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<br />I Nlk�- 1
<br />A' i..l 11. -
<br />3 1. G � 1 ::( i 11 f T I.71
<br />1. It
<br />A
<br />OE PIIESSUPE
<br />P
<br />N.
<br />TION
<br />-TO AIX�I
<br />TO
<br />=-MAXIW
<br />,
<br />(mil )
<br />(OASTS 1 C N
<br />.66.0. -75J
<br />70. OR LESS
<br />2 e/16• I SOURED
<br />,'. 2'. 3'. ,1T,
<br />2NN AT YW
<br />.66.0. -75.3
<br />70' OR LESS
<br />2 ]/a- j a0LTE0 •
<br />.k .11
<br />• S1m �,W/ 1 4"6-20113 SOF p�gS a WNWO AT OVERLAP It 4OX OF PANELLENGM
<br />Ja. is 11. _ N:H: .;•.. _.I.f
<br />r ' `M 4 ' w1 . r w 31 I .H1 1:1 •F .1 i7' :h: >11N 11. M M 1
<br />iN. i••. .III.• I,.L - a
<br />F =
<br />A.DESI
<br />MAXIMUM ANCHORS SPWGrG FOR E- 0. - 3 1/2' - _�
<br />APRtARLE M
<br />SE•"w"s a
<br />I
<br />A/Nr CbTHEM N
<br />Low. PIRA
<br />I tFADiH 1• (M)
<br />TAPCDAS O4X-NN
<br />PAN[lA.R FEMALE D
<br />PArE1AMAfE PLAN
<br />M DOWCMETE
<br />TO CONCRETE
<br />Al0 c01HCeCE
<br />170
<br />;��
<br />To CONCRETE
<br />TO CoNcwEI'D
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12-
<br />N/A
<br />12-
<br />N/A
<br />I' k 2' (TOP)I1'
<br />3• W
<br />TO'
<br />3-
<br />S'4-
<br />S'4'
<br />t' S�KSTTOM).
<br />12'
<br />3'
<br />t 2'
<br />S'
<br />B'
<br />6L
<br />a'
<br />6'
<br />I • (BOTTOM)
<br />SERIES 1000 +.
<br />66O, -75.3
<br />I N/A
<br />N/A
<br />I N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2-
<br />it'
<br />2' (BOTTOM)
<br />70' ON LESS
<br />7•
<br />N/A
<br />1 6 1/2-
<br />N/A
<br />4 1/2-
<br />N/A
<br />4 1/2•
<br />N/A
<br />j 3' (TOP)
<br />12-
<br />N/A
<br />12-
<br />N/A
<br />D i/2'
<br />N/A
<br />9 1/2-
<br />N/A
<br />1 3' (BOTTOM)
<br />: 12,
<br />N/A
<br />12'
<br />N/A j
<br />12'
<br />1 N/A
<br />1 12'
<br />N/A
<br />i (TOP)
<br />I 12'
<br />6"
<br />12'
<br />9 1/P'
<br />12'
<br />11'
<br />/2'
<br />n'
<br />1 4' (BOTTOM)
<br />W UNITED TO 68o ,ta.f. AS D. DESIGN PRESSURE RATING
<br />BSQ SHEET 26 FOR ANCHORS TYPE a SPACING FOR NETT 0 AJAIX)NS INTO WOOD
<br />FRIVOMINIM BUILDING
<br />ANCHOR 9 AM IPBMW mNE DISTANCE ANON (e1 iACI
<br />SCeEDU
<br />LESS IN
<br />EDULE.MUKTP FOR Ea ING TWIN REDUCE AFACTO SPACING
<br />ANCHOR
<br />ON SRe
<br />V ON sC`O1
<br />YOTNt'(IND SOAK SHORN ON SU EDUi TICE nm
<br />FOLLOWING MACRO. F
<br />T
<br />THIS OP 0 O TAN
<br />F SMALL ALE. w AGIOR
<br />TO WI POD! REDUCED
<br />U35 T INDICATED
<br />TED CDR EAfHW MOR
<br />Aft E LE THAN 116MaW SPACING PIOIJIIEQ CDR fROH ANODES YIP[ A
<br />A'IHCf10N3 lFCfID
<br />no= Tow
<br />1/4'.
<br />1 1/41.
<br />1/T•A
<br />TIC.
<br />iL.me1
<br />I RWAUE'a
<br />6Al10.n
<br />uLR-.
<br />lea MOIDII IMmR DWI
<br />]
<br />2
<br />3
<br />2 I/2
<br />D, oY.rIIY AWL 9a)
<br />,,
<br />I 3 ,/2
<br />1 3 ,/2
<br />a
<br />II011114. LA B.! 16011/W
<br />0101011
<br />1 1/r
<br />$
<br />_
<br />71/r
<br />-
<br />-_
<br />-
<br />w
<br />---
<br />__ 3-
<br />_
<br />Im
<br />-
<br />1 m
<br />6J
<br />3 I
<br />-
<br />I ,PC
<br />-
<br />N40
<br />I
<br />1
<br />+ REOURES M olsTma BETWEEN BOTTOM OF PANEL 1 _
<br />AND ® TO BE. 112' A4 i
<br />J
<br />I
<br />++ REQUIRES MIDISTANCE BETWEEN BOTTOM OF PANEL I
<br />AND 0 TO BE 3/16- I 31'r
<br />-) M
<br />Hurricane
<br />COMPONENTS FOR REGULAR LIFE
<br />SAFETY & E-Z HANG STORM
<br />PANEL SYSTEMS
<br />(SCALE 112-1')
<br />- _. - --.
<br />__-- - -IS.I Z5• (TOTAL WIDTH) - - -
<br />- '- _.-_ -
<br />_ - 2.1III -
<br />_.
<br />- _ -. 12.500' (EFFECTIVE MUM) -/ ..
<br />.- _ - _-L_. --.le]'
<br />)
<br />-
<br />I/Y•-2W/A•
<br />.75a'
<br />L 6 /4 A"•) -
<br />- 1.250" r
<br />- To MCUSTUD 0 6 1/
<br />_ ,2Y•, - OR 0 It ,/2. D.C.
<br />1 374- ~.
<br />300•,>- _.1 35G• _
<br />- 1.350• _
<br />1.350•
<br />- 1 - `1.500'
<br />W.
