >_-
<br />--s 6
<br />,ISO -
<br />119.E
<br />_-
<br />-
<br />5'-3'
<br />MAXIMUM PANEL LENGTH
<br />%+" OR "L-" (ft.) 0
<br />WMMUM ANS.O.
<br />RES G
<br />CONCRETE a WOOD
<br />PRESSURE RATING
<br />INSTALLATIONS t
<br />(0.1) I. PF -)
<br />L+ FL-
<br />-- 75.I
<br />12 fD
<br />_I, a
<br />fD IO
<br />II'-7-
<br />- T
<br />P•_
<br />3D0
<br />- 330
<br />,D O
<br />9 e
<br />-D
<br />t:
<br />430
<br />9 1
<br />6 -Y
<br />SOO
<br />I 7
<br />s _1
<br />53, D
<br />a !
<br />7 -0'---
<br />600
<br />e o
<br />7'-5'
<br />6750
<br />) e
<br />7'-2'
<br />7D.0
<br />1 s
<br />-
<br />,,-IT-
<br />7S0
<br />, 1
<br />Oa
<br />i____
<br />o
<br />e r
<br />.!
<br />50
<br />_
<br />IY
<br />900
<br />-70
<br />° P
<br />e
<br />_...
<br />95E
<br />! r
<br />..
<br />5{a
<br />-
<br />1o0D
<br />I 3
<br />!-7"_
<br />too .o
<br />�6 J
<br />6 -•' _.
<br />110.0
<br />_-
<br />-
<br />3-T�
<br />Ilia
<br />---
<br />p .lo..
<br />�-6•--
<br />N9.R
<br />MINIMUM SEPARATION TO CUSS SCHEDL41
<br />.0 SPEED , I'D ma I,! WIND SPEED > 170 m. P.h
<br />MAXMIUY
<br />µEl LENGTH
<br />(I")
<br />__ _
<br />UNR57RANED RESTRAINED ULRESTRAINED
<br />RSTRYNE.D
<br />30 DR LESS
<br />-- _. _...
<br />1• I I . 6'
<br />_ _._._�- r - --
<br />6 ,/4•
<br />--
<br />33 To 90
<br />T.._ -
<br />"a! 145
<br />1• r 7 1/a•
<br />___. �..._-
<br />I• 1 1•
<br />+/a•
<br />-____-
<br />1/r
<br />._71/2•�7
<br />,• I r - i
<br />7 ,/r
<br />>in ra ten-
<br />MFN111wilIM PANEL I.FNI (In) FOR A GIVEN MOUNTING CONDITION
<br />TOP
<br />DIRECT
<br />1.
<br />•U'
<br />I i3S'^xl 5
<br />Y•
<br />.r "LEE ,
<br />•Y RMG`
<br />IG
<br />00,14'
<br />i HE*",-
<br />I HEADER i ANQLE
<br />TIL
<br />N
<br />OW U11
<br />RNS
<br />- ! DIRECT 4(luta
<br />.6
<br />57
<br />37•
<br />35•
<br />55
<br />.
<br />50
<br />AD-
<br />�1.5'xI
<br />...I.
<br />.
<br />-
<br />. 7.
<br />1
<br />4 5 STUD ANGLE
<br />3S'
<br />1 32
<br />32'
<br />4)-.._
<br />3BT
<br />,a.
<br />a r TRACK ...
<br />_ 5a'
<br />32' .
<br />t, 11•
<br />42•
<br />-�
<br />Or.
<br />so.
<br />1 60.
<br />�11lD-dlYIt1�DL'lf ANGLE
<br />T
<br />SO'
<br />32'
<br />31
<br />Y
<br />W_._
<br />Sa•_.._i____So'
<br />e 510E
<br />50
<br />32•
<br />{ -
<br />I 32-
<br />, ^3e
<br />l
<br />60
<br />x'-T_-sa
<br />tcum
<br />2/4 1 /4, 3/4, 4/5, 5/5 & 6/5
<br />am 1 W/6. 2W/6, 31I & 4W/7
<br />W
<br />3, VAX ANCHORS (SEE SCHEDULE ON 31 WALK
<br />-1' MN : - SHEETS 9, 10 all) -I• MIN -'
<br />---- - - - - ' _ __-
<br />e o o a I
<br />DM.. s , a - --- - -- - - - - _ - __ -
<br />\% O O' 1 1 I I I I I .. I 1 I - F - ' .- r-- -T - I -1- T - .- - T -'r '1
<br />_. _._ _-1-.'-t-----, ' ..I--- .. --'.- _"'---r - '--r-f I
<br />T 1--.. 17
<br />T
<br />O r I
<br />4
<br />®' ®® II I
<br />Y I 1 1 I 1 1 I ;
<br />F- - - - (. I i I ; - , I �y
<br />1� i , 1 ) 1 I.. y 1 I i I 1 I DI
<br />I I .� 9
<br />j' I,4, -I i - i_:_I -- i
<br />i !UNBOLTED PANELS I , - 1 I BOLTED (PANELS W/ t ae-20R7'
<br />!(SEE SECTIONS AS I 1 I i SS M.S Bar W/ d0 EA OVERLAP
<br />'APPLICABLE) I Ii (SIDE SECTIONS AS APPLICABLE) _
<br />, I I I ,. , I I I � I I
<br />I - I' o
<br />!
<br />I I 1 I' I I $
<br />j! i j I j
<br />I I
<br />L�'�41�
<br />)
<br />1 I
<br />I
<br />D.M.. 3 ®, -- ,- -I- I - - -
<br />lgt 0
<br />Qr ® - 7- MAX .
<br />I' MR 2/4 1/4. 3/4. 4/5. 5/5 & 6/5 I• PAN.
<br />1W/61 2W/6, 3W/7 & 4W/7
<br />ANCHORS (SEE SCHEDULE ON SHEETS 9, /0 411)
<br />REGULAR STOI�t!��ANEL 0) ELEVATION I/,' M. ALP
<br />2.U7' N.T.S. _
<br />III (MN. (A R6 p -I 11F4E mewl)
<br />1 MAX//`\
<br />1) SECTION I
<br />. `-✓ N.T.S. \ I
<br />Oil)
<br />HORS;
<br />L.. MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE ASD. OESO4 LOIN.
