|
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<br />Ya
<br />1C OUp TON
<br />oONdt .
<br />41,12M70
<br />+ea0 -75-3
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<br />a 9//r
<br />OOLUD •
<br />Y. A "It.
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<br />2 7/0'
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<br />.s.•. �.1 1..• ..1, 1
<br />&AUTUMNS ANCHM SPMM FOR L D. S 1/2' ••
<br />MFY[ARB 10
<br />0o1W■MTON
<br />Or �t
<br />wmw
<br />1• a
<br />043
<br />PIIEf3{JR[
<br />NA1M10
<br />1.
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<br />PWCLVM NRWI a
<br />R9lIMY PLUS
<br />N "Weem
<br />10 "NoWn,
<br />10 copmxm
<br />m Owe -am
<br />eQO. -16.3
<br />Ir
<br />N/AN/A
<br />12'
<br />N/A
<br />lr
<br />N/A
<br />I' a r (TOP)
<br />70' ON LESS
<br />IS'
<br />!.*3•3',•6•J'sates
<br />'`N/A
<br />I=
<br />N/A
<br />_.
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2-
<br />I1'
<br />2' (sorm Q
<br />r
<br />N/A
<br />6 1/?'
<br />N/A
<br />♦ 1/2'
<br />N/A
<br />4 1/Y
<br />N/A
<br />3' (10/)
<br />12"
<br />R/A
<br />12•
<br />N/A
<br />9 1/2•
<br />, N/A
<br />/ 1/2
<br />N/A
<br />3' (BOTTOM)
<br />12•
<br />N/A
<br />1?'
<br />N/A
<br />12'
<br />NIA
<br />12,
<br />N/A
<br />4' (TOP)
<br />12'
<br />0'
<br />lY
<br />• 1/Y
<br />12'
<br />11'
<br />12'
<br />11•
<br />A' (BOTTOM)
<br />• LRCM TO ILO Pal. I.S.D. OCRO1 PPE MM MTNC,
<br />ASIX 04M At rat A"CNM raq A 9ACW0 MR sevaIA"m 9P0 HOOD
<br />FACIE M W&
<br />MNMN ANOWR WAD" AW WEAN mK o mm am IaKAtm ON nO
<br />SWO" FOR c.a IaB I" 19WAM ON own" "mum ANCHOR vmxe
<br />M YUL11lYMr fPAL'IYa r10I■1 WI 9DNImA[ N WIO 1HE ►OIL;MFAOIOq, ryI
<br />THIS WOW*" TO K P09BRL IIBNICan WV=G OITAHM US O TAM SHAU
<br />NOT BL USE %* ImAAN SPAOM 00070 FOR Col ANOIOA SIPS a
<br />Mac" Lww
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<br />UIO-N
<br />1/41 1/41
<br />01111-r
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<br />RWII■YAII- o<IwNI■ 100
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<br />I
<br />3
<br />3 1/2 2 I
<br />4
<br />ROdI
<br />-- r
<br />140
<br />3 ,
<br />mif
<br />ILO
<br />1
<br />+ HEWN M .. DISTANCE 1ErAM 101110AI Or PANTS 1
<br />AND ® t0 BE. l/r
<br />1
<br />1
<br />++ 1l[OMAE W., tMYAHDT BEII■F[N BOTTOM OF ►AISL
<br />AND (1)To x 3/Is, 3/,r
<br />COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE t/2•t')
<br />10.IW (TOTAL SA M)
<br />12-W (EFFECTM wDTW _ - ,AYE .•
<br />J.
<br />----4 I/NIL' (GYP.).------... - H f .STar .121y' 7m•'� _l10 *JM •�p'
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<br />1,aeo'-° ✓ 1fl�1 00 .1M" t I DA^R WOWAm)
<br />N 1
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<br />MRIIOI w IOIIBaI•a , .BILL'' gyp. 1.oYr •
<br />---
<br />-- ORAL A ,.3w• STORY PANEL f t.iw• - ITN A A :.p00'
<br />Ai1E AI6a GYP, 1
<br />i
<br />AMSUS SMALL WE MWW" ALM17
<br />PROM LDT TO MW W/ I/e LED
<br />M DIN AT LUT UDC OF PAIR �2 "N" FIE/1DFB O3 WFa TRACK O4 ANGLE MAIN STUD
<br />TV. w n� °me 0m.)
<br />ENDMIWf/ Y La• I . pAUANCZED Sign
<br />r/ mDikwm /00E '{ 'S.
<br />rAMHR •
<br />40.W
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<br />- I 1 ( -©
<br />22w - 1 IEOMMIC VIEW DETAIL A �,aT T .�.p... - 27D !-wHEL 1 OR
<br />ROUNDED CORNERR • ENDS OF PANEL'S _ M7
<br />' 2.37e' CND LP w MESSED EDDE. 3 5"nErAff, -1
<br />�13e / I L east
<br />1 M[A•E/ MA■A�r 1ytSMaep f n
<br />3,7l0' D72• I 'al )•TO°' O 3105-Ni54 rO © KEY HOLE AT PANEL --. 7m• -.
<br />TITS' •SEE SHM I FOR AIDRIONN
<br />.790' Ala' UWAU Ifi R AEM LOOM IS 1 r.
<br />-.125• t__ ONLY WD TOR NawiAmr IRO
<br />f-
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<br />.-_._._._,• MOIL 10 S• Me.: '•'--__-.�.