<br />.066' 0•
<br />) HIM, eE REVER301
<br />I INEIWm
<br />_
<br />OALVIFBZm STER
<br />I
<br />Ili 6) _ - "_ _ S.3TS'
<br />�' � 2.l)�- -
<br />oea--
<br />�•
<br />- �. I
<br />�,'
<br />1.671• \' ! 7.500• e
<br />", yQ
<br />EDGE
<br />Am A�
<br />GRADE BD MINIMUM
<br />TYP 1 .004'
<br />HEe1MED 2w,
<br />2.125•
<br />1.015" �DAE f ,
<br />1
<br />_- DETAIL A
<br />G-60 GAY
<br />,a
<br />EDGE -II
<br />- - - -A - - -
<br />1
<br />I
<br />OB4'-j 1-500•---i IZ, )
<br />- -TYP) ("I.)
<br />01 STORY PANEL I
<br />I_I.330' - 1.]SO' -
<br />- . - -
<br />aTAX A- .-.. 1
<br />.375•
<br />- 2.DOD'---- - T
<br />PANELS SHALL. E 0151I ALWAYS
<br />- 2.387" - -
<br />• , TOW LEFT TO REM Z c
<br />AT END .T LEFT SEE of ' LE
<br />PANEL
<br />(�)
<br />"HMI HEADER
<br />O3 'FIN TRACK O ANGLE WITH STUD
<br />�^•'
<br />T4WEI S aw LIP 11 % ' /
<br />TYP. TOP EDGE 0.024• (Min.)
<br />OF PANEL
<br />I GALVANIZED STEEL
<br />375' t
<br />I
<br />f/ HrCAeKA EDGE '
<br />ED os
<br />_ W-o.oPr
<br />/ \� .. ,3Yi e.270'.1
<br />/���\\-\\L \� I -_ .-.L;-�J,__��'6.6]51�./
<br />-2T0'
<br />f . r:•( .- PANEL
<br />1 I
<br />/
<br />/ �'I -
<br />. f
<br />/
<br />I
<br />0. 375• ..0p 0.250-.
<br />6.250 �'�-��•
<br />1 -07' 9.62s'
<br />, I-
<br />_. 2.590 -
<br />2.a56
<br />I
<br />/////�
<br />- HEMMED . • _ O I _ 12tl0-
<br />U :T .
<br />21�,1 ISOMETRIC VIEW DETAIL A ,J3 '- ,;
<br />ROUNDED CORNER 0 ENDS OF PANEL'S 957
<br />I - A61
<br />IMr7m•
<br />i , PALL
<br />r.27o -
<br />-
<br />\) i S OR-
<br />\
<br />-
<br />.DRAT'
<br />--2 376' - END UP W( HEMMED EDGE.
<br />1. 625"
<br />125'
<br />.��
<br />3.750• Dn•
<br />2.500' DOI D67 �1
<br />(TIP.) lI._75D
<br />O KEY HOLE WASHER
<br />J105-HIS4 RUM ALLOY
<br />I EDGE
<br />© KEY HOLE AT PANEL
<br />OF PANEL
<br />- ]S0-
<br />I
<br />I.124' .- 750' -
<br />.SEE SLEET 5 FOR WOTIONA
<br />.OARS• LIMITATIONS f SNIDE IENOIH a 11'.
<br />I -1
<br />t.260' 375' O SLEEVE 2 1 -
<br />-I MAX. LENGTH
<br />i /
<br />- _ I25•
<br />! OIAr VALID Frxl INSTALLATIONS IIl10
<br />A ,a•- W000 STRVCNIE6
<br />L
<br />1:2 -- -
<br />-:19J'
<br />! -_2DOO' _-
<br />2.0. .
<br />2.000' a am-
<br />3 73(1'
<br />- 2.54a•
<br />, _ ,7e-
<br />I.-
<br />(TYP.),
<br />1
<br />7�
<br />(7 BID(. "H" HEADER
<br />® "U" HEADER %J
<br />I t
<br />(Ti
<br />_
<br />,' YM To S- W.. -
<br />- - -----
<br />E MAX,
<br />®SLEEVE
<br />a aoD -
<br />I
<br />LENGT1"
<br />1 G �� 11
<br />"!' TRACK
<br />0 PANEL HANGER
<br />SooD - 6061-Re RIOT
<br />n4 3e4�
<br />I -_Y. - N I (-.--T _ 1
<br />311' 656' 50' 470' 275•
<br />1.Q7, 1 T- m s I ,.,zs .1160.
<br />IIAI4H/NNAM,_
<br />r��pA.TI(��/,I,,A (t��[4" WIOEi
<br />G62'P�•••.••••.•••, ✓ q� (USE ONLY FOR E-Z HANG STORM PANEL
<br />WIN.-1- ��: \,\CENSF '-;'� Ti4= SYSTEM) 6063-76 ALUM. ALLOY
<br />= N0. 44167 E FLORIDA BUILDING CODE Non N♦ h YNoeif Hu cone Zonal
<br />2.000.I
<br />u 3, ., 'M7N O ®MIN. a ®_
<br />2 ■��/T//')
<br />� III o
<br />-{.L
<br />Plane n �.
<br />I
<br />1 oes. 1 p,:DiID Ia3.
<br />L
<br />z 4'. STATE OF
<br />0�'. �T�TJ� :
<br />24 DACE GALVANIZED STEEL STORY PANEL w'n.
<br />_
<br />- 2.000'-..-.
<br />N (ALP)
<br />1 _ I_..._ . 1 - -SEE SECTIOVS -
<br />I
<br />]04'
<br />:
<br />- - §AN 5, '' F
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<br />WINGNUT
<br />NEWEL
<br />IN.. PRO tan'-.m •AM"Ij A�' ;M'I'1"
<br />u-co9e71.
<br />14
<br />FUISW: tse.)w-TINS FAc L.6H).m-o9r, 20- 175
<br />.., oR.+w N.
<br />MACK ANGLE
<br />(7AMAC 3 PLLOY)
<br />11 X4,1 0TURElynE
<br />wAL1TR A llllr b„ AE
<br />«161
<br />aEn 2 O Is
<br />INSTALLATION
<br />INTO POURED CONCRETE
<br />DETAILS
<br />FOR REGULAR PANEL
<br />OR CONCRETE BLOCK STRUCTURES
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATION
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />EXISTING POURED CONCRETE-
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />EXISTING POURED CONCRETE
<br />BLOCK
<br />OE
<br />SHEETS 9 THROUGH 10)
<br />OR CONCRETE BLOCK
<br />RFOUIRED.
<br />LNRCD. //
<br />EXISTING POURED " -
<br />{p,�
<br />'.'