<br />L-: MAX ALLOWABLE FAQEN LGTH FOR A GIVEN NECAINL A.S.D. DESIGN LOAD
<br />(2) PROCEDURE 70 OCTUDOC MAXIMUM PAIR L04WK
<br />CNEN A POSITIVE AS,P OESGN LOAD. DrMtUW VAX*" PANEL LENGTH'L♦' fROM SCHEDULE,
<br />GIVEN A NEGATIVE AS DESIGN I-. DMItWNE MAILMUM PANEL LENGTH 'L-' FROM SCHEDULE
<br />FINK MAXIMUM ALLOWABLE PANEL LENGTH IS EQUAL TO THR WITH IN WrCA 114D PANEL LENGTH
<br />BETWEEN 1.' AND l-'.
<br />(3) SEE SCHEDULE BELOW FOR NW PANEL LENGTH FOR POROSITY OWIJrICA7gN,
<br />1 INSTALLATIONS INTO R000 ARE UNITED TO t 95 P.I.1 MAX. ASD. DESIGN PRESSURE RATING
<br />-�vASAIINt 10 1 I1 FOR MAX ALSO. DESIGN LOADS I, MAX. PANEL LENGTHS FOUR
<br />,'L';LQ14",, SPACER IS USED .
<br />4` -
<br />f ' 1. S •• "r FLORIDA BUILDING CODE Non High VelocityNO Icons Zone)
<br />0. 44167 '; S
<br />nor rio7o m(o. INCWe
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />*;IT
<br />VIARII BY
<br />�l'•.
<br />TA EpF F.^�'=4-� _.
<br />�i'_ ILG
<br />GLOBAL PROTECTK)N PRODUCTS, U.C.
<br />°Rlai°
<br />11.
<br />'snw
<br />S F
<br />"
<br />GRID �y ,/
<br />A • 4(r�a"'T .%^••'-fO
<br />i cWfR
<br />1.
<br />nrw
<br />feA 3NI a, XH-
<br />HAWK L au1.
<br />20-175
<br />5
<br />b,,rS/
<br />"" ,
<br />a. wei"n�MW
<br />r ar crwJaw- eu. ru rykr)w6-4»,
<br />f""/f
<br />NAG\:,
<br />L�I.Y.
<br />G
<br />�i-IM r
<br />oew•1
<br />nNfNE�•UN/OI'n
<br />RKf �,,HJt,"",
<br />_
<br />WIQI E v +k
<br />_.__._-__. ___, _. _ __.___INSTALLATION. DETAILS FOR REGULAR PANEL -1L--'----________.___
<br />STRUCTURES
<br />LAID 1YOOD
<br />pp
<br />-__._: SEPARATION I
<br />-� 4 - WOOD ANCHORS .___�.. 1 _ TO GLASS 1 J
<br />I,...._
<br />I -TSEE SCHEDULE ON r ,/a•.-T0.1• 1 (SET SCHETRIU I 1 ,/.••-aml
<br />SHEET Ell '. �; a3 6 Nub can 1 oN SNER 3) l 1 O
<br />I (Arn
<br />Y e 4 1/4' cc 1_ A 1
<br />I
<br />11..��.. - _ r
<br />1 -7�- NTCFI RRR T-f1
<br />T. ; •L' M.
<br />+1` I .___1 . 1 EX,STIy( I 4 LENGTH
<br />HEADER i ,I I 1 � I I 1 GLASS I I I
<br />It
<br />WOOD ANCHORS 1 (SEE SGHCoIaF
<br />REOIJJIRC ". I �Z ..,� I 1 SET.PANmf0vt
<br />_
<br />�.. I
<br />(SEE sC1EWlE 4u: I .- -11 -. . ON SHEET 1 fORI
<br />1 •' 01 i
<br />SHEET ii) {
<br />- MATE. - N I '- I SPACER
<br />//2N I O r �idI GR1 i � ' �,) OF j ! I7 (--
<br />. ' -T-- i + WOOD HEADER. j ` i i '. I - MAX
<br />ED I
<br />WTI, 1 REQUI.,0 I Min. II. (1 1 1 ___ _ I
<br />' I S - z-- ` I
<br />1 _ l f- r> ED _ - ---- 9�
<br />._. __.._� I I
<br />r-1 - i r-- I , ( 1 .
<br />1' VAX LONG ALWWIN SPACERS O 11 1 T
<br />I , �11-- I L_� I i O.C. (SEE TABLE (l ON SHEET I I j
<br />E 999
<br />I MA I 1 1 1 J I J SEE NOTE " BELOW FOR LIMITATIONS FOR
<br />�.� ,) 1 'L'
<br />I FCPAKATION I "L' MAX 1 I JI MAIL. I I", LONG SELVES.
<br />10 GLASS I PANEL LENGTH I 1 L1 PAIR LENGTH
<br />!III
<br />!ji
<br />' (ON SHEET 3)E 1 (SET' SCHEDULE I 1 ( (SEC SCHEWIF _RANEE MAID. FIANJ q OR PANEL MArz'
<br />O SIICCI 3) 1 ON SHEET J) !
<br />i /a'• sm+, ' i i PLUS (SEE SCHEDULE ON SHER 11)
<br />II
<br />''' I tifw 'AOAIRA- i Ii'',
<br />1 MITI 1
<br />1 1 Ills' NOR 1'rR E SEPARATION 1 _
<br />EXISTING I 1 1DOM DWI r X1 Usn,"O___ _ t TO GLASS. 1 PLATE WOOD
<br />~ r GLASS , (SEE SCHEOIAE I
<br />(a ASS I ON SHIEEET 3) - l� � DIRECT MOUNT W/ SPACER 4-6
<br />`'
<br />j t i ; ALTERNATIVE 2W' �-
<br />r
<br />I I+T!+ I �- j) _ I - 1 I � 45A SCALE 3/0•1'
<br />1 I.
<br />t III ..� SOX I • 12 t/1' U.0 SEE TABLE 11 ON SHEET 11 FOR MAX. PANLL LENGTHS a
<br />-
<br />I P . N MAX A.S O DESIGN LOADS FOR THIS INSTALLATION.
<br />1 ! Or 1' I
<br />I O
<br />r- L r-; 1 I 1 '1rt`, MAX' 4 -.i :.,..... -.