<br />® SL�E�EVE �t w MAX _ ?DDo __ 1
<br />MUMS• _._.3.000•...]!4 AR9%, ® A i " • 1 /
<br />-- E EA.. !k/l L W
<br />r- .J 1' .•0e' f J ,�QO' .L--__ ..)s7s• �LP;: �CEN, •:'••' (LSE ONLY FOR WISTTEEA) WO-76ALALUM. µLoSTORM t PANEL
<br />_
<br />I.I»i• 2.1 • ` P f ,.,m' olio• 2�, _. No. 4416T FLORIDA BUILDING CODE Non a VI,Ioa Hit ante zone
<br />q
<br />1 x01 123 (} i PS, Mai. O t STATE OF `am A=k M. 24 UK WLVAMM STEEL f(GRY pun a�;'w,
<br />m SEOImNs - -- �•- �°' %9 A' /��I/AA� W/»A ero
<br />L MIN •'�• I�IRa• PROTE.. IN rYEEAYEfY HiP�ATG
<br />N6N0 LL M
<br />• C/ 4 Mao M<III�'tF<M16. m �pso,-M x0-178
<br />1® R�UI�LMD.MNFEAT Arm © BUILD -OUT "r TRACK ©! ® WASNERM WINONUT .•+....� «� MI..W AP
<br />TRUZ (ZAMAC 3 ALLOA.•099N9
<br />OLD •t=AAiNWYWFitaE IK A i Pl 1 • MQT T O N
<br />CONCRETE ANCHORS
<br />(SEE S0IEDRAE ON--�
<br />SIEYTS a nIROMmN IOTt
<br />COICIE][ IEWXff: '•
<br />INSTALLATION DET ILS FOR REGULAR PANEL C1�
<br />INTO POURED CONCHETE OR CONCRETE BLOCK STRUCTURES
<br />ALTVVM *ONO"
<br />(�E�SLYHE AES EDI O1
<br />vW06 P001E0 CONCR� � lIHEEIi 9 11IIOUCM 10)
<br />OR ODNCRETE BLOdt
<br />KOUIIm. tt...a.A -ALTERNATE LLG
<br />i,.__..
<br />._. _.. ) CONCRETE ANCIIONS ._..-.._._.,
<br />(SEE SGEOLAE ON
<br />BHIEEIB 1 THROUGH IO)
<br />-41
<br />LAW-
<br />- ? PANEL LOAM
<br />SCHEDULE
<br />f
<br />ON SEP 3)
<br />MUAl9 II
<br />1
<br />1 �
<br />70-
<br />of t•
<br />,
<br />MAX.
<br />314
<br />4
<br />Lb
<br />I
<br />O/2• Q4
<br />t
<br />L.
<br />CONCMTE SIGNET$_ _ _
<br />OF WALL OR SW
<br />SSNNEETS B THROUGH 10)
<br />CONDITION)
<br />CONCRETE AuGaw
<br />Cm ScHm"
<br />B$mCES 1 THRO GHOM 10)---
<br />xAut 3/h1•
<br />E.D. EDGE OWANCE NOTE FOR COYBWAlY1N is gErTl,us;
<br />(SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY
<br />WSTALIATION.
<br />r = ,-ilCrNlI' 1L " NM
<br />H i Ifi, LL M GAIT
<br />• ,1 1/r GIG
<br />I 1 y'•i0•'
<br />1 zRi,10 ILO. 1
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<br />I
<br />SGEDU ON
<br />9HEE1 S)All
<br />SITS
<br />LLM
<br />1 ' - pi fw NNt. V fame.
<br />ii+f liL:•�
<br />MISS POURIDD OONCR FTF 99WC1 _
<br />RECUM.
<br />cONDIET[ ANCAD�yR19
<br />L7a %11EDUILE ^Y
<br />SHEETS 9 THROUGH 1
<br />hR
<br />TO MAN,
<br />WN OSEEM[ uuE
<br />1A. ,_.
<br />(SEE SCHEOULE
<br />ON Low 3)
<br />1
<br />""�11.%,
<br />; {
<br />0 ------
<br />- L _---
<br />-. t ED
<br />UD I SIMCXRBox
<br />'L'
<br />VAX.
<br />CONCICTt ANCHORS
<br />1--®
<br />(SEE StlEOULE ON
<br />SHEETS a rwoou t1 10)
<br />J . 1
<br />/�
<br />b. { p 12 1/B' um MAX mmumW
<br />SNNC[)K f 1 4' O. VALID FOR
<br />_
<br />CONCRETE
<br />NCII BLOCK
<br />EMPIC
<br />-
<br />i IC"Is R SHEENS. PANEL
<br />aOEEiLODIt -
<br />R[OUR®.
<br />t' MIL LORD µLOMW 9PAC016 •
<br />12 1/r O.C. TABLE Ft ON
<br />9N0[rt e r +bJ
<br />11CAE 3/a.l'
<br />INSTALLATION DETAILS FOR SERIES 2000 &
<br />INTO EXISTING WOOD
<br />Ia•4 r
<br />1000 E-Z HANG STORM PANEL (l
<br />STRUCTURES
<br />1/4.9 LAC SCAM • 9• D.G W/
<br />x
<br />�' \
<br />we TICIaWII • oG. W/
<br />, I/2' Y4.. IIIEJm(D PDETM1mN
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<br />1 //2' W ,1AaA0E0 PEMETUAT1011
<br />,
<br />AIJLT to ON FDO1
<br />70 EPSW WOOD .IAKA.
<br />\`
<br />` 1
<br />EMI. /1�.1• I.Y.S.
<br />�!
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<br />�I�11 IRE 0[tK 1/24 a
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<br />MIN OWA<A► Ly
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<br />OF
<br />4 FUG[ At 9, m00 Ny
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<br />• 100 PttaiWAt10N • 12 •
<br />)I000
<br />WWOODUITH.EOLI■IE0
<br />MT 09 ON [DOH
<br />t. i""ALUn0113 ARE ONLY VALID FDA •ALOf1ES IMAM ASS. S EONS
<br />UP M .96.0, -73.3 W PAC PAM S LO OTH UP TO S'-, I .