<br />% aCA>E'
<br />CONCRETE ANCHORSr
<br />CONCRETE REQUIRED
<br />1
<br />SHEE75 9EDUTNROLX'N -TO(2 I
<br />j/'
<br />/
<br />_ _ -
<br />r /,,
<br />.1f...�..�H.r
<br />1 1 ,
<br />i1
<br />_ 4R - [ - `- TW eLSDO TP SOa1
<br />' ./.'moo„• ss w3.
<br />M r /J ��2, /
<br />It/ - % 11 4
<br />_ fA/V. CONCRETE ANCHORS
<br />• 11 1/2. O.0
<br />T_ _ i
<br />1 1
<br />I 1 (SEE SCHEDULE ON
<br />1/r _ -
<br />1
<br />1 1
<br />SHEETS 0 MROUGH 10)
<br />, 1
<br />-
<br />I 15/.V-2AI.f'�
<br />I LO � I
<br />[I
<br />� I
<br />ED
<br />II can
<br />;_ W 11/4 o-C
<br />, .
<br />��� ::. I PANEL LENGTH
<br />E7051'IN�D DI
<br />CLASS j
<br />it E
<br />D
<br />i
<br />I . : (SEEscormu
<br />SMELT
<br />I
<br />1 1
<br />I
<br />�„i
<br />j/ j - 01
<br />SEPNAn01N �i Vi
<br />A
<br />u Y/
<br />i
<br />I SCHEO�LutE
<br />(SEE��IE I 1/N•.-B,• ON SHEETS
<br />1 l
<br />LHOT�Oa F 1•
<br />noK TO MASS
<br />'n (SQ SCHEDULE ON 1 ss giant rN©
<br />+P
<br />1 ON SHEET 3) SS eala r/IA�a SPACER kD�R
<br />-Aa DAER P'
<br />1 t
<br />Me..
<br />1 PANEL LENGTH I
<br />W A 019Mp
<br />SHEET 3) I $ IIg BEET /61AL
<br />ti =
<br />'I, We.. 1 •I + 11E ra PACE
<br />IDIOH vAN r�
<br />1 \� L_
<br />• Ian I
<br />(SEE SCHEDULE 1
<br />ON SHEET 3)
<br />++
<br />n �- O,fll r�1
<br />(�F��1(,`.�,( 1
<br />PANEL L ENGTHH I I I
<br />(SEE SCHEDULE 1
<br />1 SEPARATION
<br />_II
<br />�1A�55
<br />i
<br />ON SHEET 3) I ,
<br />LASS. 1
<br />:(SEEE SCHEIXAE
<br />(----��
<br />;. `T 7
<br />J
<br />- - -
<br />_.A i -'----
<br />-
<br />(yASg
<br />-.-= v I - _�.
<br />ON SHEET 3) j
<br />-
<br />--- -_- r - _-
<br />1 +�7 •L
<br />1
<br />I "1
<br />1 I
<br />OFi'
<br />MAX.
<br />C` OF
<br />I MAR.
<br />'A I [
<br />O
<br />`:/
<br />1 I
<br />P E D
<br />I
<br />t
<br />C.D SPACER I
<br />OF L'
<br />1 I
<br />O 12 1/P• O.C.
<br />.� _
<br />,. LENGTH j MAX
<br />I
<br />1
<br />1
<br />I I
<br />':2.
<br />I9y IEIW IMU4
<br />r e M ,.- OL.
<br />1 E ---__ I
<br />_-_-_ I
<br />___H __
<br />EXISTING POURED:
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />11 .
<br />!'�
<br />l7 al
<br />CONCRETE N2HOR5
<br />(SEE SCHEDULE ON i I
<br />.ate
<br />CONCRETE '
<br />E_OCE OF WALL OR STAB SHEETS 9 THROUGH 101
<br />c1'
<br />SHEETS 9 THROUGHH to) 9 7 2 1/8' LONG MAX. NUMNLW
<br />REQUIRED '
<br />�. (ALT. CONDITION)
<br />u SPACERS 0 6 1/ 4' O.C. VALID FOR
<br />7/4'
<br />EXISTING POURED
<br />-A
<br />AND PANEL
<br />-\
<br />t)lR CONCRETE BLOCK
<br />EXISTING EXISTING POURED CONCRETE LENGTHALL S PERIOADS
<br />SHEET 3.
<br />..
<br />CONCSCHEDULE
<br />\\,LL
<br />REOUINED.
<br />RREEQUIRRETIE HOCK
<br />1' MAX LONG ALUMINUM SPACERS 0
<br />(SEE ONETE
<br />- --ED.
<br />- _ -
<br />4��q•
<br />-C�' 12 1/2. OC. (SQ TABLE /1 ON
<br />SHEETS 9 THROUGH 10)
<br />SHEETS 9 At 10.)
<br />CEILING AN1,j WOR MOUNTING
<br />SECTION 4 SCALE 3/8-1-
<br />-
<br />SCALE 3/e_,-
<br />WALL MOUNTING DIRECT MOUNT W/SPACERS ne OR
<br />SECTION 6
<br />SCALE 3/e- I
<br />,ITJI A
<br />.(4
<br />*' •..
<br />FJ,.: vCENS£
<br />FLORIDA BUILDING CODE Non High VelocityHurrIcons Zone
<br />: : D. 44167 s
<br />em10 iLiE00 WC. fl.
<br />' 1 GALVANIZED EL STORY PANEL
<br />2 CAGE GAL ANQE STEEL
<br />NOTE FOR COMBINATION OF SECTIONS.
<br />E.D. - EDGE DISTANCE
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUMNGS CAN BE
<br />_*, * :*_
<br />- - =
<br />S •o: STATE 0I--,' � ; - =--,
<br />'90,f;• F(ORIOp• ''
<br />' ��(-EJ
<br />DRAWN N
<br />07/27/ime
<br />11L E C O LNc. GLOBAL PROTECTION PRODUCTS, LLC. CATE.
<br />1LLR ! Him IOU 51 sI11m
<br />&.,.wra. FL wHa
<br />SHEETS 9 & 10)
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />ED • ,. •NG-
<br />y-- IO •'• -
<br />KW r W. r r 1WIoa n n1P4 20-175
<br />I... Os1=IOW r.. IWH m-Iw waG MFXeF76M - (fti)SW 6767
<br />I
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<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL (1)
<br />INTO EXISTING WOOD STRUCTURES
<br />--t. - ,/.•e IAr SCREWS • 1. O.0 ./
<br />I I/7' Ym THREADED PENFTRAIDN '� (3) Mr 2'.4• WOOD
<br />�'I'
<br />- - - I/ -'I LAG SCREWS a /' CC w/ _ To Cl Sr.G WOW HEADER HEADER RCV.uN t/.: LAC SCREWS a 6. D.0 W/
<br />+ I/2' .1, THREADED PERETMIAH -FLAT oa ON FOGT: + 7" Yn 1HlO,1OE0 KNETRAt11kG
<br />- fl
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<br />II' 0 CXfSWo wNJop HEADER ;. Y I TO OISIIHID W000 HDIMR
<br />4 C-r1. " S. 5. IT.