<br />1 I 1
<br />!'-- i i h f _I I I
<br />I ,
<br />1 WOW ANOKMS ' III LIE E1EDE:
<br />_' -
<br />i
<br />Ell I _,i _ , ' I STAGGERED W/ STUD
<br />1 'L -I-_.-_T.;.. ._i-'=a r ' (SEE SCHEDULE ON vocal M MY aE I I/r LEND Ir'
<br />_-1 -, - �
<br />_. . _._.._. ... _._...-_..-___ - Start II) (1) PIEWMAl10N a LeWi[9 1OBHA�aN[ aIORY WAILRAY WRN 13'-0- '
<br />1'v4' WOOD 1 ...0 !I A(IS= TRW AM'
<br />{
<br />1I dR0114i PIDwrt aAEwNWY AB �pDTRI,TIW mww
<br />PLATE REQUIRED i ROOD ANCHORS I- MN, relloollcN To MJS9 moc rm � 2' 4` WOOD
<br />1
<br />STAGGERED W/ STUD " LCdI I
<br />IF ROTE REQUIRED �")
<br />a' Vf�M WOOD, WT
<br />ccPlandn/NAPE'` ' - _ .. .: P SHALL waaK
<br />7 (SEE SCHEDULE OR I mMGS"A6 T 0 Ile GC.
<br />SNEE Y H 11 NO WLRD WMN ! (I-% ilA AOTNCIGH FROM fI 1/I' O.C. TOALONG NL011'm ON
<br />I
<br />ASD, nm9LAl 'I j MIm e).
<br />iRATING-45
<br />RAaH9 tl .a0, •aa Pa.l. I (J) MAX. N aLRC LOOM LIMITED 1a GT OR=O
<br />_ .1 - " rMW O LE S A
<br />' (2) MAXIMA s,aNl PAIL LE1Gn1 6 (i14 O A Rm1WL 10n •11011 IAAI>Dt eA,[L LLNOnM ALLDIES ON
<br />t 7L.� 6CIIE0UL IPQT It). ,
<br />j (4) I 1/3' LWG 9PALLR CMVOI R AM WALL BE A5 •NWATED W '
<br />WALL ►1M�OUNTING (3) ram PAL Poomiul ION a as., SIdr L #MAUATMW Of I H
<br />E i W •no AN D6nND eoo0 rWA1l WALL ' SCALE 3/a-1 1AXD FOUR WIND t1Xlt] 1. ) AM ] All OWEM 0 w I'll
<br />RNA
<br />SCALE:J/9-1• (4) e,s1ALU,IPI +FAIR ONLY ram -mE-Lew SEWOMG AO Ill Imo (741 romaw) or ne mommof
<br />BLAIDSIG VIBE I
<br />,o 1. 2 a] Will A r I P1NP111P
<br />_.. - --__- ____..._ -.
<br />- - A. T...-. --- - -
<br />t ...:..,.. it
<br />NOTES, ��' ,\CENS '' :;- FLORIDA BUILDING CODE Non High Velocity Hurrlcano Zone
<br />1 INSTALLATION A D F R L
<br />RE ONLY vAl 0 MAX.MA S C. B n o 1.
<br />2 No, 44 OEOT 1ft . I,E f
<br />N12TE._ LDN.-9f_SECd)ONS-1 f9Ji..C4L�xi(L87 24 GAGE GALVANIZED STEEL STORM PANE
<br />'a_ L EL
<br />DESIGN PRESSURE RATING (p.a.T) AND PANE: LENGTHS # ; oa1rN eY
<br />TOP & BOTTOM MOUNT,NGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - * C III
<br />j'd'• STATEDF-'- 'E"".✓ Y GLOBAL PROTECTION PRODUCTS, LLC. °'/}7I[
<br />O
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2w') NG. \ art
<br />9 • ILIEE
<br />INSTALIP.11pN s 0,,I .• f(ORIDII :•;' j' .-_ Hurt , TI,W NON� GOMMNY 4ela SW a, v11L7
<br />2 FOR NEW WOOD
<br />FRAME CONSTRUCTION: WOOD +i°\, C01 • > M-M WIN aMr WW �[.i. arl vn a1r . IT .+A20-1n.,.� (. 1 _ .Ilri,M.IMI N+1XW, 14a,)M-,DTI. f. f4o.)M-en)MEMBERS
<br />, S/
<br />TO BE SOUTHERN PWE No 2, W/ SPECIFlC -
<br />)M,YAL-I-.--w . WM NUIrDENSITYOF0.55OR
<br />r'A'o0peNfA/W
<br />J
<br />EQUAL. fbgA MAtJM+r A AP,EIIc
<br />NTO , HALE_S
<br />GENERAL NOTIE�
<br />DAMn FOR WC=Ae TMS' .AW,r L E-7 - STORM R1•
<br />l STORM PANR SHOWN ON TH15 PROpOC. EVALUATION OOCUMFNT (P LD.) HAS EWEN VERIFIED FOR COMPLIANCE IN ACCORDANCE
<br />W:TII I1E 7020 (7th EDITION) Of THE RORIOA BUILDING CODE. THIS STORM PANLL SKNI. NOT BE INSTA.UfD AT H11W
<br />n OrSiGVELOCITYHIJRLOAD{ IXES YW41-GALE BROwRRO COON F> L L ( >
<br />ro P r T n F wlnc
<br />[ ICI MI L LYTERYI ED ' N 160 0 N MEN 0 COX Lfl A 1 T ilf 0 n0 OARS 5114tf. BC AS CR SECTO 9 C ABOVE NFD
<br />i P l FOR A I I TY FACTOR
<br />SRF1D A$ REQUIRED
<br />11 BY iH J R WHERE STORM ANEA 'MIN U 'NSTALET, 4NU tl (XRCT OhAU 0 EG REEL E V IS MALL N
<br />KD-O BS, USING ASCF !-,6 NVU SMALL NO ExCfLP rNE MAXIMUM (ASD) DESIGN MF.S:SJNE PRONGS 1NDK;A7ED 011 SHEETS
<br />3. 9 THRV ,2 a 17, H6
<br />IN ORDER TO Vl R,RY THE ARCM CONDI/10N, 1ATIMATF DESKIN WIND LOADS LMRMINEU PER AXE 7-H6 SMALL BE FIRS'
<br />REDUCED TO AS.O DESIGN PRLiWRE RATING BY MULTIPLYING THFIA 01 06 IN ORDER ,0 COMPARE THESE W/ MAX (AS D)
<br />DESIGN P S' RATINGS INDICATED OR T5 9 TNRU I' & 17 10
<br />I OR R aVRC HAI NC ED SHEETS
<br />S.
