|
4
<br />�TiII rl _ - .r r kTI ., : }.^I.. . : _ I ,W..
<br />:, a:,r . .iY _ .i X,Ltl I.
<br />W'Nlx ,NF+ 4 +;+ II+;R
<br />1: a,,. ,d
<br />p�WgUNtaMIM ASD.
<br />M;
<br />MIN&TO mr-
<br />� m
<br />RAFRP•XI
<br />(5E'f
<br />OON�OTDN
<br />+66.D, -753
<br />70. __ LESS
<br />2 B/i6'
<br />WILLED .
<br />i' 3' 116
<br />.
<br />2'W 'IP k 311f
<br />+BBD - 3 75.
<br />70. OR LESS
<br />2 7/8•
<br />BOLTED •
<br />4' k 4'W
<br />• ;Lro R/ , #'F-2DN3 4 S.S. M.S. At W RIGNUT AT OVERLAP k 40R OF PANEL LENGTH
<br />MPA$OED of PANEL
<br />W. - ..M , .tl. r. 4A, I,.I . _ L.h.F ,1 + w•• ,L :NI .;+N., .:ql esi 1 tlt :, 9- L
<br />U. L.; x T .:1 :.. al .. M 1.. i
<br />AS.AXIMUM DESIGN
<br />P
<br />PRESSURE NG
<br />-C
<br />MAXIMUM ANCHORS SPACING FOR E D. - 3 1/2' -
<br />APPLICABLE TD
<br />SECTIONS;/ k
<br />ANY COMBINATION
<br />MAX" PANEL
<br />LOW" 1• (h)
<br />TN�ONS
<br />CALK -IN
<br />to FEMALE
<br />PANELMNTE i'LL1S
<br />To CONCRETE
<br />TO CONCRETE
<br />TO CONCRETE
<br />70 CONCRETE
<br />ro CONCRETE
<br />TO CONCRETE
<br />BLOCK
<br />m LKNCPELE
<br />BLOCK
<br />12"
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12L
<br />N/A
<br />1' k 2' (TOP)
<br />11"
<br />3•*
<br />IO"
<br />3•
<br />S'
<br />4"
<br />5`
<br />4'
<br />1 BOTTOM)
<br />12'
<br />3'
<br />12"
<br />5•
<br />8•
<br />B•
<br />8"
<br />8"
<br />:,� 1 &o U).+
<br />88.0. -75.3
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2"
<br />11"
<br />2' (BOTTOM)
<br />70" OR LESS
<br />7•
<br />N/A
<br />6 1/2•
<br />N/A
<br />4 1/2"
<br />N/A
<br />4 1/2"
<br />N/A
<br />3' (TOP)
<br />12"
<br />N/A
<br />12'
<br />N/A
<br />9 1/2"
<br />N/A
<br />9 1/2•
<br />N/A
<br />3' (BOTTOM)
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12-
<br />N/A
<br />4' (TOP)
<br />12'
<br />$•
<br />12"
<br />9 1/2'
<br />1 12- 1
<br />11•
<br />1 12"
<br />1t"
<br />4' (BOTTOM)
<br />AN UNITED TO BLO pxt, AS.D. DESIGN PRESSURE RATING.
<br />ASEE SHEET 28 FOR ANCHORS TYPE k SAACHS FOR INSTALLATIONS INTO WOOD
<br />FMYE RKDM
<br />MINIMUM ANCHOR SPACINGS AM MNIMUM ON OSANCE ALE INDICATED ON TX15
<br />SCHEDULE- FOR E.O. LASS THAN INDICATED, ICATED, 04 SCHEDULE ROUCE ANCHOR SPACING
<br />BY APTIPLYF¢BPACSPACING ONESE THEROI FACTORSFOR
<br />THIS OPERATION TO MI POSSIBLE, REDUCED SPACING AED USING FACTOR SHMA
<br />NOT BE LESS THAN MINIMUM SIPACNG WEAFO FOR EACH ANCHOR TYPE AT
<br />ANCHORS 1fD01d.
<br />ANCHOR T"
<br />1/4'.
<br />1/4'.
<br />1 i/4.0
<br />1/4'0
<br />1FPCpP
<br />PAID M1rt
<br />WN-N
<br />mlA m mpI BPMmis (AMU
<br />3
<br />J
<br />M"onAI0 Ci,1.- In,)
<br />%A 000 h.;WeM EINA Pa
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3 1/2
<br />1 3 1/2
<br />1 4
<br />AM& ELM PIR MOM
<br />Nam
<br />t ,
<br />-AS
<br />-
<br />_
<br />-
<br />2 t
<br />-
<br />-
<br />-
<br />3e
<br />T
<br />18e
<br />-
<br />t5a
<br />.N
<br />I
<br />•t• RECLANES U.. DISTANCE BETWEEN 8=041 OF PANEL I t/2-
<br />No (1) 10 BE: t/2' Mom
<br />I
<br />++ NECKHE"S Mat. OMAN" BETWEEN BOTTOM OF PANEL i
<br />AND ® TO BE,- 3/t4r I 3/16-
<br />fAa,:.
<br />COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-11
<br />r e...__...-15.125' MAL WIDTH)--- -i 2_.Iw--
<br />I nB3`
<br />12.SW' (EFFECOVE WIDTH)•-..._...-.. --t
<br />� 1/4"H2O.V � �.._____ __ F_ i - -+..750• T-^ B.S. STD RRFTED
<br />1 {�,,.,.�..�_..-._.6 1/0 ".)--` 1 .37a=. E .126• I TO ANGLE ANGLE B1 1III-
<br />11
<br />,yW _ 1.35D' 1 ,.--,•+- 1.350'_ ^ I\7.900- y 7.2ffi0• 00• i .188'^-4+ .088i0. fI{%j' LWMY BE RtAERSEO)
<br />.250 ! j jb I 3.s11 .DBtl•. 1 • .o .-
<br />1r aO24' MIW THICK ""�
<br />>'
<br />{..^�
<br />!-[L,<MMED GALVANIZED Sim ! 084' 1.671' \� ,_ t
<br />EDGE ASnI AS53 TYP. I E .OH#'. I i.415" SEE
<br />.zW2.WWWW0000
<br />F
<br />GRADE SO MINIMUM i
<br />�--DETAIL A C-60 ONLY. 46 EDGE ?_ 2?. I :: .484'� I'-1'SW`."{ (iYP.)
<br />"`(TYP.)
<br />--- - - --DETAIL
<br />L-,
<br />A----
<br />QQ STORM PANEL L_, - -- --- -,-
<br />PANELS SHWA BE INSTALLED ALWAYS 2.387�_ I
<br />FROM LEFT TO RICK W/ 1/2- LEG
<br />AT END AT LEST SIDE OF PANEL 0 'H` HEADER 0 'r TRACK (4) ANGLE WITH STUD
<br />FA6E aD24•(Min.)
<br />-_a.P
<br />i'll- I_
<br />PAFLiS ED IF
<br />m.
<br />w% HElwmGE`., 3s.GALV2
<br />' tG.OS. { _� .k
<br />R.11=
<br />r. ,MV
<br />- ! 133m270r^
<br />11-1 ! r
<br />tsu625 pp� __.i 0,375• 0.250.0
<br />.250• V - L_
<br />- 2591'----«, HnWE� .- l / I 0.625" 1--V 11 I
<br />��-0627OP
<br />I 11
<br />-_`2250'.." j ' ' ISOMETRIC VIEW DETAIL A �i3�'{ - � :27D'i P-ANNs 13 OR 9�J
<br />I._
<br />' L
<br />ROUNOW CORNER 0 ENDS OF PANEL'S I. �„ ....
<br />f Ems
<br />EDGE
<br />DG I...._ '
<br />UP HEMMED .1
<br />END U. _.....0:@25 2S
<br />I! �2.375•_.----1 (N.T.S) .57_5'. ----- .,.,,,,�= TYP, SOTMM
<br />I
<br />S. EGOE OF PANEL
<br />I 2 {- �,�'-�Yj� 'I
<br />3.7$0• .a7z• �.D9t• ,` .067'-.14}�-�_��_�� �.75,0" aKE n,' M .W�uLD•r� (6 KEY HOLE AT PANEL-n.-"i__
<br />i 1
<br />' I 2 1i t�•i.-^'
<br />.SEE SHEET a FOR ADDITIONAL
<br />-',•y5„^-..- .8I3- LIMITATIONS IF SLEEVE LENGTH IS t is
<br />I
<br />! .041'
<br />„> 125' Lr ONLY VALID FOR INSTALLATIONS INTO
<br />1�, �5, O SuLEE�iEF �N r- -iTYP) K.Ilr . YIOW STRUCTURES.