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<br />•G CNDa It I l/4•-7DcT 1• YS
<br />4 cool /+«+' S M.S !!! 6 CaPt W/ ]/6'MI::.
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<br />Ca
<br />1' , I . LAC r f.l' S.M-S.
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<br />o u END or ' /.
<br />I 'HRUO ENETRa:IOv
<br />9 T w/ ] a'h3.r37'
<br />DIISTPNG W000 HEADEP 6
<br />E E
<br />(SEE DETAIL Ill. i__ WI�YG µT
<br />'., T IIDTF 1A ecOw)DE DIEM' Rqa
<br />mm.w.,
<br />_ E (SEE DETAIL 1/2f
<br />4 CaM i •L� NOTE III BCEOV,
<br />3/+6• AWm POP RIVE, 01«I' SMSND O II
<br />Mlnwro+H o< e.FRY Q • u END oI Q '- _.
<br />5 I -
<br />III
<br />CO
<br />44 Ye ) I
<br />r�ODOVOIRI rD R X 7 -1 - I
<br />1 f
<br />a t 1! .L (SEC OCTAL +/PH
<br />tint RDi IA w".)
<br />I.FYJO MIIOER REDUCED •i:
<br />-�
<br />- i
<br />7 v/,0• AIM. ,/.- -1 /.- � . '•- 3/. 5
<br />2 4/+e• MIr I M.S N/ Y SCREW W1
<br />SEPMADON 1/1'•-2NA,l 7: 110 CLASS ' 1/a-n3/J2' )je•eA7/371 I _
<br />yy M5 W/]/6,.3J3]' Y 1 WING taFr • y wIw NU* e
<br />R u' oc J
<br />t WMG NUT e r E'J. PkRLAF 2 //a Zen i.
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<br />' V.•.-2o.3/r to cLAs
<br />L- Y SCREW W/ I Y/ SCREW r/ i%
<br />1
<br />�.. _•
<br />'LE' I u 2 9J16' - i/B••,3/32 Y.
<br />SCPNMiKWI - WRAC MITT •
<br />W/ (
<br />r- ITO GLASS j EVUeY O'1CWAY tl i EVER, OVIII
<br />I i ti
<br />0 ,, II
<br />1 i
<br />s' W
<br />J
<br />f r I -
<br />.i
<br />4! i
<br />I - bs
<br />I N
<br />I j I f� r z g r
<br />1
<br />(j 3 Cell,
<br />R 9tEg
<br />14
<br />• s o - WNc HM1
<br />I
<br />I I ..' 1 'I ..
<br />• t7' OC
<br />L 1X
<br />12
<br />-. _..._
<br />--I ;
<br />1 ,._ _
<br />_I
<br />{' Y YLl>ANI FEMALE n 6 -
<br />• /.Y 3 S
<br />O 7 32 NVT ANFLwiL 0.U5 W
<br />QI
<br />I({I
<br />co a/a 1� I'•'� DR t//H •-20AWW3NN//. a- M^ TIREANED
<br />,,/i P_2p.3/H" M.5THLAIBSCRrW
<br />(
<br />(SLT•NgiE ,A BROW ) T1IA:1ON! 12 1i2' OC
<br />11 - -I w/TI/4-tSJa•
<br />�I
<br />- G/Ni I/G 5CRE1'IS 1 a' OC W/ __(7TC REWIw.D 7/e'i 3 /LESS Y5 W/ , 7S0 I- Y - ON•SEL
<br />W: 7• YIn TIIREI,Dm PONErRA • // _NUT NO•F BELOW)
<br />OMOM O PIAIE A) SERIES 2mP ta
<br />FLAY OR ON EDGE-6 f)Pr i ..- ,
<br />> 1 us TwJu§scREw �4c Norz 1A eOc« 4 /�1� / / la /
<br />IY � • 2A] .• 4S W ) '4.] 37'
<br />2 4-'O PAAiE 11
<br />M
<br />)in MN, RMTR4TLIN • .I • Ce", UI ! ' 2' O C
<br />5UHE5 10D0 -
<br />'� +/f•. JIG SCREWS a B• Cr I.; I/.•. LAC SCWTW5 0 6' OC /
<br />M^ (2 2'.f'INSTALLATION
<br />WOOD R WEOugEI { -2- Alm. 1 1/2 MITI TLY.E.01I FN'NETIA10. Y (P) P',� _ ' 1/2• M'n 1M EAtIED PENETRATION
<br />ALTERNATIVE 2'FW • YDWD H a PUSS
<br />W�AyLL�.r
<br />ALL10Y�
<br />,HOOD RATE --DIETED
<br />�M�O�UNT�I�NG FVT Oe - CDGC YIn 2'.i WOOD MT OR ON REQUIRED
<br />Ew
<br />SCALE IPV,E REQUIRED FVI
<br />�jt
<br />ALTERNATIVE 1'AW .
<br />BUILD -OUT MOUNTING
<br />SCALE 1/1'-+' FLOOR TO GEILNG MOLINTLI±G
<br />Emus INSTALLATION ALTERNATIVE AN
<br />I INSTAILAW.5 ARE OVA) VALID FOR BUILDINGS WnN A.SO. DESIGN LOADS 11M11H1//NA SCR( ,/4'. i'
<br />IJP ro .66.0. -]5.3 PH AND PANEL'S LENGTH VP TD S'-fO' _ -
<br />A T1 NPOLTERN_A� W
<br />,,yy��IH
<br />7 rpR NEW WOOD FRAME CONSTAVCTI(1N. WOOC MEMBERS 10 BE SOUTHERN oWI "•�'\F•t1�..:.. L[/f , SCALE 1/4 -1•
<br />PINE No, 2 W/ SPECFIC DENSITY OF 0.55 OR EOIAL
<br />_ _ �P• \C DNS••'•✓9
<br />FLORIDA BUILDING CODE NI h VelocityHuFFICC,* Zone)]
<br />_
<br />!'�� '* No. 4 : * o�O10 "ECO. we 20 GAGE GALVANIZED STEEL STORY PANEL oRw1HG e,
<br />SEE SPCGOYAT MD REOUIRLlIC1IR FIN, I 0T STOP BAR +/yam At i0P AI
<br />WELL A6 PAKIK_C�J� CNNeECRW TO TRACKS ®L OR o_ n acT+7W. BUSED ON WOOD HLADEA _
<br />_f
<br />Imo OR 20m YRWS e6TAwTIDN ,YPE W 4tEET 7! R •C-• STAT OF I -' - - r- / PE/2W/EaiP
<br />- 9'• '� GLOBAL PROTECTION PRODUCTS,
<br />LLC.