<br />%1 IRS' F TO VERIFY AV, ANCHORS ON t.PS P ED AS III IJ WERE NOT OVER STRLSSCD, A J INCTEASF IN ED OWANLI
<br />` f N I• W -H AN YS IA-T'N 'WACING 14' -N AMWE IN
<br />WrOR. OR M U F� 201 1.EC THLI A T S ! EFC > AC N4 fi W(K1U > GEE OCTF ➢
<br />NOT
<br />Kr.OfIM. WITH N. I VICE FIGS 10 e
<br />"iOk4 PANCL'S AU[U1ArY rYt MAPTAwfNO RESISTANCE PCEN vEalr1ED NKCORDAN f WITH SECTION 1609 1.2 IX M P I'- :II ! I1 AN O 19 - AS
<br />THE AB[M VEMIO:EU CO'JE S PE Sr 0. `',UiM f ORIW C91 a M 0 ( D 2 O7 09. A R STANDARDS,
<br />CAN 1[ LM >C L RE G
<br />N I - \ - i AN TW R f REPORT I'3 1- ID AS WR W SSID 2 99 A ASTM C _JO 02 S ANDMDS 0 AMERICAN TES G l."N SCORN EOR1M E J I> U
<br />HAS +.+I AND TAS' 203 PROTOCOLS, AM) AS K.k CALCULATIONS. PFRIORMFCI IN ACCORCANCF W/ SIC7T N 1604 OF THE
<br />N ORIOA RVWGAG LUCE
<br />_I S" 7 A' NU INU4 EXTRUSIONS iG e _ 6 lCY' 1 M R UNI-E.S OTM :RW St MO � SEE FfT Z
<br />M 1RU BE D4 AL AM) I +i ( E FC 1 SN
<br />4 • IHi[ 1 :I IMF) AT C uR� H , 1+5-N114 ALLOY
<br />7 l_ ALt1V IRA :U/Ff NL N .L OS IS S Ail NMT 3 )
<br />i IT "1 A- Y 6- C YAM"" ALL r C 4'i VAN l NA Sn[1K I1RN WK Y STEEL. A. V 6:f.J GRADE BG MINIMUM, 00 1,AL .EC 5 LE. SHEET METAL ELS Y1W K
<br />'1 DESIGNATION TY. I )LIP M R 1.
<br />S EEL t1E11t7NA O w 7 2E RUILEC
<br />A
<br />S ALL SOPrL WS TO PIT CENNl C1: SIFEI IUa OR 3l6 N11 SERIES OR CORROSION pE:S'S.ANi ELATED CN'•B(XN STEEL S PFR WN
<br />50010 W/ 50 WI YICLO STRENGTH AND 90 w1 TENSILE STRENGTH ANO SHALL COMPLY W/ FIORIDA BURO,NG CLUE SECTION
<br />2.11 3! 4
<br />E BOIT4 TO BE ASTM A. 307 GALVANIZED %IIFI.. Of? WA !CA Sf,Rll'- :7.ANIf'S5 S1FFL. MT'1 30 LSI MW:IIIUM YIELD SIREhGTH
<br />ArlchcL+s ,c WALL ,HALAL BE As IOICI
<br />IA) IQ EAIST+fES; _POVBEP.004CELTL
<br />- I 4' H R Y I T W -[ INC WTI I 19
<br />P TPFCON ANCHORS AS MANl1FAC1, D B dH;ILD[ ( :-J 7 / t Pe..)
<br />- 1/4' , -I if I,r A T� O a• CALK -IN AIY110R5 AS MAN 1 K. .NFL) Rv OEW I YNC
<br />- + .' 1 I T I ( Y NMI a: HI SPECIALTY
<br />J • . !/ - SO,O-Sf ANC FURS AS UR TIRII F, P N, FK) ..0 W. ff011 aCO
<br />un r
<br />3000 TE 1
<br />P
<br />G,.- 1 I C 1 r Y NSIR :TRW PRODUCTS
<br />,L PANFl MATE !.MALE pl 6 ANELMATE P.US ANCHORS AS MANUFACTURED B ELCV CO U( ROU CIS
<br />1 4`e NNW , AS MANUFACTUREDW I INC
<br />/ LAW(' l ANC WXI. RY UE AL .
<br />A 1) MINIMUM EMBEUMENT UP IM"N ANCIORS INTO POURIC CONCRETE SHALL M 1 J/4', 2' FOR ILCO PANLLMAIL ME
<br />e F m OR 2ALMC VIAL ANCHORS
<br />1 S M 7 ' INN UHF P' NIU rU FIFA IO E.M9:OMEW INTO
<br />Al CALK IN a SOLID -SET ANCHOR- SHALL of EMBEDDED B U JU , NC
<br />7`. W<. 11 W N W F! EXr 1
<br />SIUCl:O ::14MI. HF PEPMI f0. 1/.• •-20 5(Wt _ USCI7 SMALL EIC l2" LONG MMU SHOULD STIJCC
<br />TN W , H
<br />ANO i' MINIMUM FUN W WITH NL SIUCCV AND MAY BE HEADED SCREWS OR Al RfADED SCREtYS C ' ENI V K 5 /
<br />MIT WITH wlNc nun
<br />A )) IN CAS( ,FIAT P1E(CAST "-TONE. FRII CONCRETE PANELS, PAYERS, STUCCO OR WOOD BOARDS RE PI),NO LW NNE
<br />EXISTING WALL OR FLOOR, ANCHORS SP:AI.I RE LOW: [Ni Ill REACH THL MAIN STRUCIUR BEIIIND SJUI PANELS
<br />•NCHORAGF SHAH, Of A% MENTIONEV 'N A 1) AND IN A 2).
<br />(13) 10-LIKATINO rQKR.LTL_;J QW_SAL.L XrIII._C.-90'
<br />1/4' a TAPCON ANC;IKWS AS MANUFACTURE.() NY I T W TIVI OEX. INC.
<br />I/4' P 17/a' CKR-IN ANCHORS, AS MANUrAC1LIREU MY Of WAIT, :NC
<br />1/1-• X 3/4' SOLI, -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW BOLT & SPECIALTY ,:O
<br />E,4 10 VALE. -MATE fEMALI IQ ANO PANCLMATE PLUS ANCHORS, AS MANOrACM31TED W {ECG CON57R11CTION PRO _w
<br />1/4" • 2AIMi N ILIN MCHCIFS. AS MANUFACTURED BY DEWALI. 'NC O.Akiv R_A.