<br />I FOR NEW WOOD FRAY[ coNsIRDDIXl WOOD M UdM m BE %011111014
<br />PDX ft 2_ W/ vuvx Dow" OF D." on 19At
<br />SUSSCL SF[G,IOA AIm IEpMEHi1 TOP O 0MXAT TOP 0Ir[[
<br />Itt[LL M PAEt COI4/CCTmHN ro TAACNS ® ON At II . BULL DN
<br />lam an 2O00 IMOMN LLlAT1VR ON lIDIT
<br />I
<br />t0F A enTrw WNNTPOS OM, R COINIWW N ANY !
<br />WAV m GMT NN 0 0-MAM
<br />B
<br />: 9nr LPa
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<br />Not[ r S MO1 TWIG- NOT MOWN r4a C\ANIY
<br />POPrAv
<br />ELeNY
<br />.......
<br />No. 4
<br />3'. STAI OF r;;ti�i
<br />LAB Sam a 9•
<br />wK Tlwso m PMXflR1I1oN
<br />ITB6 BOOB •RAOP-
<br />A ,Yl-sues..
<br />^Ir EA END or
<br />C a T.L I/T. •
<br />1IA'I LAC SINUOUS • r aG W/
<br />to Comm wm NLNLVM Pod7fkRnM
<br />D4A1 t /Yh/[(Na/A'. NN
<br />Art ♦°I: TLC.
<br />IOTA FIYI--
<br />[-� • OL Do of
<br />(w 01I SIN a
<br />/1 7' IRE 1HRctiHEp PfM7MWGN C D
<br />1 r ma a Nr tlua
<br />GATT on ONrOD AI w
<br />still
<br />r0lff m! I No
<br />LUAUAIM
<br />ALTERNATIVE VW
<br />SCALE 1/41-11
<br />4groo "Jim .Nc 20 GAGE OALVAND'.EA STEEL STORII PANEL v
<br />mww IN:
<br />GLO
<br />PIroTEcnoN �looucis, u�
<br />IL�"'�eu
<br />.Bm XW A W,ul
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<br />)M-TAM w: 4
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<br />ION-pmFHIII MMNY,
<br />WWI
<br />A Jra PL MIRI W M w
<br />i /4, 3/4, 4/5. 5/5 A 5/5
<br />NlY SRiEi1E P LENGTH "0 SCNEDULE ONLY FOR REGULAR STORY 2/4 TW/6. 2W/9. 3W/7 k 41
<br />S INSTALunw INTO mur" ETE CONCRETE ■LOCK t WOOD (t) -Y WIT- s1aTs i 1SCHEME IN -- -_.-- - r MAX
<br />BUGLE ..MELT Ci1tY� AT EACMI I MIN. • WNi
<br />AT TOP OIL MTIOM END 11FRNI TBeCEit M-(Y). A e m O e
<br />gent TRActEs_(I anCef • jppECT M-uwrEO AT ■Aral t2N0� D.M..�2 ,Q, 4 , rT'I-�-r r 1--r-r�-,-r-rY a ! r r-- T-r-r�-T-r-H-T
<br />MAXIMUM PANEL LENGTH
<br />L+` OR NL-- (ft.) Q
<br />MAXYMIY
<br />PACSSIAS IN11111
<br />(P.al.) (• w -)
<br />coot" a ww0
<br />IMAUATUS t
<br />2a0
<br />IJL-0'
<br />U'-0'
<br />no
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<br />31Do
<br />ST}.O
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<br />to'-O'
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<br />1411,
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<br />6 r
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<br />e'-9•
<br />e'-•r
<br />ei.o
<br />e'-r
<br />e'-o•
<br />MR
<br />6'-s'
<br />a_ft'_
<br />100.0
<br />e•-r
<br />3'a
<br />nao
<br />-
<br />a•-r
<br />1 FAO
<br />r e'
<br />ne.e
<br />r-r
<br />MAXIMUM PANEL LENGTH
<br />NL+' OR 'L-P (it.) 0
<br />MAWYMM SSA.
<br />Pekes MT"
<br />0.0 (+ w -)
<br />CONCRETE a w000
<br />MMAATOW t
<br />ISO
<br />I!• -to•
<br />I f1=r
<br />!AO
<br />ASO
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<br />� �7•
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<br />r-71
<br />S-Jo-
<br />FOOD
<br />r_!•
<br />I�--r•
<br />I PAO
<br />-
<br />e'-11
<br />rn.o
<br />--
<br />r-To-
<br />r114
<br />1'-e
<br />mmmm S[PAMION TO GLASS SFANmULE
<br />W M
<br />PANEL(N1)
<br />00 [PEED 4 SM I
<br />WINDSP® > T70 ft"
<br />LIINOTRANm
<br />,IES,RNNED
<br />IIWESIMVNED
<br />RESIIWIED
<br />>o OR LESS
<br />/•
<br />,•
<br />•'
<br />5 1/4•
<br />>13 tD tq
<br />1'
<br />,•
<br />7 1/2'
<br />7 1/2'
<br />>90 TO 145
<br />,'
<br />1•
<br />7 l/r
<br />) 1/2-
<br />>TAB m IBL
<br />r
<br />r
<br />-
<br />7 T1Y
<br />&MMIUM PANEL LEMOTM hn1 EOM A OWN, UMNITINO CONDITION
<br />TGP
<br />pIRf.C7
<br />IIOIAIT
<br />T•
<br />HEADER
<br />1U•
<br />HEADER
<br />I.r%, l•
<br />AMOLE
<br />.F.,
<br />TRACK
<br />MORE[ N
<br />"F' TRKA
<br />DIECT MOUNT
<br />4r
<br />32•
<br />37'
<br />33'
<br />BS'
<br />w'
<br />SO•
<br />4
<br />15•XI.6' STUD ANXE
<br />Sr
<br />I 3r
<br />32,
<br />SY
<br />4r
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<br />4@hj I
<br />_tlIIj{
<br />LRIBOLIED N41
<br />PANELS -`LYE BO,Tm PAE1S w/ 4/-20.1' j
<br />� � 11 SECTIONS AS, r , (SEE MSEC SECTIONS A8 • EA OVDItAP
<br />I I
<br />D.M.. 30. ( ,
<br />_ L -- o- --- ; 4' ..3 4 4 S S t 8 3 :
<br />®org _-1.J
<br />,...,.M• MIN. .. / 1' NIA
<br />2/4 / . .