<br />F<0 0T 1L E C O INe o"�
<br />IKr�,T•1 cDMP/M2gN DF sFnDMs ALTERNA TOP Anne wDDD ♦ ,R',. .•� ,
<br />`� ' /j Syr Imo s.. 51 STREET
<br />•. v-, ,
<br />.. •ft� l
<br />" -� Tw i m
<br />.A(`s
<br />'. Slw Ram 20- 176
<br />+I . YwR,EDIVIL W n y r P+MT. (16.1AeP')Ma. FAiY (P7.Yn-eXT TOP
<br />: wrrTw LANNTNGS cw BI coMauKO N Arrr cDNDmoN !ANCHOR E-Ex7�.TYfY Sip w.- 1]AU Hr..IeM M .DIP} M_1YI
<br />N .. i.
<br />WAY TO SUIT AN+ INSTALLATION SGIL 1/a' WAY` ;
<br />1' /INN/r/tl/ 111MMR G-0m6i1P OaW,I/4 No.
<br />T PE YAL/'9NM E/NR
<br />'COTE SWNTEP iRAE.S NOT 5„OwN TOP CtAM,Y WAIT[W A. TLL,I LI.. PL
<br />lit .1 T .w M ELF „
<br />SINGLE P►NFLS (-h IOIWe�EP1MPn
<br />AT TOP OR BOTTOM
<br />WITH TRACKS C2 OR 1, *
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (".) 0
<br />6"A" A.S.D.
<br />.ESA w
<br />6.E .
<br />CONCRETE k WOOD
<br />INSMIUTIONr t
<br />200
<br />12'-0•
<br />I.--,.
<br />no
<br />IY-O•
<br />If -
<br />Jac
<br />Ir'--e•
<br />to' -sr,
<br />no
<br />,a'- ?a,
<br />10'-0•
<br />400
<br />,0-,-
<br />D-4•
<br />4so
<br />9 r
<br />a -D•
<br />-- SQO'---
<br />_
<br />55 -
<br />e0.0
<br />65.0
<br />- Mao
<br />D ,.
<br />e Y
<br />a 3'
<br />G =0•
<br />7-e•
<br />a 4
<br />a 0•
<br />r r
<br />r ♦•
<br />r-o•
<br />_
<br />750
<br />7 5'
<br />6'-f0'
<br />e0.o
<br />7-2-
<br />_
<br />6'-7'
<br />850
<br />7 -0'
<br />8'-5•
<br />6_0-
<br />95.0
<br />- 6' 0'
<br />t000
<br />6'-s'
<br />5'-IT-
<br />1030
<br />_
<br />6'-3•
<br />s' 9•
<br />no.o
<br />tso
<br />_
<br />_sir
<br />s'-e
<br />t9.6
<br />__
<br />s 3'
<br />BETE- CONCRETE BLOCK h WOOD (t)
<br />AINn s PAW_- rt W G) 111STfNNEp A7 EAf�N
<br />END WITH TRACKS (3',_ 41=fj h 11 4R D. M.. 0. O.
<br />OIREGT YDUINTED AT EACH END*
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />/AIiamu I AS.D.
<br />DESIGN
<br />PRESSURE RATING
<br />(P..0 1. a -)
<br />CONCRETE a1 WOW
<br />INSTALLATIONS t
<br />Lw
<br />Lr
<br />zoo
<br />14'-4•
<br />rJ-o•
<br />no
<br />t71- l0'
<br />I I •-7
<br />Jac
<br />II •-a•
<br />10• 7'
<br />J3.0
<br />10'-I0-
<br />0'-9'
<br />40.0
<br />0 -6'
<br />9'-2•
<br />45.0
<br />a I
<br />e'-r
<br />_
<br />S0.0
<br />-si0 _
<br />00.0
<br />_
<br />e 7
<br />a'-2'
<br />D r-' -
<br />7•-51
<br />_6 J
<br />I 0
<br />ss.o __
<br />70.0
<br />_ 7 a
<br />11-3.
<br />r_2•
<br />6'-II'
<br />750
<br />7-2'
<br />V-6•
<br />.. Sao
<br />7-0•
<br />0'-3•
<br />k50
<br />77=0-
<br />6'-J•
<br />90.0
<br />61-9' -
<br />6'-t'
<br />05D
<br />6'-7'
<br />S' -10,
<br />loco
<br />6:
<br />5--7•
<br />WILD
<br />6'-3'
<br />5'-4'
<br />,,Do
<br />- -
<br />5.-I•
<br />115.0
<br />-
<br />4'-,a,
<br />t ly.6
<br />4'-e'
<br />UNA" SEPARATION TO GLASS SCHEDULE
<br />MAXIMUM
<br />PANEL LENGTH
<br />WIND SPEED 4 170 9 I,
<br />WWO SPEED > 170 M.P.n
<br />(")
<br />VNRESTRAMED
<br />RESTRAINED
<br />LMRESTWNED
<br />RFSTRANED
<br />30 OR LESS
<br />1.
<br />,'
<br />6'
<br />6 1/4-
<br />>33 TO e0
<br />I•
<br />1•
<br />7 ,/2'
<br />] 1/2-
<br />M.-I.I.,
<br />7 t/2•
<br />1
<br />1•
<br />I'
<br />-
<br />7 1/P-
<br />MINOAIM PANEL LFIMCM (in1 FOR ♦ GIVEN MOUNTING CONDITION
<br />TOP
<br />BOTTOM
<br />DIRECT
<br />YOVM
<br />'N•
<br />HEADER
<br />-
<br />HEADER
<br />1.5 ' S'
<br />ANGLESTUD
<br />Y„
<br />j rPACK
<br />ANGLE
<br />W/sm
<br />CLOSURES
<br />D
<br />BT'I.',ITRACK
<br />K'ii10E
<br />LLB' S
<br />-
<br />IRER
<br />DMOUNT
<br />46'
<br />32-
<br />32•
<br />35'
<br />55"
<br />50'
<br />-
<br />4
<br />1.5111.5• STUD ANGLE
<br />35'
<br />32'
<br />32'
<br />32'
<br />I 12'
<br />38'
<br />U.