<br />B 1 i V1InMl:4 EMBlUMf NI Of IAPLUN ANCHORS. fLCO PANELNAfES AND ZAMK NAIIN ANCHOR, tN1U UNI. ICY` .,
<br />BLOCK UNIT SHKl BE I I/,• _ ;• III
<br />9I CALL IN Al SOLID SET ANCHORS SHALL! HI fMUElllkn 7/0' INTO 'HIE CONCRETE &OCR UNIT :40 c avil ITC 4'f
<br />SIVCCO SILALI BE iERMMEO 1/4- 0:20 SCREWS USED SHALL BE - '/2• LONG MINIMUM SNUULU to IIIi ;T. *
<br />AND I' MINIMUM FOR WALLS WITH NO RUCCO S -D'• STATE
<br />B.JI IN CASE THAT PRECAST STONE, OR PRET.'Ar, CONCRETE PANLLS, STUCCO OR WOOD BOARDS HE FOUR
<br />E-IORI
<br />EXISTING WALL. ANCHORS SHALL BE LONG (ROAM TO REACH 114E MAIN STRUCIURE BEHIND SUCH PAN 1 ,,, ••.. ,,.
<br />AN::HORAGE SHALL RE AS MENTIONED LN 0 11 AND IN B.2) "M... /ONAI.
<br />IC) ILA .A'51LNV MGwLi"MIN. SPLf9,,L (BMVI)T_-4 0.x.le,N_,
<br />- I /,'e TAPCON ANCHORS, AS MANUFACTURED BY 11,W BUILDEK. INC
<br />/!4-III PANELMATE fEMALi 10 AND PALE_M"TE PLUS ANC4ORS. AS AIANUMKTURED BY (LCO C'UNSIRUCTAN PRODGCIS,
<br />- ,
<br />1 4 R P R N • LA0 SCREWS t U.1
<br />- )' ICE 191' 1 I' TINT • b' WE 6USNWC 45 (1 . N. ,ETD B" K POINT SIraW N i <V C TY I(XT L t Cx a E IK 0
<br />C I I WNIMUM TNREADE➢ PENETRATION WIC WOOD LY iN'CON ANCHORS SNIVEL DE ' 1/ 2• AND 2' FOR fLC.0 PAINFLIMTE FELS
<br />AND PANCLMALE FEMALE IO
<br />MINIMUM
<br />I THREADED PENETRATION INTO THE 1 1' MIEA D
<br />''.) NMJM RATED LMIRA I(W CX LAC SCREW, U f WOOL FRAME VMr SHALL BE 1 O GE
<br />At INTO T '1 N' A M'PENETRATION
<br />P(Nt TP KIN N 0 S UGGO SRUKI Of L U SNl1f.REU 1 PART IX L REQUIRED THREAE>ED
<br />LM M T G INN() ):, s- A INN Al IN n,IF w, F TI W EU:C DISTANCE U tN: 5C4(Yf5-. WO 1 RC S . C LD . DRAWING
<br />. 4 N N AI 1 I 4' I I ' 1 C NfNI I
<br />C MINIMUM R ETR 10M OF W17U(1 BUSH NG SR,K.L 9E 5 B •-7U SCREWS VSED SHAM fR /7 ON MlM
<br />/ / E
<br />STUCCO 'A [l IMM 1 WALLS w TIN STUCCO SWUNG . LN CO E 1_ AND ! N lM F'1)H ALL NO
<br />f • - FOUND ON FILE 'n 'TIN C 51 M CASE THAT PRECAST UP PR CONCRETE vAN+ .FWD E E G , ECAS 514WL. PRECAST` C ETE LS. S7,JCCU UN W000 BOARDS BF
<br />WALL, ANCHORS SHALL BE IONJ ENOUGH i0 REACH nIC MAIN STRUCTURE BEHIND SUCH PAIRS.
<br />RA N 1 N' IN I ANCHORAGE
<br />SHALL DE AS ME 10 F0 C ('1 t C.
<br />AN H •NA NISI , t Ii AI'. Of THE FICCOMMINNA11 1, MIL' 'J, I.II'K:A.IIDN- OF FIT ANCfITUR'% MANUCALTUTC N.
<br />ID) C UAS a LI d! N EU UL LuwW L E ON E S F
<br />P A ° I 'T H T Y I N: LN TI 'i H - rl 14 I THN KIN (SHEETS 4
<br />8 PANELS MAY I_A Ot NS ALLLU ORIZUN AIL OL10'M L >lA_LA ON Of- NV SOWN 6N 1!C U PI 6 L S
<br />IN I S fY !'PT FIAT n AOCR$ N, C rrw c t « SIYAL.L m B. USED
<br />a
<br />TI IT T 1 I THE RESPONSIBILITY F R T" NL'Y 11 f r H STRUCTURE WHERE SIMMER R M i SNAIL 3 fV NE COMMONTRK O U VERIFY TRIG SOUNDNESS J L 3 vC 1RE ,K C SI L � 0 BE
<br />Y 1' i t H A ` 1 r f Ai AC fC INSURE P ANCn E HS S LITER SHALL ONLY ATTACHED r N K ITN WOOD RAMP
<br />0 SU MO ER OPAL. 1 O L DC CNEL , _0 CNEiE BLOC
<br />BVIS.CINCS
<br />'U EA41 REGULAR STORM PANEL Wit" LENGTHS 'JL'TP 90' AS PER SECTION5 , 7. 4, 5 6 AND ALItRNAnKS ILA', 3- 41 4W ON
<br />SHEETS 4, 5, 6 A '7 RESPECTPA0. SHAU HAVE A LEG,BLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
<br />SECURE PANf.US WITH APPLICABCL RlINI'ONCEMCNT DURING rY.NICIDS OF HLITRICANE WARNING
<br />1' f INSTALLATION T 1 T F R.! -T'R 1 G , n, IN tN 1 'I WIT
<br />HE > NJA ION CON RAC DR IS C SW /CAUL t . SHUT I COMPORUN EDCE_ WHICH PEN ,.ON l UD JS CON K
<br />IHL BUILL'INC III PREVENT WIND/RAN ININUSgN
<br />•1 - F Y H `I i I t I . OVID 4N W'i.uAn(IC SMALL -It COMPLY WITH SPECS INI,G FP N HIS ORAW'I P I$ ANY UI 1N AIU lONHC' NE(U' I R S 11G LU 0 ID G
<br />PR TII T I` AP ' r '
<br />PROVIDED JURISDICTION WHERE PERM a R.lU f,
<br />E [n E ERE
<br />M P A ' I J n THIS SITE