<br />ID06L..YfafiYFJ1
<br />' N
<br />,v3 2.GDG i 2ooG ! 3.7;
<br />2.(bG' R mom+
<br />,2r
<br />----2.548'-•= L
<br />e-.11 B (TYP.)
<br />050-r 1 .750
<br />'Hit "U'
<br />O7 REV. HEADER Q HEADER ) I
<br />_
<br />I--�- ^-1" MIN. TO SL Mmc
<br />(% SLEEVE 1'..M & I ------ i
<br />ulcer 10 N
<br />11 "'L ��eX HANGER
<br />61e1N
<br />37a s.WQ-: ;EL
<br />ay.\\ pFFT, .%,
<br />$}#1�#f4 WIDE1
<br />.,__w_.I I,,..__._._..__ ,ISO' +..--_..- '. .082, Spa` . ,•+.,•" „'/%w (USE ONLY FOR E-Z NANO STORM PANEL
<br />.3„' _�656' I .470T ,»i 275' .- HE si" " • Vi'E} '�' •'•• SYSTEM) EtQ63-TO ALUM, ALLOY
<br />pjF -^.- ._._ S
<br />,.5�I. 2, P ,P I.f D f _..,. • x :. i'�D.44167 ; ' FLORIDA BUILDING CODE. Hon HI h Wtoc Hu tons ZGna
<br />,... +
<br />O MIN. 0 OMto 1aW:Yn. NC. r.P.
<br />KP. it, It-
<br />.71.
<br />08/• ,1 \�L L _ 24 GAGE GALVANIZED STEEL STORM PANEL III m:
<br />t # �'d�•., STATE aF
<br />I (TYP=)
<br />� �5EE
<br />SECTIONS- ...L p F ¢T/2T19G2D
<br />-2000•-� `
<br />MIN. � L1t� 4, 1�1� O IMe. GLOBALPROTECTION PRODUCTS, LL.C. rm
<br />2L
<br />AA 4850 S.Y. 51 STREET
<br />� - Q�f A - RNNLVH'A` girl`.. Pem m rm t+�XW�+ noma RHO (u )� 750 I-- M4)M-FM 20-175
<br />1�3 BUILD -OUT 'Fit ([: BUILD -OUT T" TRACK d dt +� WASHERED WINGNUT / • "+ +'- me WP
<br />TRACK ANGLE (ZAMAC 3 ALLOY) P.E seg4vmvmmmlwE WNTOR A. T'4°.., P£ roWa
<br />nomot1 MEET 2 Of IS
<br />INSTALLATION
<br />I 0
<br />.- A
<br />INTO EXISTING WQQD STRUCTURES
<br />t/4•r LAG SCREWS a I- D.C. W/
<br />I
<br />i/,•r LND SCREWS 0 S' O.C. W/
<br />1 1/2" MITI. TFW ADD PE.)rmTmN
<br />TO E)MNG WOOD HEADER,
<br />t
<br />N 22 0
<br />1/4'0 LAG SCREWS C S• O.G. W/
<br />1/2' M 7t0NFAOEO P£XE7RATi4N
<br />I 70 EXISTING WOW RENDER.
<br />I1, / I CPPL /t449' sAH.5.
<br />t
<br />FLAT OR ON EDGE
<br />t 1/2` m-, Yl�tdED 'TRATiom
<br />m IXt3TXN6 WOOD E}EADfA
<br />.. 4 tk.H. it4xt' S.MS
<br />O FA ENO � ®
<br />�'� a
<br />f e FA Elm OFQ
<br />�J. -
<br />\ /
<br />tf
<br />il#'1-24�x3f4" M.S
<br />6 c«R W.d 716`x3f3F Kti3
<br />1AH' 4i ,Y 4.C.
<br />/
<br />6 11/h\
<br />H/1�
<br />s
<br />(� i 1\1
<br />C
<br />` /4
<br />/ t, L
<br />T as {AD SCREWS 9. O.C. Wf
<br />! $ 4 Cw,L f14x1` S.MS
<br />'i O EiEI
<br />l
<br />DETAIL I4 k
<br />(N6'Ri
<br />20%V
<br />__f- 1
<br />HEAD WS. Y/i�fx3/9,2•
<br />E
<br />TDI/�� 71i PENPeRiTgN
<br />CF
<br />\ EA.
<br />I SELSEE
<br />t".
<br />EVERY } (1Y.,,)
<br />_r. DETAIL t/24 k
<br />i5
<br />t
<br />i
<br />WOW.Hf6N1ER I 1
<br />WEQL'XHEO
<br />-
<br />JJt6• �,�. POP RAtT
<br />(6rYP H O RV
<br />,
<br />1
<br />7. rarN.
<br />4 can. ;rt4Xr sxs.
<br />, EA END or �
<br />SEE 9ERAI..1/24 k
<br />NOTE tA..
<br />I L t
<br />I 3
<br />!
<br />k
<br />�
<br />" j
<br />____0_
<br />WOO HEADER AEtlUHTLD
<br />`
<br />2 /AAA 1 4•+-2Ox3/'#`
<br />To 1W/7ASPwi/s2'
<br />f4ERYNUFpVERLAP yyEVERY
<br />2 0 t6' Mln. I 1/#`P-/2Oxada• i1
<br />0 I MISS. aa3 J2"
<br />I W I
<br />OVERLAP
<br />yflg4ro-2{M.4/a-
<br />WuANMt N,ftS 9W I
<br />ix Q.G 1
<br />I -
<br />2 7/4` Ntn 5.
<br />1. &f
<br />_._ _
<br />I
<br />i to 4s' W/4- •-
<br />,!
<br />TO MASISI ; 1A4•A-^uDx3(4'
<br />M-SOREW�tY/
<br />41
<br />I
<br />--R1
<br />2SEPARAIKN
<br />3/
<br />�W/NS FAIT O/ 5
<br />j
<br />TO GLASS.
<br />I EVERY OVERLAP
<br />I
<br />EVERY OVERLAP
<br />�
<br />1
<br />�
<br />1 �gS r i
<br />i H .
<br />R
<br />$�
<br />ME�,
<br />g
<br />-.Ta
<br />l
<br />I
<br />' $ M
<br />wi ` -)4
<br />jb_.;_1F
<br />`
<br />1/4,4J'2 M.9.
<br />, $ N d
<br />s!
<br />3 GAR. ; iF
<br />,.r`�... ( I. w
<br />I/
<br />a
<br />1 i -
<br />IS
<br />WHO. O,
<br />a t 2' 0.a
<br />(2'.r M-)�
<br />_j 1
<br />tt r'
<br />I -1 3
<br />j!
<br />] \
<br />1
<br />0 I 4•r- #" MLA Ly/
<br />I 14"0 PANE1MAt'E FEIW\LE -
<br />�3,i
<br />$
<br />.1a
<br />) o
<br />, 1
<br />/B^ NUT
<br />"' '� fW. 1 4
<br />t PANELWIE PWS W
<br />i /
<br />COL s
<br />t "'_ �P
<br />t//#'0..2ik3,�'4' NS
<br />-
<br />1 itt 4"0 Ua 9 NNOTE WD�O
<br />SC% 0./
<br />7f/ya" 45n. THREADED
<br />('ENERRATX1N0 12 1/2- D.a
<br />1
<br />^-� .
<br />>
<br />') I W/ 7d8'0 1_
<br />1. M. wnICI' lkdd t # 4�2FAI ,
<br />tT I/1 .
<br />I 2 MOt RBENCED PN+Et IOW
<br />} SERIF$
<br />(2p.2'x,'
<br />PLATE RSOLFRtEO
<br />MY' CNR ON DIOE
<br />r,,,�
<br />t 4'W- I.