<br />a
<br />r TRACK
<br />55,
<br />32'
<br />32'
<br />42'
<br />67-
<br />eo'
<br />60'
<br />1
<br />r s=5 Dsu� AND"
<br />SO-
<br />32-
<br />32'
<br />38"
<br />50'
<br />S6'
<br />S6'
<br />1
<br />50
<br />32•
<br />32'
<br />Ja'
<br />80'
<br />S6'
<br />56'
<br />2/4
<br />3. LIAR ANC
<br />HORS (SEE SCHEDULE ON
<br />'I' MIN.-- - - - - SHEETS 9. 10 4.11) - - - -
<br />6 0
<br />,11/4, 3/4, 4/5, 5/5 & 5/5
<br />W/6. 2W/6, 3W/7 ITE 4w/7
<br />J• MAX
<br />_. _. �I, WIN -
<br />FT I---I-1-1-'--r-l----r----.. .-.1r-'-T-r-I 1-T-I--I-'T1- ----I. I
<br />®'®DFIL� 1 1 I I 1 !
<br />I I I i I
<br />. I
<br />i. � I W
<br />Li L_i_i_I_L'.L� 1_ i _ . 1 _i; I � � I 1_ . _ �i _ 1 I_I
<br />I- I I I- i 1 -1-• 1 I i' ' i i G- T bt
<br />1 !-� II i 1 (; I 1_I A
<br />-t
<br />I r
<br />i I -I 1- I_:_i ,
<br />I 1 1- I BOLTED PANELS W/ N il-20A/•
<br />UNBOLTED PANELS I
<br />(SEE SECTIONS AS I T S.S. M.S. DOLT W/ d0 EA OVERLAP
<br />APPUCABIE) i (SEE SECTIONS AS APPIxABLE)
<br />I1! I II ii �II'�IiIIIIi
<br />I I i I I j I i I I I 1 I' I D i
<br />I 1
<br />( j 1 1
<br />I
<br />D.M.. 3Q. ®. 1 - - - i - _
<br />1 I i
<br />- -i j' a. It at o I a`- i -I,
<br />1
<br />@ OF ® - 3 MAX a _ 3- MAX _
<br />1' MN. 2/4 1/4, 3/4, 4/5. 5/5 & 6/5 F• MIN.
<br />T W/6. 2W/6, 3w/7 a 4w/7
<br />- --- - -- ---ANCHORS (SEE SCHEDULE ON SHEETS 0. 10 k11)
<br />REGULAR STOj�M PANEL CD ELEVATION
<br />2.687' N.T.S. 1/4• W.-GAP
<br />r (leI ONI -1 WEOLE VALLEY)
<br />T T
<br />1/4
<br />LOX.GAR - SECTION A -A
<br />N.T.S.
<br />NOILA
<br />all) L.. MAOMUY ALLOWABLE PANEL UN M FOR A GIVEN PGPINE A-SM OESION LOW
<br />L-: MAX ALLOWABLE PANEL LENGTH FOR A OVEN NEGATIVE ALSO.W DESIGN LOAD
<br />(2) PROCEDURE TO DETEMIE MAXIMUM PANEL LDNGRE
<br />FNEN A POSITIVE A.S.O. OESIGN LOAD, DETERMINE MAXIMUM PANEL LDNOTM 1.' FROM SCFIEDULL
<br />ON" A NEGATIVE AS-D. DESIGN LEWD. OETIOUNE MOIMIM PANEL LENGTH % FROM SCHEDIAE
<br />FINAL MAXIMUM ALLOWABLE PM4L LENGTH IS EQUAL TO THE MUM OEIEIBINE➢ ►N4L LENGTH
<br />BETWEEN 1.' AND 1-'.
<br />(J) SEE SCHEDULE BELOW FOR MM. PANEL LENaM FOR POROSITY OUAUFXCAT*N.
<br />t NSTAIATDI6 INTO WOOD ARE UNITED TO , 95 P.el. MAX ALSO. DESIGN PRESSURE RATING
<br />MM-1• H 9, 10 k Il FOR 1fAX ASD. OFSWI4 LOWS a YAx. PANEL LENGTHS FOR
<br />•
<br />\)UtNS•'•;✓'`s
<br />FLORIDA BUILDING CODE (Non Hilgh Veloclity Hu cons Zen•:
<br />*
<br />0. 441gj .( �
<br />•gum TATrso. we
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />ae.'
<br />�'•.
<br />TATE OF y _ _ _ _
<br />r 1 L. E C O 1 N c
<br />PROTECTION PRODUCTS. LL.C.
<br />07 DATE
<br />OA
<br />F •
<br />ySf
<br />IN.. /
<br />ORIDa <(4' a'%lf+p-1v
<br />r-��,P� /
<br />A i -Cl1G _M5-
<br />.
<br />t[tt"r°` sA 1WM. wma n A'uilOWE
<br />- a.: b+-,w oPR VI-1n,
<br />.--IOU YM rn
<br />SMM
<br />eR 1
<br />- (w)w-n1a FAX tPuNeW_W»7
<br />-- - •-� - - - FCMXA
<br />20-175
<br />INSTALLATION DETAILS FOR REGULAR PANEL
<br />GENERA) NOTES
<br />�n Ea ■A! IIPT =,�nr k - IMIa eT.r1 1110183, (C) III LXISTING mK ..YIN. 5Fj,QIL1Q-Gp"ry-_Q,.- D.55 RANI.:
<br />I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PEM.) HAS BEEN VERIRIED FOR COMPLIANCE M ACCORDANCE - 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY I I W BUILDEJI. INC
<br />r
<br />T ] FT INSTALLED A HIGH
<br />WIN H 0 N EDITION) 0 THE FLORIDAFLDRIDA HAIJXNG C0�- THIS STORY PANEL SHALL 0 BE S ALLIED K. E IO2 { EDI ) - j14-I0 PAT -MATE FEMALE ID AND PANEUAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSMUCTK)N PRODUCTS
<br />VELOCITY HURRICANE ZONES (MIAMI-DARE / SIMARD COUNTIES). - 1/4'. LAC SCREWS PER H.U.S.