<br />LYALLMTROJ CT. , I,4 W CO)r PREPARED THIS ENGINEER 1•. F I AN [ NOT V.MUE N' C (CT E F C C) CC B' CN EF ,.0 G DOES
<br />FOR A ,n 7 w,l -H 1 DR snc sFtc c PROJECT. I M ERE F sTE ovOnlrw M THE P c CONDITIONS LrnATE Two E E D
<br />I T SELECTION, N F F f III!- T. fOMmAC DR 0 RE RE:SIINSeiLI f0rf THE SCLIC Gi VVRC.HASE. AND +NSt'MU1W WCLVGNG t SAFER 0. O)UC U
<br />tuSF:l I)H ;HIS PE.0 PHCMDFU HFJSHI DUES NOT OfVMiF nNOY iHf GONIXI,ONS l)f IA, CC OH THIS fX,CUMENT
<br />CONSTgI1CTION SAFETY AT SITE 15 THE C(bITRAf TQFI RESPONSTEIII
<br />THIS 1" 1 'L1 Nr A If 'F • 5 PHGOI FVN IIAnCN TiO_ MF WILL BE CONS0CRE0 INVALID MOD IC.t
<br />(d) 3TE SFKATC FROJCC,TS SIvLL uC PREPARED BY A II.URfW RE':KITR(D EwitNECR DH ARL:H(TPrI WHICH WW. BECOME TH[
<br />r NCHNEER OF RE oRfl O.R+ FDA THE PROECT A WHO WILL 'POI FOR THE
<br />C M(E AND LL DE RS ENGINEER
<br />FE 0 E H12E OF TEAR. f O ITIT)ENGINEER'01 RECORD, ACTING Fc A c: URALTED EfFOR EA TO 7MF
<br />F E 0 Eh YNEEF .HALL 5u8)An 10 'HIS IATILR NNE SIZE `.I'EC,(N: DwAwPn:s FOR RLNLW 11-100
<br />it) THIS PLO. SHALL BEAR THE LATE AND ORIGINAL SIX AND SIGNATURE OF ME PROFESSIONAL
<br />ENGINEER Of RECORD ThAT PREPARED IT
<br />,A. :]MUTTER MANUfACTURR'S LABEL SHALL BE LOCA.TEO ON A READILY VISIBLE LOCATION AT STORM
<br />PANG; SHUITCP IN ACCORDANCC WITH SECTION 170992 OF fEOR,M BUILDING CODE ONE LABEL
<br />SMALL BE PLACED FOR EVERT OPENING LABRWG TO r.OMPLY WITH! SErTION 170993 O. OR.
<br />ROR10A BUILDING COOL
<br />[> ne4
<br />NS .• '/' FLORIDA BUILDING CODE (Non High VelocityHurrIcons Zone
<br />'
<br />67 ';
<br />F^/=
<br />.. 2(' '�•'vC ,v
<br />l-G\l,'•-- -- --
<br />1 .11N -L I4A/Aa1N1yRL,IWTL _
<br />.TIPTP . nu K
<br />/ IL E C O Ewe
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />rl
<br />LM,,,,,, WY
<br />GLOBAL PROTECTION PRODUCTS. LLC.
<br />mot, e.. " rngn
<br />METE FI S)I,.
<br />rNOM. IFA.)eer-nNa ♦u ee.14A-Fro,
<br />n,N
<br />-
<br />20-175
<br />o IA- N.
<br />-11 I a to
<br />�'
<br />"harhaa 01 iNa �coo.RY
<br />•-. �'tlu II,_'HI "
<br />m- Uml•-•'�r+Iw..+.
<br />Gw:::71I
<br />MA�2wM ..R I? A,• PF
<br />"_.,,, 1 r
<br />r O
<br />/+` W O
<br />> W C:. HL+ ,::�w II
<br />L Ca,
<br />C cc CJI N
<br />••p Co
<br />!<
<br />C LL tb
<br />. c0 O
<br />N N tR
<br />In O
<br />6)
<br />N 7C-'
<br />3 +0) --
<br />61
<br />as
<br />w�. C
<br />E
<br />C
<br />w ,j., ..:C
<br />Cr_l0
<br />3
<br />N
<br />d .A
<br />- u m
<br />C CS
<br />= .= :.1w CL. .=
<br />c E
<br />IC CD
<br />d. T+5
<br />INSTALLATION
<br />INTO POURED
<br />DETAILS
<br />CONCRETE OR
<br />FOR REGULAR PANEL L1 i
<br />CONCRETE BLOCK STRUCTURES
<br />T R !
<br />QI K^MG POURED CONE E
<br />$,MUG POURED CONCRETE
<br />OR OOM:REIF BLOCK
<br />OR CONCRETE BLOCK
<br />O BL
<br />/);
<br />RCOUIRED.
<br />CONCRETE AICPIORS
<br />CONCRETE ANCHORS ! r'
<br />(SEE SCNEOuIE ON
<br />SIEGES 9 iHRWGn 0
<br />(SEE SCMEDULE ON ;' 4.
<br />SHEETS 9 THROUGH 10) 'y
<br />I,1
<br />�'
<br />EXISTING POURED
<br />CONCRETE OR
<br />..
<br />',
<br />I
<br />_
<br />CONCRETE BLOCK \
<br />REQUIRED, \,3f
<br />36�LIIF Wa San1/4"
<br />I
<br />'.,
<br />1/1,. L ,__11/4'
<br />-_:..:,i
<br />-
<br />►ASf e4 Ile cc
<br />MAX.
<br />1
<br />fi
<br />_, LIMN
<br />)
<br />ICONCRETE ANCHORS f,<, TLC11 I
<br />I
<br />(s[ESLBEGUILE ON I I
<br />E D
<br />I
<br />SI+EETS9 TIRIOUGH to) I
<br />ls,
<br />-
<br />r I 1
<br />(IJ
<br />cf)
<br />I i1i
<br />B
<br />G
<br />1ARATION
<br />tr
<br />I 1
<br />1 Mr. vA-_- _ B
<br />r It%n w
<br />7j
<br />f 4.
<br />L.0 1 1
<br />PARA� L 1 1 (NE Im "a
<br />Sto t
<br />I IDTH oRR rTl
<br />F 1
<br />� TOP GLASS
<br />I � om t01 NMU
<br />s
<br />1 IDo1M DIa. -n
<br />I
<br />I
<br />EX,STING (SEE SCNEDUIE
<br />4�
<br />'L' 4a.