<br />1W/!,/ xW/6. SW t SWUM
<br />(SEE SCHEDULE ON SEETs 6. ,O aL1).._ -
<br />REGULAR STORM PANEL 6) ELEVATION
<br />2.Nr 1411 S. I/P mill. aw
<br />r DIN OWOLAP •1 WIE WALLY) r-
<br />DAL
<br />SECTION A -A
<br />N.TS.
<br />Mom
<br />D(1) l4: wMWKN µl ARE IALo WW FOR A °ROT POWN ASS. OEM LOAD.
<br />L- M•a iAlEl LOOM FOR A END/ KOATAE AS.O, DESIGN LOAD.
<br />(21 FROMM To *[WIN" WJM N PANEL LDNDTIR
<br />OPEN A POSIINE ASM, D1SM LOAD. OC1o1MIIE MAU" PAIR LOAM 'L.' FROM SCHEDULE.
<br />1M A WOATAE SSA. 0!'SION LEAD, MM MK MAW" PAM MONTH "L ' FWOI 209VAL
<br />;M MNWUUM ALLDMe01E PAHEL LDW" N MIA mr MOM M KTD MD PWn Utwom
<br />B[iN1EN v AD
<br />(3) SEE SCMU E IRLD• FOR WN. AANEL U NSSIS FOR POR090Y QUALIFICATION.
<br />xOTAlLA710Ns 9Lm wOm ARE NEED 70 s 99 P•u. MAX ASS, Dow PRBWIK RAT"
<br />4. 10 A ,I FTRI MAX. ASA OfaIWU LOW a SIN. AANO. umm FOIL
<br />SPµSR 0
<br />FLORIDA BUILDING coo[ Non High Welooftft Nurrleone Zoned
<br />* j'rA
<br />T :T amI nTEa eB 24 GAGE GALVANIZED STEEL STORM PANEL omm oe
<br />' ' T• s1 L e. PROTECTION PROW% Uzi
<br />ORIOh R 7-�-_- .ABB Ba N WW
<br />LsF�'fs. /J �+'Iv .A r a tr a'�<. TaN■ wM[. A. mu
<br />"'4VAy� Alli •••• 6 / ••«. ow+�+-- woe oINXw-TRIM nw: DAERR■-9+w-�WANTB71bc
<br />1 el•>a A 11W A, IL Seattle, I See •- >MIQI a w N
<br />INSTALLATION DEWLS FOR REGULAR PANEL (1)
<br />INTO WOOD STRUCTURES
<br />•,- TA ' - 'T T T
<br />_.._.-, ;_- .-_Eml MI10N
<br />I
<br />t DOD 7D OAR
<br />WANCHORS (� �_.9GEDtRE ... _ ,p1L-fe.r
<br />41 9cNEDWE ON �/4
<br />6.L1DIT'MIi61P ■Rn E ON SHEET 3)
<br />{
<br />• , ��
<br />' , -i 1
<br />' ['L-"li,-•i -- -_ __ -----...) PANEL ulam
<br />M000 / .. • `
<br />w000 ANCHOR!
<br />.. 1 i (,TEE SCHEDULE
<br />D
<br />,LWt: 4lEEi 11'LLE am ;
<br />ea SOX
<br />• /2 ', I
<br />- - { `'l am t 1
<br />t100D �" �r�I
<br />I MAX
<br />, ; H
<br />i
<br />I�
<br />ED
<br />- {
<br />11• MAX. LONO A AAMW SPACERS 9 12 1/2'
<br />'-®O.C. (SEE TABLE /i OM SE4gT 11.)
<br />1 -L�-q•� IHi FOR
<br />f [ 1 i� I
<br />EEPAMIIDN 'A,;/ 1' MAX. � 11% LDNG YtEV6S.A/X7N5
<br />To GLASS. I PANEL LFN- H PANEL UDWTH I
<br />(SEE SCHEOULIS I (BEE SCEDLIE
<br />(SEE SCHEDULE ( I .
<br />1-IV111D MATE FDIISE O OR PANEL MATE
<br />p1 tLMtEI ON SHEET a) I- _ _ t __ ON SHEET 3)
<br />-. '
<br />1 �►faHr N ;k(-. i , I.,.
<br />I ELLS (TRY lodfEOUIL ON SHEET 11)
<br />1a aa■Ar _
<br />0.IOUs-__hm I Milt 1 ! It
<br />i I ', 2•.4- WOOD..-
<br />1 f..... _ �' ERtmH(�__ro mASS.
<br />... ------ _._, ., GLASS (SEE
<br />SHEET !) PLATE REWIRED
<br />1 1tFER
<br />I
<br />1 SOME 3/1.1-
<br />1 (D
<br />50Y I.�--•' - , -1 •1? ,/Y o.c., SEE TAKEAI ON SHEET 11 FOR MAX. PANEL LENGTHS r
<br />-
<br />MAIL A3.D DESIGN FOR THIS NSWUATDN.
<br />i 1 OF V ED . �•• LOADS
<br />,.�' 11
<br />1 , 1
<br />041
<br />f \ i �, I;
<br />.. ._ I _.. WOOD ANCHOR$ :k* YIDffr
<br />1 11 i ii • (3 w11FD1A[ lfA00EJE0 W/ STUD' Wk= ►A M IS, 1/r MOW In
<br />H TRI ITS
<br />{ 4 >iIBGJt: $RI[E7 11) (1)1ritMLAWr W UBM 10 A 09 NMr WALOM tOH jr-r
<br />24A• WOOD MIN r9w WBr R- rWltrxs s A He1WDwoY Fwl AN
<br />_ rG _ -
<br />PUTE REOLIR O 4 omm Horn Y Mo"= IN "Or I II.