<br />2/ ,NUT"
<br />t r-
<br />9.2
<br />NOtt ,A.
<br />4...
<br />2 1 10 fMNFLMATE W
<br />) PI,ID
<br />HEW. fA.
<br />NOTE MAY)
<br />t4"1F-. 4°W
<br />2DAJ .S. W 7 '
<br />$ M3 32'
<br />d
<br />L.� )J / ,"$ /
<br />100 PFnCTRA'RDN * 12/e
<br />�.
<br />1 C.m FI3Y a T2' O,O,
<br />}'
<br />WWD(21ILAIE REWIRED
<br />i
<br />I&AUWING
<br />a`t`++rr rrXX�F1i• .t,xW
<br />E G-2' W
<br />1/4"0 GAS SCREWS a B' O.C. W/ i 1/4"r SGEW'S e C O,C, Wjj
<br />1 4/2' MITI. TNR"DED PdNE1WATgN MI,a (2 2'x.` 1 1/2• Mm, THREADED 7+ENETRATImU
<br />M OR DN
<br />CBef LtE.161I
<br />SO" 1/4'
<br />I '0
<br />Min. 2.4' HOOD �. Otiff RED OF
<br />R 4V E ®MmiYmIH i8 PRATE
<br />PLATE IRFALNREO FIAT
<br />STALE 1/4`-1"
<br />1
<br />FLOOR Tt`)
<br />(ALIT ILNG ►10 NTiN
<br />T�/�
<br />I.BNSTALLARON'S ARE ONLY VA D FOR BUILDINGS WITH MAD. (':d LOADS
<br />UP m +66-0. -I" LIEF AND PANEL'S LENGTH UP m 5'-10•.
<br />INSTALLATION
<br />W sttit1i1JF1FtHHN!) �. TIVE FF
<br />T}*f:ii
<br />�� (�j
<br />SCALE 1 �"W
<br />SCALE t/4"-1'
<br />2 FOR NEW WOW FRAME CORSTRUCOOK WOW MEMBERS TO BE SOUTHERN
<br />P@ff ft. 2 W/ SPECIFIC DENSITY OF 0.55 OR EOIAL.
<br />aw ♦l�•��i;..: • SCALE
<br />.� Q J
<br />\,p •,
<br />1/4-='.
<br />- -
<br />1
<br />FLORIDA BUILDING CODE HI h Vetoci IN ' am Zane
<br />"-
<br />SEE % A07t5 MDR OF OP &R (� NIT TO? AS
<br />WELL. -
<br />`t * = No. 4 ' *
<br />m
<br />S
<br />° >
<br />20 GAGE GALVANIZED STEEL STORM PANEL �,
<br />B,A,EH. N m XONLIB -# AT W1YOM. DN
<br />taSD DW U$7A UTAYN TAPE W BEET 2Y
<br />tX1M 5xw
<br />WIND -
<br />� ".l% SClA OF
<br />=.; &().., '0I,-.• ,t
<br />{] �y
<br />1L E C V ti1C.
<br />....>_�DRAWN
<br />LABAL PROTECTION LLC. ITn./sntD
<br />am'
<br />unsY Fmk' P,.s..x,.,..
<br />TOP k BOTTOM CAN BE GONSUO IN ANY
<br />.0
<br />'_..+, ..-N.5
<br />do D 1/4'iO. i==OmL rYl! Om '+! Tyi�
<br />I.
<br />/
<br />{
<br />�
<br />k tiMGmXEE1NNG NY
<br />Ax+ , ei iF, waN�,4eMm4 rt ttf¢e
<br />iM+ LagN.`4t-+ @w3 aT-}nv
<br />NStNI L . 8tWELT
<br />OAYi'. ft. J33t4
<br />PwpiE: (964)FMB-730, FAG: (➢64i665^SYPr 2i"^'t7$
<br />WAY m 519T AA'Y XNSTAd LARW1, St`NE I/4" .x I• AAFti71 llAi
<br />A.t $G4,p9aW.TimlF;/ON1E
<br />.-
<br />.4.i�49
<br />ab, • aR a4r ,C,.t ; iNMWX# RED
<br />NOTE
<br />t S1unm TRACKS HOT SHOWY! FOR ,i,'ITT`
<br />WALFER A Jn. P2.
<br />. .. a atWBr UA OF 2e
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (it.) D
<br />MAXIMUM A.S.O.
<br />DESIGN
<br />PRESSURE RATING
<br />(P.-O (+ W -)..
<br />CONCRETE k WD00
<br />OWNLAMNS t
<br />L4
<br />I 4-
<br />2a0
<br />12'-0'
<br />11=0'
<br />250
<br />12'-4•
<br />F f 1-0*
<br />3a0
<br />f r-8•
<br />10'-9'
<br />3S0
<br />r0•-TO"
<br />10--0"
<br />4aO
<br />la'-F•
<br />9'-0•
<br />45.0
<br />9-6'
<br />1-1.
<br />Sao
<br />9'-11
<br />A'-4-
<br />Sao
<br />9•-r
<br />41-01
<br />Sao
<br />a=3'
<br />7'--7-
<br />65.0
<br />81-01
<br />r-4•
<br />70.0
<br />7-8"
<br />Y-0•
<br />7aO
<br />7•-3.,
<br />6•-10'
<br />40.0
<br />1".
<br />C-r
<br />no
<br />7'-0'
<br />6•-5,
<br />tD
<br />,r:9'
<br />6-2'
<br />96.0
<br />6'-9'
<br />61-0"
<br />FOOD
<br />a-5-
<br />5'-N'
<br />r0k4.0
<br />6'-3'
<br />3'-9'
<br />flag
<br />-
<br />6•-7'
<br />1lAo
<br />-
<br />5-8'
<br />f19.6
<br />5' -3'
<br />END MRTN 'CRACKS 4UZ t If2 0 D.M.. .
<br />Q{RECT MIERINTL'D AT EACH ENO'• (/��
<br />,@1
<br />�J
<br />MAXIMUM
<br />PANEL LENGTH
<br />"L+" OR "L-" (it.) a
<br />U"UM ASA.
<br />OJESION
<br />PRESSURE PASSED
<br />4,4.0 (+ W -)
<br />CONCRETE k WOOD
<br />MNSTAUATK)NS t
<br />L+
<br />I L-
<br />20.0
<br />14•-4•
<br />1 ?3, .1
<br />210
<br />121-F0-
<br />1 tt-7-
<br />, .0-.
<br />FT•-4,
<br />1 Ta•-71
<br />J10
<br />101-10•
<br />8-,-
<br />4a0
<br />a'-e•
<br />9'-2"
<br />410
<br />51-1"
<br />6'-7-
<br />solo
<br />er-7*
<br />8'-27
<br />55.0
<br />8'-0'
<br />7'-9•
<br />ADD
<br />8'-01
<br />1-1.
<br />O&O
<br />7'-O*
<br />7'-3•
<br />m0
<br />r-S.
<br />O=TT"
<br />73.0
<br />7' 2'
<br />F::;
<br />Ba0
<br />7'-0•
<br />S'-5'
<br />99.0
<br />1".
<br />6'-3'
<br />9b.O
<br />6=-9-
<br />6'-f-
<br />95.0
<br />E-r
<br />5'-10-..
<br />loan
<br />6'-;F'
<br />3'-7'
<br />T F0.0
<br />-
<br />I e-1.
<br />t FSQ
<br />1 -
<br />1 4'-10-
<br />1194
<br />4'-6"
<br />MINIMUM SEPARATION 70 CLASS SCHEDULE
<br />MS.A)UMUM ,
<br />PAN(In)
<br />WED SPEED 4 170 m.p.h
<br />WIND SPEED > t70 m.p.h
<br />UNRESTRAINEDRESTRAINED
<br />�RESTRAINED
<br />30 OR LESS
<br />1'
<br />1"
<br />6`
<br />I 6 1/4-
<br />>33 10 90
<br />1'
<br />I.
<br />7 1/2•
<br />7 i/2'
<br />>BO m t4s
<br />1'
<br />i"
<br />7 1/2"
<br />7 1/2'
<br />a145 TO IM4
<br />I'
<br />I.