<br />(SET SCHEDULE
<br />;I I
<br />DU55- ON SHEET 3)
<br />I 1 PANE! LENGTH
<br />tl ON SHE It 3)
<br />j i I
<br />1
<br />I (SEE SCHEDULE
<br />R
<br />I
<br />. I' N0. IWr.0 LION M•..
<br />I
<br />I
<br />I ON SHEET 3)
<br />R
<br />I `
<br />GLASS L,
<br />PANEL LENGTH t0 GLASS PAWL, Cf NGM
<br />�(SEE
<br />CONCACTE ANCHORS , I
<br />^ 1
<br />I
<br />i
<br />A
<br />F I
<br />! 14
<br />(SEE SCHEDULE Ory SaCTOJ UE I (SEE SIxIEpIAE
<br />) i 1 ON SHEET 3)
<br />(SEE SCHEDULE ON I
<br />SHEETS IF THROUGH 101
<br />;.,
<br />1)
<br />R
<br />I F
<br />ON SHEET 3) I.. _. A
<br />_1{11f
<br />h :,
<br />I OF°'E'
<br />GX�SR♦S N
<br />i 1` 1"
<br />EL)U CLASS
<br />1 11
<br />�'/) Y
<br />MAX50`'
<br />I 's•r )a.1•
<br />II11
<br />11 a
<br />1 1
<br />i 1
<br />ED '(
<br />- I`S TVA 4
<br />1I
<br />N I( MAX
<br />f- ,':
<br />I -^
<br />, .
<br />I
<br />CD 1
<br />t
<br />C.D
<br />N
<br />I
<br />I + _
<br />CD. I
<br />1
<br />/1•
<br />i '
<br />t I
<br />F .
<br />-nuf
<br />EXSTING POURED
<br />CONCRETE OR
<br />(1( �q
<br />t p• 1/1" OC
<br />V.
<br />1) p�
<br />1 I �,S/A'
<br />I (AS APPUCAKF)
<br />�
<br />11
<br />1 1Nr ."
<br />1U" dl
<br />CONCRETE BLOCK I
<br />i I
<br />CONCRETE MCAIOR6 J t I
<br />' + t/.•-Ime SS .5 ./ NU
<br />' '!�) -ILA --- 1'M-
<br />RDUIRRT, t'
<br />- I I
<br />I (SEE SCHEDULE ON
<br />i�•.,
<br />} 4
<br />f
<br />a ,r ,n' nL
<br />1' Yin
<br />1
<br />_
<br />%HEFTS 9 THROUGH 10)
<br />1 1 ALL CC LOCATION
<br />E ,
<br />- -
<br />"':
<br />\4`!
<br />ii (,� ONLY WHEN SO110
<br />SET «CNN -IN ANCHOTF •.. �� POURED CONCRETE
<br />AAN USED « W/ ISAwNEN
<br />BLOCK
<br />ALTERNATE OONCRETE CONCRETE
<br />-. OR
<br />5
<br />Ails/
<br />PANEU ED ANC DR CONCRETE
<br />APE 115E0 REWIRED.
<br />ANCHORS CONCRICE BLOCK
<br />STAGM STUD
<br />STAGGERED
<br />(SEE SCHRTX/LE ON
<br />If ON
<br />(SEE SCHEWU[ ON
<br />SHEETS 9 THROUGH 10)
<br />SHEENS 9 i.Rouow 10)
<br />SOLE 3/a-r
<br />SCAR
<br />SCALE 3/6-1•
<br />EN,..."� 4s
<br />-
<br />FLORIDA BUILDING CODE (Non High Velocity Hurricans
<br />Zone
<br />E.D. AA EDGE DISTANCE
<br />NIlTLF�R CDYHINADON of sEcnoNs'
<br />= q•'•
<br />D, 44167 i
<br />-
<br />STATE OP C-',. * - - -. .'--.
<br />amw nnm. Kc 24 GAGE GALVANIZED STEEL STORY PANEL
<br />�}
<br />- / I I L 1 E C O E N c [\ GLOBAL PROTECTION PRODUCTS, LLC.
<br />PArw'W`
<br />°'nR7,1'010
<br />(SEE SCHEDULE ON
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />p'•..
<br />'. F()RIDE[
<br />It •1w----' - -
<br />- TiWLr • nwo Y. toto y,M%T;rri,))s)ttaeAE1
<br />a
<br />SHEETS 9 & 10)
<br />COMBINED !N ANY WAY i0 SUET ANY
<br />y
<br />I.. , \ /3'rN7o t••>
<br />`/O
<br />rw"Fd
<br />J4a I .. 1 - n n,r
<br />-.- 4/W Irma ti : IWr1 .H-m1 rMONL: MIIM-7,Ha. ,A, Ew.IM-e,eT
<br />20-175
<br />INSTALLATION
<br />1
<br />yID
<br />'LyP�-•�(�,�1�
<br />f1I".r-- �� r
<br />DR,P•a Me
<br />N"I
<br />"-;,,.
<br />M. � A, P L Y tr-III
<br />11T•'�rt�rz
<br />-m
<br />. A u 1e
<br />----------------------______
<br />INSTALLATION DETAILS
<br />--------------.__._---------------.-----.-----
<br />FOR REGULAR PANEL
<br />�j', INTO WOOD
<br />ALTERNATE LEG
<br />4'.B" (MITI.) EXISTING WOOD
<br />:-
<br />LOCATION
<br />BEAM REOUTRED STRUCTURAL
<br />ADEQUACY OF EXISTING WOOD
<br />r._-
<br />9E M TO BE CERTIFIED BY ,EO - EE
<br />REGISTERED ENGINEER OR
<br />i
<br />/ (� a
<br />ARCHPRIOR TO 5HLMER
<br />RECT
<br />.1
<br />INSTALLATION. IWOOD ANCHORS
<br />•
<br />1.
<br />ALTERNATE WOOD ANCHORS_ r_.._
<br />(SEE SCHEDULE ON
<br />•. I' M:n. - _
<br />a.+ f•X rW�A RAD
<br />(SEE SCHEDULE ON
<br />SHEET 11)
<br />`
<br />SHEET It) .h ••Y,.
<br />- LO --- ED- -.
<br />-
<br />`)
<br />■KDEX ,rK SCIIl Go
<br />/4. 2m1. 45 YX ./ •AIr
<br />-tA AG
<br />,/4.