<br />_MOOD�
<br />M% STUD 11 W. vOww x m am [mmMm 3 1 A. L •i I TILL' WOOD
<br />aN a YW m At ": + W ANO = a" THA OOrown r ppwWp�,, Mae IOW[ r A
<br />lS�AaGOtFD Ip" , PUT[ RC)OIIIIED
<br />I •- Y _ .,_
<br />(SM ICE ON �Wn(a� AK p - Mpc Flub a4M1 R wVom rAAIMaIA At B I/r QC.
<br />vimo0Y1I1b WeM (MASS ■ A ROW6TIpM FROM ft I/r Q0. vm" Slow ON
<br />,)
<br />,I
<br />(1)
<br />i AM FYI FwOItE
<br />,IMelo cµ wk 94 Va RVAL in" W Lava 10 w a AN OOMW
<br />_..:. 1 l ..._.._ • A ommmNN mm vimPALL LOAM ALB® ON
<br />DO W)WA $mr F IM LOOM a
<br />WALL YDUN1 OQI „)
<br />ty✓ M IO[•
<br />.O,Cbi►.a1M01atImL (D) ,INKY A14 9WOLLApL r DMY a II 143 1 W ba601 OWMW ON, At DKL K .amain OY
<br />Oro .N tXB11m WOOD [HIE [WL SCALt 3/0-1- B BEfNWmM OF I ,/r LOAD we= M IO OLV
<br />ALTERNATIVE T W ,ARID NO Mm m0 1. 1 MO a A0 OOmw M am {
<br />SCALE 3/0.1- H) ■OOUAWON MAIM ONLY f011 IOW Eµ� WN E1119 AN THE SOO (MIA Mao O M RAM%
<br />i].p A•M[
<br />�}Ea A.
<br />Nam. �!?�VCEN '% FLORIDA BUILDING CODE Non High Woa1 NMMNfOm zone)
<br />N= FOR cOIMNMLTY]TN OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. No, 441HT 'ojD XM06 AK- 24 SAID[ GALVANIZED TORT STOIBI PANEL TA'
<br />DESIGN PRESSURE RATING (p.LR) AND PANEL LENGTHS * * : * O9rNN Bn
<br />TOP A BOTTOM MOUNTINGS CAN 133E AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR _ W/O/sm
<br />COMBINED IN ANY WAY TO SUIT NWT ALTERNATE 2W) 7$'% STATE O I Q IMB. PROFIN PROM)C f u'r" OA[:
<br />INSIALLA71ON. O ., FjORID AM SIN. 91 WNW
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD S;••... �'"� Wpw)w rY a 30lBN)tBB.a7n 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC /. .•,re .,tt:e.4r
<br />DENSITYOF 0.95 OR EQUAL,MAN[ awt:1BA, r2- WARM ft11R7
<br />6 v it
<br />GB40ML NOTES
<br />RILL^irlr.��lw fY�Y Et ,W1s t�< 9Yilk
<br />CC)Fit rb00�1�(�•3mLF'r DROTY a - D.S6 1"Ji.
<br />1. STORM pAN11. SHOWN ON TIPS ►ROOSICT W7ON (P.FA.) 00(XIAE)IT IfAS BEER t/[itP1[D FOR fMMP11ANCE IN MCCOROANCE
<br />EV11
<br />/4'6 TAPCON ANCHORS, AS MANUFACTURED W I.I.W. BA JDEX, NC
<br />MAIM INC 10110 (7N EOtTgfQ OF THE FLORIDA B1eL0910 CODE 7M$ STORY PANEi BFW1. N01 BE wS1ALtID AT 19pN
<br />- 1/6-10 PAF16W1E FDYLLE 0 AND PANELMATE PLUS ANOOM AT MANUFACTURED OY ELCO C wm6 C•TON FROOUCTS,
<br />V[SDptt HURNDAIE 20N[:9 (MAW -DAM / 1R0aw COUNTIES).
<br />- 1/4.0 LAG UK W8 PER ND-S,
<br />DESIGN WADS L BL , OF A BASIC MWO WAD SINµ DETERMINED
<br />PER SECTION L09 M ABOVE MENTIONED LADE. FOR
<br />- 7/16.6 . 0/B' TIDOO BUSHING. AS DISTRIBUTED By AL POINT SCREW, BOLT a SPECIALTY m.
<br />FOR
<br />SFQD AS ,EWWm M THE ARtT3DICION WHERE STORM PANEL WILL BE INAAIID, NO FOp A DAAYC110NALTY FACTOR
<br />H
<br />KO -OAS, U SM ASCE 1-16 AM WALL NO EXCEED THE MAXIMUM (AS.O.) °ESION PRESSURE IW314S wDICAIEO ON SHEETS
<br />C 1) ONM1R1 THREAM PERMISSION INTO WOOD Of TAPCCN SWAM SINLL BE 1 1/2• AND 2- FOR ELCO PMIEUN7[ PLUS
<br />3.6 THIRU 12 A 17, 14.