<br />-
<br />7 1/2'
<br />NININ1114 PANEL. LEM=14 AM FOR A GIVEN MOUNTING CONDITION
<br />80TTOM
<br />MOUNDS
<br />tEi DEA
<br />HEADER
<br />STUD
<br />ANGLE
<br />TRACK
<br />ANGLE
<br />W
<br />CRLOMlgR9
<br />-.
<br />DIRECT MOUNT
<br />AV
<br />1.
<br />mr
<br />W
<br />W
<br />1.
<br />SO.
<br />4
<br />T.5'XI.5' STUD ANGLE
<br />1.
<br />32
<br />32.
<br />32•
<br />4z`
<br />38'
<br />38'
<br />E
<br />"F' TR4 XN
<br />55'
<br />32"
<br />3r
<br />4r
<br />1.
<br />1.
<br />1-
<br />1
<br />TRACK 7
<br />N CLOSURES ARGUE
<br />6O'
<br />32'
<br />32"
<br />�•
<br />BO'
<br />56'
<br />11
<br />1
<br />UIaLD Ott
<br />SD
<br />1 32
<br />32' 1
<br />38'
<br />!I'
<br />I SrW.
<br />2/4
<br />F MAX ANCHORS (SEE SCHEDULE ON
<br />' mN. ..- SHEETS B. 10 *11)
<br />6 0
<br />T-1`'1-r' r-T--I-r--r7--7-r--T-T
<br />1/4, 3/4. 4/5, 5/5 A 5/5
<br />1 W/6, 2W/6, 3W/7 & 4W/7
<br />14�__ I H+ - - / 1&�,�_11-11-d* ;.I
<br />UNBOLTED PANELS r BOLTED PANELS W/ 2 40-20xt`
<br />(ASE
<br />) AS " /� j /]
<br />-_- _4_i _I I I - -1 - _.. 1 (SEE MSECTIOS AS
<br />- _ _J_ i__1.�, _ n� __.T__�__ _ _ ._ _ L_.1-L1._1L
<br />I I,
<br />D.M.. 3 , , - . _ / - - - __3 -4- - - - _ _ I
<br />0 0 0 0
<br />@OFq L_'3. MIX,,,, 3` WX
<br />1 MDR: 1/4. 3/4. 4/6. 5/5 g 6/5 Iw MIN:
<br />I 2/4 1 W/C 2W/6. 3W/ i dE 4W/7
<br />I..,,__-_ ANCHORS (SEE SCHEDULE ON SHEETS A 10 Alll --._..._.._._......:
<br />REGULAR STORM MNEL (D ELEVATION ,t4Am, GAP
<br />2.68r H.T.S,
<br />IN W OVERLAP -i WHIXE WYLEYj i j
<br />- tLi SECTION A -A IT "R
<br />N.TS.
<br />NOft4
<br />a(,) L+: MAXIMUM ALLOWABLE PANEL. LOOM FOR A GAIN POSITIVE ASa DESIGN LOAD.
<br />L--: HAUL ALLO qKr PANEL LOOM FOR A GIVEN NEGATIVE A5.0. DESIGN LOW.
<br />CZ) PROCEOIRE TO MONK M\Xm um PANS. L.ENbnt
<br />GIVEN A PEE USA. DESIGN LOAD. DETERMINE MAXRBIN PANEL LENGTH 1+' FROM SCHEDULE.
<br />GIVEN A NEGATIVE USA. OESGN 1A11D, OEIERMNE MAXIMUM PAtEM L431G7t1 1-' FROM SCFEON1tE
<br />F'WIN. MAXIMUM UM ALLOWABLE PAEI. LEFDTN E EOM(. m THE I DETEA1LpNED PANEL LEND(
<br />BETWEEN IW AND ,L-"-
<br />(4 SEE SCHEDULE BELOW FOR MIN. PANEL LFIWAH FOR POROSITY QUALIFICATION.
<br />'T tNSTALLATNNIS INTO WOW ARE LIMITED TO 196 Pm•f. MAX ASD, DESIGN PRESSURE RATING
<br />t\ As : B. 10 it 11 FOR MWX. ADD. DESIOhI LOADS k MAX• PANEL Li40" FOR
<br />�i• • .! SPACER IS USED,
<br />a
<br />.. S '•> FLORIDA BUILDING CODE Non High Volov Hu Cane Zone
<br />*
<br />D. 44 9T}7 gORAAN
<br />*me TRIM 04,
<br />24 GAGE GALVANIZED STEEL STORM( PANEL
<br />'�
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />°' SUM, °
<br />a
<br />ATE OF * -
<br />I L E C O I14e.
<br />CI. .,
<br />OP10 .••'•((r� ' �0>
<br />4GIOD SA'. 61 WIIEET
<br />DW,c ti 333i4
<br />Rt ,.. Xaki Ma RWrM arnan. n ae,a
<br />20--175
<br />RAJ._
<br />l\ /
<br />%{F 6i_�y
<br />v... , Pm0 m-nnm . as , &m1 o,-,.
<br />«.r er.0r.-
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<br />N Q 0 O
<br />�,, , SMMtl . eA,n¢i = CCS 0- /1 .
<br />1. STORM' PANEL SHOWN ON TINS PROE41G1' EVALLiATtGN DOCUMENT PLO) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE (C) TO slgDyp WDrst FuIN, i x•'r� u*,^ c . O sx„ �(kN 1: }��� .6� QD W
<br />( - T/a'! TAPCON ANCHORS, AS MANUFACTURED BY H.T.W. BUILDER. INC •VI U .4.,d (n +-A
<br />WITH THE 2020 (7th EDITION) OF THE FLORIDA BOLDING CODE, THIS STORM PANEL SHALL NOT BE INSTALLS AT HIGH - /14-10 PANELMATE FEMALE FD AND PANELAWE PLUS ANCHOR". AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. � "'^
<br />VELOCITY HURRICANE ZONES (MIAMI-DARE / $RDWARD COUNTIES). - t/4.0 LAG SCREWS PER N.D.S. ^+ V,
<br />DESIGN WAND LOADS ^.,HALL LE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED COt2E. FOR A BASC WIND - 7/16'0 x 5/8' WOOD BUSHND, AS DISTRIBUTED BY ALL POINT SCREW, BOLT k SPECIALTY CO. W U
<br />A F SPEED A5 REQUIRED BY THE ,tURffiDiCTKkJ WHERE 5T0RkC PANEL WILL � INSTALLED. AND FOR pBtEGTONAILTY ACTOR
<br />KO-0.85, USING ASCE 7-76 AND SHALL NO EXCEED THE MAXIMUM (ASD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2• AND 2- FOR ELCO PANELMATE PLUS O /'1�
<br />3. 9 THRLI 12 k 17. i& AND PANELUALE FEMALE ID.- O O .O V!
<br />IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LEADS DETERMINED PER ASCE 1-16 SK411 BE FIRST
<br />REDUCED TO AS:D, DESIGN PRESSURE RAYING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAIL (A.S.D.) C.2) MINIMUM THREAD® PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 111r- NO THREADED ^ 0-= _
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 1 9 THRU 12 k 17, 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. Yam. O
<br />WI
<br />IN OR" TO VERIFY THAT ANCHORS ON THIS P.E.O. AS TESTED WERE ROT OVER STRESSED. A 33X INCREASE IN ALLOWABLE
<br />STRESS FOR NO LOAM WAS = USED IN THEIR ANALYST. FASTENERS SPACING TO WOOD I4AS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS, INTO WOW SHALL BE AS INDICATED 94 THIS CRAVING = -- ACCORDANCE WITH N.D.S. 2015 Co O `� Co
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WID RE ANEE HAS BEEN VERIFIED IN ACCORDANCE WITH. SECT" 1609.11 OF CA) MINIMUM PFN1iTRATNMN OF WOOD BUSHING SHALL BE 5/a', 1/4. 0-20 SCREWS USED SHALL BE i 1/2- LONG MINIMUM � O >
<br />THE ABOVE MENTIONED CODE AS PER AMEMOW TEST LAS OF SOUTH FLORIDA REPORTS }10814.DI-0W AND jO219,02-09. AS SHOULD STUCCO EXTSF. AND 1• MINIMUM FOR WALLS WITH NO STUCCO. U) O
<br />0 E
<br />PER SSTO 12-89 k A5T1A E 33W02 STANDARDS, AND AMIBi9CAN TESTING lA8 SOUTH FLtWaOa REPORT jtf23.01-10 AS PER G5) IN CASE THAT FPECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BDARAS FOUND ON THE EXISTING •� �F'
<br />TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1$O4 OF THE N L �{/ t✓
<br />FLORIDA BUILDING CODE. WALL. ANCHORS SHALL � LORD ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ♦ A -2
<br />ANCHORAGE SHALL. BE AS MENTIONED 1N. C.1), C.2) k C.4) /V_�J � O Cu Q
<br />2. ALL ALUMINUM EXTRUSIONS TO BE SOW--TS ALLOY AND TEMPER (UNLESS OTHERWISE NOTED). SEE SHEET 2 (D) ANCHORS SHALL BE INSTALLED FOULOWAG ALL OF THE RECOMMENDATIONS AND SPECIRCATIONS OF THE ANCHOR'S MANUFACTURER, i /M '- ^-4 cl
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES 1.T1ALI. HAVE 3106-H94 ALLOY. 8.. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS 'SHOWN ,NR SECTION 1 THROUGH 8 (SHEETS 4 � -0 . - V )
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEER., ASIM A -SW GRADE 80 MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS® k(D SHALL NOT BE USED.