<br />P F A W
<br />DESIGN LOADS S B DETERMINED AS PER SECTION 1609 OF ABOVE MENTIONED CODE BASIC WAD
<br />NO 7H[ - 7 A 1 lfI P � CO
<br />16'.. 5 e' BUSHING. S DISTRB ED By All POW S('REW. BOL" SPECIALTY
<br />/ WOOD a
<br />P T P F A SPEED AS REQUIRED BY THE JURISDICTION 1V.tER£ STORM PANEL WILL B INSTALLED, ArIO DR 01RECi1pPW1'IY FACTOR
<br />S Y T FOR TI
<br />M- N x r P n D q.BS U51 ASCE 7-16 AND SHALL 0 EXCEED THE IIII%MUM AS D. DESIGN PRESSURE RATINGS MOICATED ON SHEETS 1 F t 1 ' USING ) C I MINIMUM THREADED
<br />INTO W000 0 7APCON ANCHORS SHALL B 7 AND 'FUR ELCO P EL ( ) E / 2 EL AN MATE PLUS
<br />t ,7 1 F 3. D ALE IDIATId1
<br />FEMALE
<br />2 a 8 AND PANE E E 10 lA1ALC VIAL
<br />DERV
<br />N ORDER TO VEMWY THE ABOVE CONr0IDN, ULTIMATE DESIGN WIND LOADS OET'EIBIIN£tl PER ASCE ?-IB SI4ALL BE FIRST
<br />REDUCED TO ASD. DESIGN PRESSURE RAZING BY MULTIPLYING THEM BY 06 IN ORDER TO COMPARE MESE W/ MAX (ALSO) CS) M'IMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2" NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 1 9 THRU 12 AT17. 16 PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF ME REQUIRED THREADED PENETRATION
<br />N ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D AS TESTED WERE NOT OVER STRESSED, A 337E INCREASE IN ALJ.OWABLE
<br />1 MIN-V INTO W THIS i F WI WTHEIR ANALYSIS. FASTENERS SPACIAL TO D HAS BEEN DETERMINED N C.! EDGE DISTANCE OF LAD SCREYK. W000 stall BE AS INOrJ,Tm s DFA,WINC
<br />S RESTS OR NO LOADS AS MnCAE USED G w00 )
<br />ACCORDANCE WITHN.D.s. zQ:e
<br />SiDRM PANEL'S ADEQUACY FOR IMPACT ANDWIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609. I.7 OF C.4) MINIMUM PENETRATION OF *DOD HUSHING SHALL BE 5/6' 7/4. 6-20 SCREWS USED SHALL BE 1 1/2" LONC MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS /0614 01-01 AND #0219.02-09. AS SHOULD STUCCO EXIST, AND I- MINIMUM FOR WALLS WITH NO STUCCO
<br />PER SSrD 12_99 k ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT /1123.01-1D AS PERIAS-20,
<br />AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.5) M CASE THAT PRECAST STONE. OP PRECAST CONCRETE PANELS, STUCCO OR W000 BOARDS E FOUND ON THE EXISTING
<br />FI QRIGA BUILDING CODE WALL ANCHORS STALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHND SUCH PANELS
<br />ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) a C.4)
<br />7 AL1 ALUMINUM EXTRUSIONS TO HE 6E/63-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 (D) ANCHORS SMALL BE. INSIALLLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TH( ANCHORS MANUFACTURER.
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-11I4 ALLOY B nNIELS MAY ALSO BE tNTN1ED HORIZONTALLY FOLLOWING INSTALLATION DETAULS SHOWN ON SECTION , THROUGH 6 (SHEETS N
<br />4 ALL STEEL SHEET METAL PANELS SIILLL HAVE STRUCTURAL QUALITY STEEL. ASTM A-653 GRADE 6C MINIMUM, C-60 GALVANIZED THROUGH 5) EXCEP- THAT HCAOERSQ &® SMALL 14M BE USED
<br />STEEL DESIGNATION WIFH'- 92 2 Kw (AFTER ROLLED). 9 ,T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDI OF THE STRUCTURE WHERE STUTTER 15 TO BE
<br />5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WODO FRAME
<br />HIADRNGS
<br />5001e W/ 50 kt IEL:I STRENGTH AND 90 WA TENSILE STRENGTH AND SHALL COMPLY IN/ FLORIDA BJRDWG (,I SECTION
<br />2-11 ! 3.4 ID EACH REGULAR STORM PANEL WTTAI LENGTHS OVER W0 AS PER SECTIONS 1, 2, 4. 5. 6 AND ALTTRHAIIII 1W, 3W & 4W ON
<br />SNEEIS 4, 5, 6 & 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MANKIND INStPUCTMG OWNER OR TENANT TO
<br />E BOLTS TO BE ASrM A-307 GALVANIZED 5TQL OR ALSH 104 SERIES STAINLESS STEEL, WITH 36 IP, MINIMUM YIELD STRENGTH SECURE PANELS WITH APP•UCABE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />7 ANC/KU. 10 WAS. SMALL BE AS FOLLOWS 11 THE INSTALLATION CONTRACTOR IS to SEAL/CAULK A.I_ SHUIILR COMPONENT EDGES WHICH RERAN M CONTINUOVS CDNIACI WITH
<br />THE BUNLDING TO PREVENT WMO/RAIN INTRUSION
<br />Ln
<br />(A) T2Eat-0
<br />IBANCHO
<br />TAPCGNNG
<br />T iH P T 4 T MANUFACTURED Y IT.W 1 X INC l c- I ,2 STORM PANEL IN T10N S COMPLY VAT. SPECS INOIG7 N H5 DRAWL P V lK M AN - 1/ P APCON ANCHORS AS HORS AS ED B RV LDE HC
<br />S AS 92 P...) EL SJLPf SMALL PL ED DRAWING PLUS AN B LO G D LUN:NC RECVLADONS
<br />r
<br />D THE .JVMSO.. PERMIT IS APPLIED O
<br />F IRO`ApE BY E K)N WHERE - I A' e A 7 e' CALK -IN A4t10R5 AS MANU ACIURED By oEwnl WC
<br />INC
<br />- ,/4'e . 1/4' $00D-SET ANCHORS. AS DISTRIBUTED BY ALI POINT SCREW, BOLT a SPECIALTY CO
<br />.1 (W THIS PROD1 E PREPARED BY THIS ENGINEER IS GE AMC GOES NOT PROVIDE NFgRMAtgN
<br />(M�n t•c-SWo Pa..) ) 1CT EVALUATION DOCUMENT
<br />-H
<br />r0 SITE SPECIFIC arec. 16 ERf THE SHE C(x+DIT1CN5 DEVIATE FROM THE PECT TE
<br />R A In ,AIR WH P
<br />WERE PE
<br />11-1D PANE WTE FEMALE E PANELWTE PLUS ANCHORS AS AANUfALTMED BY ELCO CONSTRUCTION PRODUCTS
<br />- 1 4.6 ALAI 'AMAC IN ANCHORS AS MANUFACTURED BY - T HNC
<br />/ L OEWAL' (6) CONTRACTOR TO &' RESPONSIBLE FOR ME SELECTION, PURCHASE Ali[)I NSIALUATION MCIL'ONG LIFT SAFETY OF THIS PRODUCT