<br />AND ►ANEIHEE FEMALE 0
<br />IN ORDER TO AEOW THE A104 CONDITION, UUMATE DESIGN AM WADS WDUWIED PER AS" 7-14 SHALL BE FIRST
<br />REDUCED TO Aso, OESIRE N "NEMRATING BY NULTPLWC THEM BY DA IN ORDER TO COMPARE Imm W/ MAX (A -SO)
<br />C2) WOMUN THAEAM PESETIWTTON 01 LAC SCREW. 01110 THE WOOD FRAME UNIT 94ALL BE 1 1/2'. NO THREADED
<br />DESIGN PRESSURE MTI OS 06D0rA1[D ON SHEETS A 9 TrMU 12 0 17. 1/
<br />PENETRATION INTO STUCCO SMYLL BE CONS CRU) AS PART OF THE RDDOM IWKAOED PENETRATION
<br />IN ORDER TO VERIFY THAT ANCHIOR" ON IIS P.EO. AS TESTED AM ROT OVERSTIESSCD,A Sax INCId11fE N ALLOWABLE
<br />STRM FOR WIND LOADS WAS VZ LAW IN IMP ANALYSIS. FASTENERS SPACING TO WOOD HAS SON OErOWNED Of
<br />C.3) MWANIM EDGE DI'STANC[ OF LAB SCREW. IRO WOOD IRIS L K AS MOK AYM IN MIS DRAWIIO
<br />ACCORDANCE WIT" N.MV 2019.
<br />%TOM PANEL'S ADEQUACY FOR IMPACT AND WINO RESISTANCE HAS BEEN VERIFIED IN AC ORWCE 01114 NOMA 1609.1.2 OF
<br />CA) U9MW Pop,TRA M OF WOW BUSHNO SHA L K 3/8-. I/V 9-20 SCAM USED TALL. IM 1 1/2- LONE MOIMNUM
<br />THE ASM MENr10NET CODE AS PER AtAERCAN TEST LAB OF SOUIHI FIARICA NONNIS #01114.0T-01 AND /0219.02-09. AS
<br />SHOULD STUCCO EXIST, AND 1• MIIMNIN FORT WNAS MATH NO $I=,
<br />PER SM 1?+99 a AST11 E 330-02 SYMDAR05, AND AMERICAN TSSTINO LAB SOUTH FLORIDA REPORT /T123.01-10 AS PER
<br />TAS-tat AND fA5-203 PROTOCOLS, AO AS PER CALCULATIONS PERFORMED IN ACCORDANCE w/ SECTION lea a M
<br />C9) IN CASE TMAI AEGLSI fTON[. OR PR[F/tS7 CONCRETE PANELS, SLEETS OR WOOD WARM BE FOUND ON THE fW4IND
<br />WALL. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND RICH PANELS.
<br />FILOIHa BUILD IG COOS
<br />ANCHOIAC[ SWILL IN u W"ONED IN C 1). C 2) It C.4)
<br />Z. ALL ALUMINUM EXTRUSIONS TO BE 0063-TO ALLIYY AND IENIdt. (UNLESS OTHERWISE NO1ED), SEC SHEET 2
<br />(0) WIENERS 94AU AT INSTALLED FOLLOW-@ ALL Of THE RECOMMENDATIONS AND SPEM MIONS OF THE ANCNOR•5 IAANUFAC1UI11I
<br />3 ALL ALUMINUM SlREI METAL 119FO AT CDWIRFS SHALL WIVE 3106-0I4 ALLOY.
<br />0 PANDA MAY ALSO BE INS'MUED NOINEOMALLY FOLLOWING INSTALIXON °[TAMS SHOWN ON SECTION I THROUGH 6 (SNIEYS .
<br />4. ALL STEEL SHEET METAL PANELS SHALL MADE STRUCTVRµ OUMIIY STEEL. "'U A-653 GRADE w MANY, C-w GALVA IZE
<br />THROUGH OOLY9T THAT HEADERS® a® S1WL NOT BE USED.
<br />STEEL OESIONIATIGNI W/AL'. 92 2 M (METER RO(AED).
<br />9. R SHALL BE THE RESPONSIBILITY OF THE CONTRAOTOM TO VERIFY THE SOUNDNESS or THE STRUCTURE VACK SfIR7EA IS TO BE
<br />5. ALL SCREWS TO RE. STAINLESS STEEL 3a OR 318 ASR SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN���0
<br />gISUR[ PROPER ANCHORAGE. THIS SHUTTER 94AU ONLY K ATTACHED M CONCICTE BLOCK OR W000 FRAME
<br />wolfs W/ 51'X1MI 0 1.1 D STRENGTH D w W GTH TDOLL STRENAND SMALL COMPLY W/ FLORIDA BUILDING COOS SECTION
<br />241 S 14.
<br />10 EACH REGULAR VM M TUNNEL WITH LENOTW OVER 20'. AS PER SECTIONS 1, 24 4. 5, a AND ALT[iNATM9 1W. 30 A 4W ON
<br />SHEETS 4. 5, 6 a 7 RESPECTIVELY; 94AU HAVE A LEGIBLE AND READILY VISIBLE MMOIWC OOTRUCMm MMER OR TFNAM TO
<br />6. BOLTS TO BE ASTM A-307 GµVANM STEEL. OR A61 304 SERIES STAINLESS STEEL. WITH 36 LAi MNWUM YEW STRENOTN
<br />SECURE PANELS WITH APPLICABLE IIFNFORCEYEW OMC PEN= OF HURRICANE OW"
<br />7. AN00RS TO WALL SNAIL BE AS FOUDWS-.
<br />It. THE INSTALLATION CONIRACTdt i4 TO SGL./CAULX ALL SHUTTER COMPONENT E°OES WHICH REMAIN IN CONTINUOUS CONTACI WON
<br />TNC RACM TO PREVENT *SITE/RNN wnnrAm.
<br />(A) TO p�IsilNc POLIRtn [lI1CREIS.
<br />- ,/4'9 1MmN ANCHOR" AS MANUFACTURED By I.T.W. mAOEL w (w. I'<-3192 Pe...)
<br />12. STORM PANEL MWALLAtION SHALL COMPLY WIN SPECS INDICATED N THIS DRAWLED PLUS ANY BLAMING AND ILRMD REGULATIONS
<br />- I/4. 6 . 7/0• CALK -IN ANCHORS. AS WN6ACTL111ED By OEWALt INC
<br />PROVIDES) WHEREOES) BY THE ACTIOWHEREPERMIT IS APPLIED TO.