<br />STEEL DESIGNATION W/FY- SZ2 Mai WItR ROLLED), 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE, WHERE SHUTTER IS TO BE
<br />S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON SIM AS PER DIN ATTACHED TO INSURE PROPER ANOIHOPAGE.. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK ON WOOD FRAME
<br />004 58 W/ 50 "I YIELD STRENGTH AND BO Rai TENSiE STRENGTH AND SHAD. COMPLY W/ FLORIDA BUILDING CODE SECTION BUILDINGS.
<br />2411-13.4. 10. EACH REGULAR STORM, PANEL WK•H LENGTHS OVER 90'. AS PER SECTIONS 1, 2, 4, 5, 6 AND ALTERNATACS tW 3W k 4W ON
<br />SHEETS 4• S. 6 k 7 RESPECTNELY; SHALL tNA1 A LEGIBLE AND READILY Vi51Bl£ MATING LNSTRUC,7114 OWNER OR TENIA NT TO
<br />5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR A6N 304 SERIES STAINLESS STEEL. WITH 36 Wi MINIMUM YIELD STRENGTH, SECURE PANELS WITH APPLKABEE t1f8Nrr�RCEMENT DOING PERM OF HURRICANE WARNING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS'. 11, THE INSTALLATION CONTRACTOR IS TO SEAL/CAUL( ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT V917H
<br />THE BOLTING TO PREVENT W'84D/BARN LtiRi/SMN.
<br />(A) _ EXt-0 TA CON ANCHORS
<br />AS '.
<br />1/4'v TAPCQN ANCHORS AS MANUFACTURED BY kT.W. 8UILDEX, INC. (Min. r4-SiB2 R-A•1.) i2. STORM PANS. INSTALLATION 94ALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REC-ULA31ONS 0!
<br />- 114' It x 7/8' CALK-8R ANCHORS. AS MANUFACTURED BY DEWALT INC. PROVIDED BY THE JURIS(NCTXMN 'UTTER PERMIT IS APPLIED TO.
<br />- 1/4•m x 3/4" POLIO -SET ANCHORS. AS U`LSTTIiAITEO BY A13, PONE SCREW, BOLT k SPECIALTY CO. 13, (a) THIS PRODUCT EVALUATION OOOUMENT (PLEA.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />MITI. r<-3Wo .a.i. t ) P FOR A SITE SPECIFIC F'RQHECit L0. WHERE THE SITE CONDITIONS DEVIATE FROM THE RED.
<br />- 14-10 P T R i£ PLUS AN AS MANUFACTURED B7 {1CD CONSTRUCTION PRODUCTS.
<br />ANELMA E FIDYLE 0 k ANNELMA CHORE. ACMRED
<br />- 1/4'0 ZAMAC NALiN ANCHORS. AS MANUFACTURED BY DEWALL INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />At) MINIMUM EMBEDMENT OF 7APCON ANCHORS INTO POURED CONCRETE SHALT. BE t 3/4"; 2' FOR E1.CQ PANELMATE AIM BUSSED ON THIS PE.D PROVIDED HE/SHE ODES NOT DEVIATE FROM THE CONDITIONS £'£7ACEQ OH THIS OOCWMENT,
<br />1 3/4' FOR ZAMAC MUN ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRPDTI7R'S RESPONSIBILITY.
<br />A2} CALK -IN k SOLID -SET ANCHORS STALL BE EAHBLWED 7/8^ "TO THE POURED CONCRETE. NO EM!>£OMENT INTO (<) THIS PRODUCT EVALUATION DOCUMENT WILL 8E CONSIDERED WAUD IF MODIFIED.
<br />4
<br />STUCCO SHAG. BE .PERMITTED. 1/4' 10-20 SCREWS USED SHALL HE 1 1/2' LONG MINIMUM SHOULD STUCCO EXRS4, (d) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND t' MINIMUM FOR WALLS WITH NO STUCCO, AND MAT BE HEADED SCREWS OR ALL YHREA,OED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.)j FOR THE PROJECT AND WHD WELL BE RESPONSIBLE FOR ItdE
<br />BUT WITH WING NUTS. PROPER USE OF THE P.E.O. ENGINEER O' RECOm, ACTO1ti AS A DELEGATED ENGINEER TO I E
<br />RED. ENGINEER; SHALL SUBMIT TO THIS LATTER THE SIM SPECIFIC DRAWINGS FOR fW*-Vt-
<br />A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 0000 SUCH PANELS. W THIS PS M SHALL WAR THE OATS AND ORIONAL SEAL ANT} SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED IN ILI) AND IN A.2). ENGINEER 6F RECORD THAT PREPARED IT.
<br />(a) TD EXISTINQ CEMaCRF7F„ , YftRtj (yzTH C-90; IA. SHUTTER MANUFACTIRER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I, T. W. RLILDEX. INC. PANEL SHUTTER IN ACCORDANCE AM SECTION 1709.9.2 OF FLORIDA BOLDING CODE. ONE LABEL
<br />- 1/4' 0 N 7/8' CALK-M ANCHORS, AS MANUFACTURED BY OEWALT, INC. SHALL BE PLACED FOR EVERY OPENING. L49WNG M COMPLY WITH SECTION 17D9.9.3 OF THE
<br />- 1/4.0 X 3/4' SWID-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT k SPECIALTY CO. FLORIDA BUILDING CODE.
<br />- /14-10 PANELMATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELOO CONSTRUCTION P llljjf}f
<br />- 1/4. 0 MANG HARM ANCHORS. AS MANUFACTURED BY OEWALT. INC. ; �.....:..,, '?
<br />B.I) MINIMUM EMBEDMENT OF TN'CON ANCHOR, ELCD PANELMATES AND ZAMAC NAIIN ANCHOR, INTO THE L�CENS ✓,➢ FLORIDA BUILDING CODE Hen High YelGtclt Hu cone Zans
<br />BLOCK UNIT SHALL BE 1 1/4'. i -
<br />9.2) CALK -IN k SOLID -SET ANCHORS SHALL. BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. NO - •A4104`I 67 :1 02�0 L4R ' INC. 24 GAGE GALVANIZED 5TF:£L STORM PANEL,. OAAHH f
<br />STUCCO SHALL BE PERMITTED. 1/4" 0-•20 SCREWS USED SHAD. BE I Ilr LONG MINIMUM SHOULD EXIST. *
<br />AND r MINIMUM FOR WALE WTH NO mGCQ. STATE -} PRDTECTtOH PRODUCTS, L[.C. °J�OWO
<br />. ILT IE o
<br />83) W CASE THAT PRECAST BMW, OR [?REr6.Si CONCRETE PANELS, STUCCO OR WOOD 9L3A14DS i Fiyt F((}RI TMLTT Rn s.L IE,m. w.SWAN K4nw 4600 M IStSI.