<br />I
<br />-'
<br />I
<br />1
<br />- /7- - -
<br />T
<br />• ,2 I r cc
<br />1
<br />MAx
<br />__ -.... L I
<br />W000 HEADER r -,'
<br />REQUIRED 7
<br />t Fla' I ,1_1
<br />1
<br />,
<br />I 1..•.-aIl,"
<br />EXI$TING.1 (8) I
<br />�1
<br />i -
<br />t [a RUIP ea.n
<br />GLASS S•� 1
<br />I i
<br />WOOD ANCHORS ,.� 1 7
<br />-
<br />1
<br />I' 1
<br />E IV" ,/a• Pc.
<br />I
<br />1 MID I _)
<br />TO (1
<br />(SEE SCHEDULE EMI ' MLR
<br />SHEET it)
<br />1
<br />h I
<br />Y I
<br />1
<br />!SEPARATION 1 !
<br />r -
<br />.1 GLASS,(SE 1
<br />( l.]
<br />I
<br />.
<br />1 SCHEDULE I 1M�L->Dn'
<br />I (IN SHEET 3) 1 9i .
<br />AM
<br />r
<br />1 Min.
<br />I
<br />SEPARATION TO GLASS I
<br />-L'
<br />,"M
<br />[/ (� ' •YQ
<br />F' IRE!
<br />SCHEDULE ON SHEET 3) I
<br />-/ -W n' MAX
<br />I I LOeRI, O.al T41 •I• MAX.
<br />I I PANEL LENGTH
<br />1
<br />1
<br />1
<br />CXISTI L
<br />,
<br />A" f I
<br />/
<br />R p a PANET LFNOI,I
<br />M Ia' fWa (Sff SCREW )
<br />,eATN o14W r41 cIN SMELT ))
<br />(SEE SCHEDULE
<br />ON SNFFT 3)
<br />GlJLSS
<br />--(
<br />1 1 , 1 1)
<br />I
<br />I
<br />Sd F
<br />1 1 .. J 501E
<br />I
<br />I
<br />[1 OF l
<br />No
<br />1 1 O IZ !/1' O.C.
<br />I
<br />L_�._..
<br />, I
<br />EO
<br />NO FW15H1 1
<br />'-•1 '"
<br />- ;2 /I'.-MKII'
<br />F
<br />AU OWED I
<br />L_� , '
<br />ED
<br />I'm M.
<br />A� w6+la'9c
<br />I -
<br />_�:----1----`�``
<br />.
<br />. - 2-X6' WOOD
<br />DECK RtDtRRED
<br />1".4• WOOD PLATE
<br />RCOUIREO
<br />i
<br />T1000 MARS
<br />I
<br />-•
<br />WOOD ANCHORS -
<br />(SEE SCHEDULE. ON
<br />(SE SCHIDWE ON _ 3/4' _
<br />1
<br />SHCET II)
<br />_,.
<br />;
<br />:..
<br />-
<br />CEJUNG AND FLOOR MOUNTING
<br />ALTERNATIVE 3W
<br />SCALE 3/5-1'
<br />BUILD -OUT MOUNTING
<br />&IERNATIVE
<br />M n.R,rrNf SCALE 3/6-1-
<br />0r!t A, T7(� l
<br />4W
<br />3`.' .CEO fA
<br />,.•%�
<br />NOTES:
<br />I
<br />r
<br />tlQ7i�!]lZC4NE5NIi1QN_Df_ SECi14N:1.
<br />-
<br />NO. 441 61 -
<br />� LBUILDING
<br />FLORIDA
<br />t n h Velocity urAcan n
<br />CODE (No NI N • Zo •
<br />1 . INSTALLATION ARE ONLY VAt ID FOR MAX A I F,
<br />TIT '
<br />- *
<br />.pm nTlco rc.
<br />To
<br />T P TT NTINGS CAN BE H 0 & BOTTOM THOU 1 DR RATIO ..r AND PAN LENG) 5
<br />DESIGN PRESSURE G s PAES ON SHEET 3 NEL
<br />(P )
<br />IN ANY WAY r0 SUET ANY AS PER L
<br />L •a'.
<br />STAR
<br />WE
<br />4 GALVANIZED TEE STORM PANE
<br />Z CAGE GAL AN ZEO STEEL STO L
<br />DAMN m
<br />INSETALLATTIION. 2 OR NEW WOOD FRAME CONSTRUCTION. WOOD
<br />MEMBERS 10 RE SOUTHERN PINE No 2, W SPECIFIC
<br />/
<br />,/tv�i
<br />!90,4;- fE0 ... -,
<br />i F ' -- -
<br />C _ -
<br />C/QN
<br />_\
<br />/ IL E Y O INc- GLOBAL PROTECTION PRODUCTS. LLC.
<br />m TATE
<br />°"n
<br />DENSITY OF 0.55 OR EQUAL
<br />x1
<br />AL E' -
<br />L��,"''
<br />`nu�1`r'mlRo i-f'l)w'$IFNo
<br />+69° s!L. 3, STORM
<br />IIINI,INIIIT„ILL -
<br />I"
<br />Y r s IVIrIr Atla.a �n1r
<br />N:.`ii,ll��-.Ar Iy tWNm-I
<br />MARL. n. 3X]H
<br />m
<br />Mar[ (la•)40 I'SN. FAX paA)e44-ne7
<br />20-175
<br />PI srAfarauru"TE
<br />rxlXlPk71, +•'+•
<br />eft4m A tpMi PE
<br />1 7
<br />r....
<br />W R-Ir
<br />1XIAMMP w.
<br />1I I p le
<br />_. _____-...._--___._�....-...._..- _____,
<br />.1.Illit,
<br />N
<br />N
<br />L
<br />Cn
<br />2
<br />(a
<br />O
<br />N
<br />_11I
<br />_41-+
<br />V
<br />-a
<br />C
<br />Cm
<br />CO
<br />U
<br />"a
<br />-
<br />Q.-
<br />(n
<br />CD
<br />0
<br />U
<br />O
<br />0
<br />-C
<br />C
<br />C
<br />0
<br />c..
<br />C
<br />O
<br />LL
<br />-�
<br />C
<br />,O
<br />-I.-Q •4
<br />A'1-
<br />O
<br />�I�
<br />Cn
<br />N
<br />Cn
<br />L.
<br />O
<br />W
<br />�IDL
<br />L
<br />-L
<br />.0
<br />CO
<br />Q
<br />z
<br />z
<br />HI
<br />J
<br />1
<br />4-J p
<br />^�
<br />W
<br />3.1
<br />`CU
<br />O
<br />L-
<br />CL
<br />CL
<br />SHEET N0.
<br />SH 13
<br />
|