<br />- //4'9 . 3/4• SOLD-Si'F ANC/TOR" As °ISUBMIIED BY AS POINT SCREW, BOUT B SPECIALTY CO
<br />MA. FL•SIRO P.S.H.)
<br />13, PRODUCT
<br />(a) THS PDUCT CONL ATION DOCUMENT (PR (PLO) PRI PARED B7 THS DKIR IS OENU"c AND OM NOT PROVIDE INFORMATION
<br />- 14-10 PANCUMATE FEMALE 0 A MUATE NDPLUS ANCHORS. AS W^FAC")RM BY ELCO CONSTRUCTION PRODUCTS.
<br />FOR A SITE SPECIFIC PROAM i.e. WHERE SHE SITE CONDITIONS DEVIATE PLOY THE PLO.
<br />- 1/r6 ZA AC HALM ANCHORS. AS WMAAMPED BY °[MALT. INC.
<br />(0) CQWRWMR TO BE IIEAPO6ME FOR THE SIDECTION, PURCHASE AND INSTALUTON NCUIONc USE WM OF nos PRODUCT
<br />A T) IAPCO" ANCHORS W'10 POURED CMICJIEiE SHALL BE 1 3/4'; 2' f011 [EGO PANEIWIE AND
<br />BASED ON THIS e.E.O• PMMDED HE/SIN[ DOES NOT W^TE FROM THE CONDITIONS DETAILED ON ties mxu%ENT.
<br />CONSTRUCTION SAPL'IY AT SITE 13 THE CONT■ACtOR'S RESPONSIBILITY
<br />1 1/4'U OR ZAM C IL
<br />1 3/4" FOR IAMK NNIIN ANCHIOflS.
<br />A2) CALX-N I,OLO SOLO -SET ANCHORS SHALL BE EMBEDDED 7/0' INIO THE POURLD CONCRETE NO EMBEDMENT INTO
<br />W THIS PRODUCT 1\NL00il10N DOCUMENT WILL K CONSDEREO AWNUD N MODIFIED
<br />STUCCO SMALL BE PMAMW. Ile 41-20 SCAEAR, UM SHALL BE 1 I/2' LONG UNMUM SHOULD 51VCC0 EXMI.
<br />(6) SITE Specific PRGI.CTS SHWA fE PREPARED 0Y A FL.ORDA PromPED Ekowm OR AYwrcy WHICH WILL IEFAME THE
<br />M FO
<br />Alb t' MMU R WALLS WITH NO STUCCO, AND Mat BE HEADED SCREWS OR ALL THREADED SCRCMS W/O HEAD,
<br />OCKM OF RECORD (E 0 NND .7 FOR THE PROJECT AWHO WILL SE RESPONSIBLE FOR THE
<br />BUT WITH WING NR•
<br />PROM USE OF THE P.E•0. 04GWO OF ACCORD, ACING AS A DELEGATED 04WA N TO THE
<br />RED. EINI.TNFEI, SHALL SUBMIT TO THIS LATTER TIE SITE SPECIFIC MORES FOR AMR.
<br />A.3) IN CASE ISLAS PRECAST STOLE. PRECAST CWNM PAMLS, FWVDIa, STUCCO OR WOOD BOARDS K FOUND ON TWE
<br />EX,SnI.G WALL OR FLOOR. ANC"M SHAL.t. OF LONG FMIOSI TO R[/CN THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />(4) THIS T.E.O. SHALL BEAR /NC DASH AND ORIGINAL. SEAL AND SIGNATURE Of THE PROFESSIONAL
<br />ANCHORAGE SMALL BE AS MENTIONED IN AI) AND IN A2).
<br />ENOEETR Of RECORD THAT PREPARED IT
<br />OA MJ395DNI1. CQ1=E ASni C-m
<br />14, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VSIILE LOCATION AT STORM
<br />.Am-wmA
<br />- ,/4• IS TAPCd/ ANCIIDIIS w IWIUFACTTJRED81• I 1 W� BUIlOEX, INC.
<br />PANEL SfUrTEA N ACCOROMiM WTH SECTION 170a.14 OF FLORIDA BILON6 CODE. ONE LABEL
<br />SHALL BE PLACED EVERY OPOImO lA6ElIN0 TO COMPLY MA09 WITH SECTION 179.! OF ME
<br />- 1 /4. 9 . 7/6' CAA-N ANCHORS, AS MANUFACTURED W U[WALT. INC.
<br />FLOR S �LDING O •
<br />- 1/411 X 3/4• SOLID-20 ANCHORS, AS OSTROM BY ALL POINT SCALW. BOLT A SKCW.TY CO
<br />- NIA. 10 PANEUATE FEMALE D AND PMWD ATE PLUS ANCHORS, AS MANUFACTURED BY CLOG m1iTRUICTION 1111/
<br />- 1/l' 6 TAIAAC ft-AM NICMOM, AS M~ACtURED m DE I. INC A. ON
<br />'vCEN
<br />:TAUS
<br />MINIMUM EMGLOMEM O' TAPCON ANCHORS• Elm PAMELMMES AND 2AMAC NAJNN ANCHOR, *(TO THE
<br />FLORIDA
<br />&11LDINC CEDE Non High V•INH9I NIAf1C/m• 2oM
<br />ROCK UNIT SHA L BE 1 I/4•.
<br />SLR
<br />1.2) CAUI-w a SOLID -SET ANCHORS SMALL BE EMBEDDED 7/r INTO THE CONCRETE ROCS UNA- NO 'I9(p44
<br />NO
<br />T
<br />�1W0 ~«P' "L
<br />24 DACE rAALVAIIQED STEEL S109M PANEL
<br />OMw M,
<br />TTUCCO SHALL BE PCINIXt .. 1/4• /-20 SCAM USED SHALL BE I t/2• LONG MINIMUM SPOUID EAST,
<br />All I• MINWE M FOR WAILS WITH NO STUCCO. •p STATE
<br />� LTE C
<br />LOBAL PROTECTIWI PRODUCT[, LLC.