<br />EXISTING WALL,. ANCHORS SHALL BE LONG t.NOLIGW 70 REACH THE MAN STRUCTURE !#HIED STJCH P �, �\ , 4Ww -,,ac w nND at-rN+ "law- {Iaa4NpB 3nN4 rAx l.)a -SM 20-175
<br />ANCHORAGE SHALL SE AS MENTIONED IN R.I) AND IN B.2). /ORAL FA-dODB7,0 -. 'm'"m - Dealt -
<br />Agip#1lIHIl I1NN P.6 SEN/9gNARAIE/IM,E WALiOtA 18.tA .IY'. Py + 11-1 ,I I I t W
<br />INSTAL TION �lETAiLS Ft�R REGULAR PANEL C1'�
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />POURED CONCRETEPWRED CONCRETE
<br />CONCRETE BLACK r @R CIX4CREDE BLQCK
<br />yx� , I , REQUIRED.
<br />CONCRETE ANCHQRS s CONCRETE ANCHORS
<br />(SEE SCHEDULE ON (SEE SCHEDULE ON VOTING POURED
<br />SHEETS B THROUGH to, ..T 17_1R � i SHEETS 9 THROUGH 10) Y.....9 C�� , ,• •
<br />" , 11r 11j1. �. 1/2.. T/4 RECITED. ] �._...6LWsim
<br />I _�T _ _.�� CONCRETE ANCHORS W+95 0 __ry
<br />yam/ E 1 EA , I �_. I SHEETS 9 1HRWGH 10 I (SEE SCHEME ON I J i
<br />'!� i I % f i i EQ I
<br />1 1 I 1 3 1 1 I
<br />+ I ,/s111--md• 1 t/4-F-20a• ' L E
<br />r--- MIn - ARkTION ,T- BatsS '. q tit W � Ep•
<br />SEP ON
<br />I
<br />TAD CiJL55. ._ r' t 819E f<W IWlWi 8yg itl CdA55. I TINE nW Pwel. I i
<br />EXISTING (SEE SCHEDULE ! REMIT„ bIX Y-e7 __ 1" m- ^ TO
<br />SCEDULE ! t _A Ott- Y-T} i Y I I
<br />I
<br />OLA55�'I ON 579F1' 3} - ? PANEL 1.E SCHEDULE
<br />I ON SHEET s) 1 IMin. SEPARATION I 1• lf.'
<br />I I I (SEE
<br />Oe SHEET 3) B 1 i1" H1oX. I TO CLASS, I PAWL LENGTH
<br />CONCRETE ANCHORS _ 4_�,�� A-- 0_ __._ .. L__ (SEE PANEL -') (SEE sci£DUIE I (SEE sCHEDULE
<br />(SEESCHEDULE
<br />THROUGH 71 T ... . I I I i ON 57NEEt 3) Lam_ _� ON SHEET 3)
<br />1
<br />1 i. OF 1` GLASu�e 9 1 ODSTNG� ! i
<br />py•-;�� I MAX. I I 56% i 01Jw" 1 11 i
<br />I Eb... `C�mm I 4.0-2mel IN.i9 { P j OF 'L" t (D 1. I
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<br />W e -a ,O. an ! if �j/' I � 7 i I I
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<br />%jr - 4 t<1E0.RAREFxN WASHER tIXSCaRw d CQhfCRE7£ BLOCK ! CONCRETE ANCHORS ._ v
<br />i
<br />(- ---' „ k , , I ,/4--m.I' a ,LS. W/ ,NUT REDCIRE'D. _ )v__ j (SEE SCHEDULE ON-" 1
<br />i tt T/2. 0.G SHEETS 9 THROUGH 10)
<br />-- 9 Min, �-- j W/ (D ONLY WHEN SOW
<br />,G LOrUI" � :� SET k CALK-N AN ORS i EXISTING POURED CONCRETE
<br />\:./ ARE U3£D k W/ WHEN ----OR CONCRETE BLOCK
<br />ALTERNATE CONCRETE � vWREn CONCiBifE CONC%7EIE ANCHORS j �� REQUIRED.
<br />ANCHORS OR CONCREtE OLOCit EWIum EO. STAB w/ SNP
<br />(SEE SCHEME CH (SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10)
<br />RUILILIT OWING WAkm L WALL MOUNTING p gECt�lQ4il�I
<br />SECTION I SCALE CN 3/5-1- SE 3/8-1" SESCALECE 3/8-1'
<br />.•' GEN '•'X s FLORIDA BUILDING CODE Non High Voloofty HIM acne Zone
<br />. -- f : • 0.44167 � lktata ex. 24 GAGE GALVANIZED STEEL STORM PANEL rr.
<br />ATE FNOM)Ij NATION OF SECTKNN5; ' * : * ' * m.ar.m� oAalr, en
<br />E.D. w EDGE DISTANCE L •E1:, 10 E_�we. mnT/Nm0
<br />c3` GLOBAL PROTECTION PRODUCTS LLC.
<br />(SEE SCHEDULE ON TOP 6t 80TTOM M(RINTINGS CAN BE y ._ STATE O F BARE:
<br />SHEETS 9 k t0) COMBINED IN ANY WAY TO SUIT ANY i'yp.N`'• ORIOP'•' - 'RH'`mM,,. w... >a EE OD\WLL FLW. 3X"4
<br />WAR2n r75
<br />INSTALLATION. 1 a'0..... G\ /T, 44-% er..: New m-ate .�. e'N -,Mr rH,c,E: (meN�a-zaNa. Frte (w4)Ne-m7 7
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<br />INMW ATION DETAILS FOR REGULAR PANEL (1 � INTO 00 STRUCTURES IN$TAT_[ON QUAILS FOR R�U1,� p$l��R 1 I�T0 WOOD
<br />ii!ITO"POURED CONCRETE OR CONCRETE BLOCK STRUCTURES /_ 0---•Q-S --- r
<br />1'j__ 4 ; ' -7-TV'- f 1I.. 1 _�
<br />. 1 SEPARK ON t i
<br />AANNCAORS L -'•TERNATE CONCRETE /I ___ '� %�(S�EE gONFDULE ON 1". 4(t t!4'r-ie.t' I�-(SEE SCHEME � 1/4E-ml 1 ,1 / ALTERMtE LEC
<br />i t 3 ,3 Noo enn I ON SHEET 3) k 9s. eOus. W i 4"xB" (Mfn:) EX18T8iG WQOD / /!J{// � i , �,--Y�MO"
<br />(SEE SL`HEIGONG ,E N £C DINS FJ05TING POURED (X%NCRETE j�5 f5 9 TlNROIIGNOU m) OR Ebi1CRETE oC9N OR ----� "`�,.. SHEET ,i) �.-`' 4L 3 /{y a ,/4• D.C. 1,.� i (,jam CAM REQUIRED. un- -/ 1 i l ' 1� 1 - L /
<br />SHEETS 9 THROUGH 101, REQUIRED. CONORM BLACK -1 REQUIRED. - i U i "j + ./ -- -t I �- , LB4SN NM9k 7-e) i.- CERTIFIED BW'YODO /J - I4{1 � /Cf) .�8
<br />EXISTINM. POURED `_ ,----ED. LOCATION
<br />LEG CONCRETE ANCHORS WOOD NFADER 1 ' ' z WOOD ANCHORS f ' f/ t ( I aig-•r �-T PANEL tiNC'M REGISTERED ENGINEER wAm To SN�u1sER ,f I4 (0 " W
<br />CONCRETE RELNIIR�-` I 1 (SEE SCHEDULE L7N REOORED ' /` i'•. I ( T 1 1 SHEDTSCN III .; 1 .
<br />Y /• 1• 1---. l I�. _ 1/4• SHEET 11) / 4 ai i H k �� II - ' i , 4't,• t9X WNmtB Rru
<br />SNEERS a THROUGH 1 Z /( \ 1 (SEE SCHEDULE ON I�D I L-0_. L- I INSTALLATION. f 7 WYD00 ANCNN9R5 AL7EftNATE WOW }I , tM.