<br />A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL 1E 1 3/4'. 2• FOR ELCO PANELWITE AND BASED ON THIS PE.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />I 3/4- " LIMAC WNL1N ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPOMSISI
<br />W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED RN ID IF MODIFIED
<br />A2) GARRET-W IN,SOLID-SET ANCHORS SHALL BE EMBEDDED 7/6' INTO THE POURED CONCRETE NO EMBEDMENT INTO
<br />STUCCO SHALL BE PERMITTED. 1/4' ♦-20 SCREWS USED SHALL BE 1 1/2 LONG MINIMUM SHOULD STUCCO EXIST, (C1 SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH W1U. BECOME THE
<br />AND I' MINIMUM FOR WALLS WITH 40 STUCCO. AND MAY BE HEADED SCREWS OR AL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E 0 R.) FOR ME PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />m WITH WIND NUTS PROPER USE OF THE. P E 0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E D ENGINEER. SHALL SUBMIT TO MS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />A.3) IN CASE IHAT PRECAST STONE. PRFCAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTINC WALL OR FLOOR. ANCHORS SHALL BE LONG EMOU(NA 70 REACH THE MAN STRUCTURE BEHIND SUCH PANELS (.) THIS PE.D. SHALL BEAR THE WTI AND UHK•INAL SEAL AMC SIGNATURE OF THE PROFESSK)HAL
<br />ANCHORAGE SRW1 BE AS MENTIONED IN AI) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT
<br />(R) TQ-12gnmC CONCRETE I""FAIL ASTY C-I0' 14. SHUTTER MANVFACTUPER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4- • TAPCON ANCHORS AS NwUFACrURED BY I T W RVIL➢EX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 170992 DF FLORIDA BUILDING CM ONE LABEL
<br />- I/4- . . 7/8• VLSI -IN ANCHORS, AS MANUFACTURED BY DEWALI. INC SHALL EE PLACED FOR EVERT OPENING LABELING TO (oMPLT WITH SE(7ION ITOg 9.3 or THE
<br />FLORIDA BOLDING CODE
<br />- ,/4-. A J/1- SODU-SEI ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO
<br />- /14 10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRo73LLaENIINIIA',
<br />- 1/4' a ZAMAC NOUN ANCHORS. AS WAKWACTURm BY DEWALT, NC a4HIN�'�(''�C--(� A:. N.1,
<br />r'�
<br />N •) MINIML;M EMBEDMENT OF TAPCON ANCHORS. F3t0 paNC1MATE5 AND 7AMAC NAILM ANCHOR, INTO ME �'�,\CENrF,
<br />BLOCK UNIT SMALL BE 1 1/4' FLORIDA BUILDING CODE Non High VelocityHu cone Zone
<br />�S LIFE
<br />B1) CALK -IN k SOLO -SET ANCHORS SHALL BE EMBEDDED 7/6' INTO THE CONCRETE BOCK (UNIT NO ,N.21I%,44 e2mm 'l,[N We 24 GAGE GALVANIZED STEEL STORM PANEL aaw eY
<br />SMALL ' ,/2' *
<br />STUCCO SMALL BE PERMITTED. 1/4 e-20 SCREWS USED BE LONG WNIMUM S•+OULD �o EXIST, \
<br />�
<br />on oneW3)
<br />VINO :' MINIMUM FOAL WALES WITH NO STUCCO. tG •O:�' '
<br />�� P" STATEj E C O LNcL GLOBALPROTECTION PRODUCTS, LLC.
<br />IN CASE THAT FRECW STONE. ON PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOU EIt,_Z"'Z-J TROT 1�BIKIOra I I-- IONP� �'n?��TEXISTING HALL. ANCHORS $HN.L BE LONG ENOVGH TD REACH THE MAN STRUCItIRE BEHIND SUCH PA S -Pn:-. -m I- tAW1,+1-,A1 " M10X r,M)-=& IAA (664)eeA- l 2O-17S
<br />WMHORAGE SMALL BE AS MENTIONED N B.1I AND IN 82) Irys/OVAL ryDRpa)+a OM.Wn Kr
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<br />IIIIHfinD11 INAI AL 3NA/90NMLWE/WE MLTEW A MIT Ar., •E -
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<br />INSTALLATION
<br />DETAILS
<br />FOR REGULAR PANEL
<br />C1)
<br />INTO POURED
<br />CONCRETE OR
<br />CONCRETE BLOCK
<br />STRUCTURES
<br />-
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<br />WE CONCRE BOCK
<br />RETEIBL COR ONCOCOUKC
<br />REOI-11
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<br />CONCRETE ANCHORS
<br />CONCRETE ANCHORS
<br />(SEE 5l?EDDLE ON ,
<br />SHEDS 9 MRoucN Ic /
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<br />MSTING POURED
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<br />REQUIRED.
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<br />CONCRETE ANCHORSy-.
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<br />ALTERNATE CONCRETE_ _ ursTING POURED CONCRETE
<br />CONCRETE ANCHORS
<br />PANE ANCHORS
<br />ARE USED.
<br />BLOCK
<br />REOUIRED.
<br />ANCHORS OR CONCRETE BLOCK REQUIRED.
<br />STAGGERED W/ SAID
<br />(SEE SCHEDULE ON
<br />(SEE SCHEDULE ON
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<br />SHEERS 9 17HRDSOH ID)
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<br />E.D. We DISTANCE
<br />FOR COMA N OF
<br />- .
<br />0.44167 a
<br />STATE OP �-�•, - "�- ---
<br />ou2o aEca 24 GAGE GALVANIZED STEEL STORY PANEL
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<br />.
<br />1�'wNOTE
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<br />SEDGE
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<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />9
<br />�'.., n�,_
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<br />SHEETS 9 & 10)
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<br />NOTE FOR COMBINATION OF SECTIONS:
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<br />FLORIOA
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<br />INSTAL FOR
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<br />LATION 2. NEW WOOD FRAME CONSTRUCTION: WOOD
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