<br />wm
<br />9••• !.
<br />B.a) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS % - `ORI
<br />REACH P •..
<br />- _.
<br />'�
<br />O MI.
<br />+Fro F,R 11
<br />0K n.. Sur
<br />2O-173
<br />N IE
<br />ExlsnnG WALL ANCHORS SNAIL K LONE DHNXRPN TO THE LEAD sT1aICT0RE LEHNMD SUCH �•
<br />ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND IN e2) F/oNai �VLN
<br />...�LA' . - HIV
<br />-� '�IBM
<br />w WE I4N)1■e-714►MW oaN.. e7H
<br />�A M..
<br />ANIMt11
<br />rl Sf.N/RW91WLA[/WIRfiw
<br />A .Y.MPt
<br />MTO I wit
<br />COM METE ANCHM
<br />(SEE SCHEDULE ON -
<br />CONCRETE ANCIIOPS_
<br />(SEE 91CIEDULE ON
<br />SMELTS 0 THROW"
<br />L • • ; I • L :all • : • . JOIZJ al • -•1 :
<br />,
<br />R2EDWE - __.. _ • 1.• Mom -
<br />PANEL LENGTH
<br />I (SEE SCHEDULE
<br />I ON SHEET 3)
<br />_ ,r OF
<br />�- :-
<br />I T
<br />1
<br />MAIM
<br />n
<br />W •■, as
<br />-W'142,111 to
<br />® I •-ICI-!--LOLL ,/4•-mw ILL al At an
<br />_. _..._ • 1• Afn. >•. • ,2 1/r Olt
<br />ALTERIII CONCRE% ' I�_pBSilm TN)URm mNc1aTE
<br />ANCHORS OR HANCIIETE BLOCK REWOI
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THWAM 10)
<br />9uAE 3/9.r
<br />L0.. EDGE DISTANCE
<br />IJM
<br />(SEE SCHEDULE ON TOP A BOTTOM MOINOS CAN BE
<br />SHEETS 9 t 10) COMBINED W ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />ANCHORS
<br />SHEET 11E
<br />B(SEE somax"
<br />ON SHEET 3)
<br />I..
<br />...-..N....�IR
<br />6
<br />1
<br />_
<br />!.. ...
<br />PANEL UD*7H
<br />1 ( E
<br />ON
<br />E7Ig11Ni.11
<br />i
<br />! i
<br />i
<br />SASS Y
<br />I
<br />Soil
<br />'
<br />or IV
<br />VAX.
<br />A M"f
<br />1
<br />i i
<br />w c`�iElt
<br />;
<br />• 1� I/2 o.0
<br />OONCR stock 1
<br />1
<br />i I
<br />CONCRETE 11
<br />semw
<br />ssNDTs a Tmvuc;mOM ID)
<br />3/SI
<br />i
<br />-------
<br />A. 641NIRM10N I 1' W..
<br />(SEE
<br />SCHEDULE
<br />PANEL LE1NM
<br />ON scMEoui)e i
<br />- (sEE SIC mIAE
<br />--L._._ ON SHEET 3)
<br />I
<br />1
<br />pl�
<br />,
<br />.,.
<br />-' n....�
<br />APPLIfJBIE);.
<br />O-ECR61E SNEERS .._. V
<br />(SEE SCNEDIIIE OM
<br />SHEETS 0 TNROLMN 30) '
<br />W/O ONLY WWI 9000}
<br />SETA USED
<br />AA POURED
<br />AM DM/ Wt1EN .-..=
<br />ACQUIRED.
<br />PANCUA
<br />ARE
<br />JI• • ;TAM L1
<br />!�•fli•i: �•
<br />INSTALLATION DETAILS
<br />J 7
<br />FOR REGULAR
<br />PANEL �i
<br />INTO WOOD
<br />1E0
<br />I
<br />Ee'I
<br />Y'
<br />-®
<br />`Ill
<br />-• .'
<br />�D HONORS
<br />(8[E SCNEDIAE ON
<br />ALTERNATE WOWA11OIQa)L
<br />(SEE SWEaNE ON
<br />I
<br />t• YA. -
<br />411' NDI W/IY HIfO
<br />1LLarw on
<br />/
<br />SHEET 11
<br />SHE[t 11
<br />�.
<br />}
<br />_
<br />r1
<br />.✓ r"01r'm,'`
<br />••
<br />'
<br />1Mo.
<br />-7---'- _�
<br />W000 IIEADELI_
<br />RLOURWI-
<br />T
<br />/'
<br />__�.__..
<br />__M
<br />NO/9 p�
<br />1
<br />1
<br />MOOD METERSsew
<br />✓'
<br />y' I \
<br />1
<br />•
<br />I
<br />(sa SCHEDULE ON
<br />t11
<br />11)
<br />i,9nSti+o,.y,•��I9
<br />j
<br />1■ w
<br />1
<br />I MIS. so%rxm To
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<br />II
<br />f
<br />i..
<br />,'
<br />tr-� --
<br />N1A1tM•'I
<br />YNW
<br />E•• (SI'1 SCHEDULE
<br />[
<br />OM S
<br />I
<br />L
<br />1/.4.BP1• v
<br />a A� PAM LENGTH
<br />M roa 1 .L• �,Ay
<br />PANEL LENGTH LENGTH
<br />(SC SCHEDULE
<br />i LOOM 001 7•eT ON SHEET 3)
<br />II 1 7 •.•. tf .111.'.Y
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<br />NOTE FOR COMBINANICIN OF SECTICM: 1. INSTALLATION ARE ONLY VAUD FOR MAX. A-S.D
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