<br />IM I
<br />MAX
<br />j °- i / /�V / sEE sCNEDULE ON (sEE sCEOULE oN > i-ir•ED� ,
<br />/ 1/4. 17 (MF-•. i ,t4'S,a 'OR t/2' 1/a. I'� I 1/z' , - Oj I sPAGER 01 ,/a)
<br />SLEET I1) 51ff.Er 1t) } L ... I i I '/Pm "LR
<br />1 - _...�� CONCRETE AtGFIORS t27a,r BA Ms. so" ON
<br />q RUT I IMA1L _�_ /� :T f l• t ._�_..,�_..�� WOOD HEAD£$ `.. i.� I f I EO M E 1 MAX. / O ! t/4• ij i , j (F . 1!2• e u ,/2. O.a
<br />(SEE SCHEDULE ONI" ,/y _� 1 J ., H I REDUIREO 1 _ _
<br />1
<br />0
<br />I
<br />i MAX. ER / '-_.----._ q WOW HEAD
<br />It �.��� SHEETS B THROUGH T0) i I /,Y fin' Eb. %r I i (M n I MA I i I C __ I I �} REQUIRED _� CIO
<br />1 8 ( 1 i i 1 NEAn can I i _ ' I 4 i - % , 1 1 ( ED I , _�{. I . E%IStta1G $ I �'' ! I j 1 1 41-8b1'a'ND e0.IS
<br />I \.:1 T I E.D. w e B 1/4' D.C. , m T 1• 1WN. _•, H
<br />1 I i % r 1 PANEL LE14GTH i I 01 I i { (i [ II_,p �p1' MAX. LONG ALUMINUM SPACERS O I2 ,/2' OtA55 I � wow ANCHORSN 1( S I w • W ,/C Oc. =3 CIO
<br />EXISTING e 1 i C. , I H (SEE SCHEDkA.E i t I , I 'C'70.C. (SEE TABLE f13 LkiSHEki 1T.)
<br />GLASS -9 I 0 I i 1 i D I I Mkt. 1, A, 1
<br />t ON SHEET 3 MITI. ' E I !. I ' SEE NOTE - BELOW FOR UMTTATONS FOR I 1 . SEES 11) i Ip I I
<br />1 i ,/4Y-2tki• I y�^JJ` I 1I / Min. 1 FOR SPIEEIT 1 t 1 i 1 1 i8P- 1
<br />p 1 - 1 i SEPARATION t ... I REPARATION i «L• MIA%. 1' MAX. 1 1 1/2- LONG SLE00M HSEPARATION I _. 1 i .. Y.,7" i 1 i
<br />F-_. >_:_....__ __.. eaHis.. w,® I I 1 I 1 ON E'T5. 4."' . PANEL. aNWH. I I ( , I ?y '.' tAA35;{ E' _. I I
<br />1 TO GLASS. i f TO GDAS:.. 1 PANEL. LEN41N. s D(t
<br />A {U!E FCAMWral I - rL ON TO GLASS. I t/4•A•�MM1- i (SEE SCHEDULE - t/4i-2m,t• 9 S, t0 (N1LL 1 (SEE SCHEp4A.E 1 1 (5E€ SCHEDULE p1
<br />1 = SEA ',.1 . " (SEE SCHEDULE ON I ss. t g W I ON SHEET 3) 1 _. SPACER FOR I ) ON SHEET 3) E___ LL !__. z I 1 ) AMU" w. � r MGn. SEPEMIE (IN TXASS. O
<br />1 ION. i SB. eOUe 1r . 6y E O3 SNEEI' S 1 ON SHEET 3) T ' ION SHEET 3 LE I - _. r/4ry- F I '
<br />101 _-.}.- .- ._� SMELT 3 1 f Al D+ . I 1 __. .._. ....... M u` ,w T ,/4'.,=na..,• " ...>__- PLiPS (SEE s(Y9EOUlE oN SNEEr T) _. .;.w _... (3)--,-
<br />:, 1 I I PANEL MATE FF3rAM.E m 0R PANEL.MATE
<br />A ,.,.--_, ... _6 L__ „ t ° i' ON SHEET t/, w,WXXt` 'L• ALAX(.
<br />I 1 PANEL LENGTH L OLSE RAPFrWL 1 Max. I' 'Y'_ .:v....- _-+,. (IeE tOR PA¢ ! L-. ._.: SILL BEATS W + i"'" . .)_.....,, I - l L'l i F^ ',-- =FOR NVSL f i 53. Wa,9 PANEL LENGYN
<br />L L.= (SEE SCHEDULE I-._ .� _�,..,�:::-TyF...... ,. _-.�F..-.-� LDaiN - Y-0 PANEL LENGTH 1 ,BORN tABR ) N C `_ __.: ,VM.:=__ : - (I._. v.: J I Min. I I�� I L(,\tL,
<br />4 .e1__ .. I 1 LISNRH osv Y-a1 -Ar FA r'1
<br />_: -' '°I ! I r Nm 1Wma q I SEPARATION I -_ i -__ I--__.._....�_..._._.v... � _- , =I=--.:. {uE Ten EL (SEE SHEET
<br />3) yL
<br />TO GLASS. 1 SHEET s) DCAS.a (Od SHEF_LED 3 �H -_. .� z -I HAFSn+ AFA _ ' i GL SS- *...Ef S ;E 1 PfATE RiklUli D I . fi` _ - t ( OU3l)£ N,$L,I
<br />1 _ RICERS„_ I `._ - 70 GLASS. I 2`x4' WOOD ---A 1 1 `-"-' --7 i T teAax asN Y=Y) (#N SHEET 3}
<br />tl
<br />(SEE SCHEME �� i I r I - i I�QN sHEEr s) I 1 DIRECT MOUNT W/ SPACER v i �� 1
<br />I ON SHEET 3 I of 1 I 1 of 1" I j i F` __ r f I * I (�.TERNATIYE 2W 1 F _ r
<br />9 4 i MAX' -f l �,�% i MA%. j %' 1 1 i 1 _ V.'/ ;, € ( i I,1--1�--tf5� ScuE 3/8.1- I I g0z i T11-
<br />OF 1'
<br />--� I 5G ! L.�J O 1122 T/2 OC SEE MIEI /T ON SHEET i1 FOR MAX. PANEL. LENGTHS k I i 1 N NIX. i }R
<br />I _ SPACETt I I I 1 5074 L__ %+ 3t H
<br />. I C 12 1/r Q- I i _ LENGTtI I MAX.1 1 1 OF V I EO j I ` 1 4 \ F I p i Ep' ..__...1_..�.__.� ED. OF 1 MA%. A .Q DESIGN LOADS FOR THS MSTALLA7ION. I� 1 _
<br />I 1 `I f r a)
<br />, 4'+-xm1• I ; 1 I � I _ I I 1 Q 12 iJ2. O.C. - I EO _ • f� i/2.
<br />1 i i I 1 �.� @ i I i i
<br />I ) - i EA¢eaiTs L i -;a C j O 121/2 D.C.! { E4- f. .( NO KNISH! I i ! } �T/4N m.,
<br />CONCRETE ANCHORS - I W s a 1/r tlz. WNCRETE ANCHORS `- _ 1 I I EDT- �!-J___
<br />!.RItOLYED TII EQ - j HEAD ears11
<br />EX15TIN,T PO (SEE SCHEDULE ON' L'g : + , L Ii ---- p I ���i a iN• ae�.T (SEE SCHEDULE ON _.�___...._._._-r y I qq E €1 I I-.._��,.-_.1 1_ I ��i'}�,- CONCRETE \ . . � � EDGE OF WALL OR SLAB SHEE(S 9 TTNR(WGH tQ} SHEENS 9 THROUGH TO _ 2 I/W LONG MAX ALUMINUM I i i '1'-'-STAGG ANCtii7R5 *)l1Cff.: __.. I I 1 1 "" 0REQUIRED �,.:1 0 _t.--._-i I L 'I STAGGERED w/ STUD t____ 1 T
<br />ALT. CONDITION) 3 SPACERS e 6 i 4" O.G. VAJO FOR I t, (SEE SCHEME ON ` w Iwv t 1/Y WN¢.0: I I -L
<br />W
<br />ISRMC POURED CONCRETE '; i ALL DESIGN LOADS Alm PANEL � "`~, � L!1 1 ,� ,�'XB" WOOD ... PLATE 1 i � I`
<br />CtllIC(tfTE i 0 CONCRETE BLOCK EXISTING POt% GONCRETE , s LENGTHS PER SHEET 3. I ] I ..! ,I i D SHEET IT) (t).BrelMunmN a IeMLD m A wE STOW 9NMIDINB3 WIND rS-D" CK REQUIRED )I I ' WOW ANCHORS
<br />REWNRfO. OR CONCRETE BLOCK . _ I �+^q� T• INC. LONG +u.UNWIM SPACERS O PLAT` WOOD ,�,1.-.= ' 1 I ! i. ` ',?i *SKIT'€ a ;f I I t; ��!�l
<br />' MUI NGN:ROOF MHIn (71a1 16 A teSUIIiA%NN flm1F Her WOGO ANCHORS `---- REQUIRED Q rs ; I +t `"�'gEE SCHEDULE ON
<br />(SEE SCH[RXUIE�0 0-
<br />REQUIRED, L03I PLATE WDLARED = a } I If H 1 1 , I alIMOEM¢ lfElplT OGPoKNRY NOMATFD ON 9Fa2T ,tj, (SEE SCHEDULE ON f 3/4•----._� ' '1 i I SHEET n) cu
<br />SHEETS B TMROIGH 10) i:.F' ,z 1/2• O.C. (SE€ TABLE /1 ON I , 1 I(_ . waOD ANc140RB rUK IIPAMTVk TO 6 I� i l i ,^ 1
<br />1� , I,.. 2"x4" WOOD ,.....,...- _ -. -._._ t i II I I J
<br />SHEETS 9 k t 0.) S t STAd1QERED W/ STUD aN gtiffr 3 ANY 9E f1EONOEO 10 t 4 As } f A' � (6LATE REQUIRED III) ANOtHpIB GOVBi'17dw OOIPaNI3I1 6A (RITES. YAtE TRNNL nt OR STREET i t) 6
<br />1 1 1 " I .. (SEE I t) LE 4N LINO AA 1NE FCO&WMND GOGDmOFffi ME x -._..ate.. I...__ PNEL MITE iM, BHMD. BE;SPApEb M\IR/ULM AT a r/a' o.C: '�i
<br />b i f I I. ( SHEET T r) fA AS EIRk �!:1 RE "MCI*tl FRAM I2 I/2' = GRADNG ALLOWED O R -
<br />CEILING AND MQUKING -OUT NTING { 11 1 I ^y (1) mimmuI# ASO # lw:T �2° Mln: -... e_L__. '
<br />mm
<br />SCALE 3/8-t• SCARE 3/8-/' .._, ..._b,''� ' Di MAXARNt sRRu PANEL LENGTH et 00 0 RWWXWM RMM ttsN= PANEL LENGTHS ON 9 t- U)
<br />srxE 3/8-1" 72.• SCHEDULE. MOODY „) CEILING AND FJ ff -EdLLUI[NTING BUILD -OUT MOUNTING CIO
<br />WALLMOUNTING (» siaM PNEL a srA,AnGa I orar (<)' aWMaar LOW SK40 w INDROVED aN NATIVE 3W
<br />INTO AN MING ,WOOD mAE WALL. SCALE: 3/0-1• ALiEB ALTERNATIVE 4W �_
<br />ALTERNATIVE. L W A" MR Wrm 2ONEN 1, 2 AMP 3 AS OAEMw r AM SCALE 3/8-1' IIIILAN SCALE 3/8-l" In
<br />SCALE 3/8-1• (4) INSTALLATION WN» ONLY FOR WIND E_I01 ASH DE m2o (Tm OXIgX) ar THE FLORIDA L . A T} <y4
<br />, ,j" i A: TIZI ,yy i AW3 I. 2 k 3 KR AS M E a ; A. Tlj OXID" CODE A `,}CEN, j`�� - ui
<br />enHuuA ,Mae-aa Mw+ANAu
<br />`1........ ,, e •'.,., ....ram ems:
<br />xs'�:'' �}CENS�.'•.9y'ss FLOIDA SULLWNO CODE Hon High Valoe Hurrieena Iona �` � % Tc •; ` FLORIDA BUILDING CODE Non High Vsloci HtvYfeene Zone _ : *.• ND, 44167 's FLORIDA BUILDING CODE Nan HI h Veioc Hu cone Zo,» 2
<br />s t y - INSTALLATION ARE ONLY VALID FOR MO. A.S.O.
<br />", amxc tAteDO. M0. r.a. 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D.
<br />_ 0. 44167 ? 24 GAGE GALVANRED STEEL STORM PANEL NOTE FOR CO B�TLON OF SEC➢ONS: t : NO. 4416% . S ' Q tom' We' 24 (HIDE GALVANIZED STEEL STORM PANEL rj. 1 DESIGN PRESSURE RATING a I AND PANEL LENGTHS = s maxt tm�EDo, we 24 GAGE GALVANIZED STEEL STORM PANEL r'r.
<br />• ORNIW en DESIGN RRESSURE RAiiNG jR•9:f) AND PANEL LENGTHS = TOP k 80TTOM MOUNTTNGS CAW BE (..) Q
<br />z * . * s atWN a PERDINEpEi r STATE OF iNVdW er
<br />* - = *' * * a - `"` - _-- -- m/a/xm INSTALLATION. ANY WAY TO SUTf ANY 2 WOOD FRAME CONSTRUCTION: WOOD ' O•N`• 'cC0 �'�'f �` �w 07/2+/m10 Z
<br />E.D. - EDGE DISTANCE NOTE FOR SFM10Ne: =o:, $SATE O-�' ,,,.a ollsr/mm TOP &BOTTOM MCRINflNG5 CAJ BE AS PER SCHEDULES ON SHEET 3 (E)tCEPT FOR
<br />_-� iL G O IINc. GLOBAL PROTECTION PRODUCTS, tLC. wTa COMBINED IN ANY WAY TO SLIT ANY ALTERNATE zw) ; y., STATE 1�T C Q Ube GLOBAL PROTECTKN PRODUCTS, TLC, MEMBERS m BE sauTHERN PINE Na a. W/ sPEe1F1c �I I�IIIe. GLOBAL PROTECTION PRODUCTS, LLC. am
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTTNGS CAN BE %�pN' �,P/54
<br />�,nun AmDLWf,Jr. 133jS11w NSTALLATFON. ._+L( ,elo ew. a, mxT ti+ �OitTWur k ANr N sW 61 "SHEETS 9 k 1O COMBINED IN ANY WAY TO SUIT ANYORIO Nt aHowltWl DENSITY OF 0.55 OR EOUAtt.. , z
<br />4t`mawA .,Fw S9M ,xHar NAIADS,n SSLw 20-175 2. F"OR NEW WOOD FRAME CONSTRUCTION. WOOD t4„,I V xm MW. AN. WA aI. tOWt a N01w G\ML FL 33Ju <YrrNH0INHHIN - NLW. St.9r a>e. 4YNxM n AIw OiaW.'. FL, a33t4 20-175
<br />20-175 >+... tN-,XM . M1, A an-1m, P,m,E: IW,H3mW-7N8. TIN. (asN a -oral Q FId. , fMw 4ri"s AN, , PeO w,-TW PrldG DfaA}!tl-7auL rAx: (m64J88L-e'FW7 r ..rtmr� (WE.Jtl�-7ata, FAX; (� 41FWw LAID// .--m w-.r-. MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC } N +H... .m.,s w.iNSTALLATFON. 11 DAWWKN xa / •.•••...• «ANe WN*. ,.rew Nm ozAFANG Na ""'cA-o0n' `LED ----.-r-- rNs .v.w rF amWwa W>
<br />r8m7aa J
<br />Oxw O,eWxw wm. wA,..
<br />AINIE1R91 6M,NATOtE/DA7E wuEW A1Mera7lmm- PE .. Nm u , DENSITY, 4F 0.55 OR EQUAL. AArrM1iNL TUNElDAtE M1L7rON-bowls
<br />A 7�0.UT7Y,Wb, rE , r r.c sr+ulMOM,iulENnre FeL' A .I.., rc
<br />SHM s OF IS 4 , 7 , 3„FF.'t 6 Dr to 41
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<br />SHEET NO.
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