|
2- - - - -- - . I Lt
<br />I
<br />r
<br />°�'�Ai
<br />Amm'°
<br />D P•
<br />(acE�
<br />a°m°"
<br />ca1oN
<br />+ALA. -75.3
<br />m• Olt in$
<br />2 9/Ir
<br />skim •
<br />T', r. X. ,71.
<br />211kXW
<br />+660, -76.3
<br />7C' OR LESS
<br />2 7/4'
<br />SOUW •
<br />C k 4•W
<br />MFAWIED FROA19�0TTPA OF k WNGNT AT OYMAP ! 40% OF PANEL LENGTH
<br />SD.
<br />MWRY AAOOw w41A'4 FOR L a 3 tK '•
<br />A9Pummmut t4
<br />Pe*IAmm
<br />or "m
<br />PANEL
<br />Loom 1• (1L)
<br />1,
<br />TIPDOAw
<br />GlN-wN
<br />Pwawn "au 0
<br />PAMMMWE PLUS
<br />m CGACRM
<br />m GCALTEtE
<br />m CWAILeL7[
<br />to OwICLEI[
<br />BLOW
<br />6a0, -75.J
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />1r
<br />N/A
<br />1' k 2' (TOP)
<br />70' on LESS
<br />il'
<br />3"P
<br />to.
<br />3•
<br />5'
<br />4•
<br />S•
<br />4'
<br />1•)
<br />,r
<br />r
<br />12'
<br />6'
<br />6•
<br />r
<br />6•
<br />6•
<br />i ex7TraA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2•
<br />1,•
<br />r (BOT?TRM)
<br />r
<br />N/A
<br />6 I/2
<br />N/A
<br />4 1/2•
<br />M/A
<br />♦ 1/2-
<br />NIA
<br />7 (TOP)
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />9 1/2
<br />N/A
<br />• 1/2'
<br />N/A
<br />3' (BOTTOM)
<br />Ir
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />4' (TOP)
<br />lr
<br />r
<br />12'
<br />9 1/2•
<br />tr
<br />it.
<br />12'
<br />1t-
<br />4' (BOTTdQ
<br />y UNITED TO •L4 pAJ. A.S.D. DESIGN PRESSURE RATING.
<br />ABU MELT 26 FOR AMMM TYPE k SPACING FOR NwMMA1Gw PTO WOOD
<br />RMHE OWNS
<br />M RIANA ARCHON SIWCNOS AD MINIMUM UK 061YICE AN A I INS) ON INS
<br />SCHOOL FOR Ca US "LAM NDICA M ON SM"W" -1 11 X ANCHOR wWONG
<br />& WLTIPLNIS SPACING LOIN ON MNMM N "E IOLLOOM FXMIL MR
<br />no OPIUM" 10 IN PONKL NW2%OD SPACING Comm "YIN fww SNAIA
<br />NOT 6E LRS NNW OMew SPACING I16A'A1ED FOR C40 H ANCHOR TYPE A
<br />AN@IOIw
<br />a%611IF111"
<br />, 41
<br />1/4Y
<br />1 , 1•e
<br />I/4Y
<br />TAEwI
<br />POW
<br />awlF•R
<br />AUK ANaNI /Aar 9-4
<br />3
<br />a
<br />J
<br />3,/0
<br />wr6eMr CbArR4 9•i
<br />a°'� aPSAN V IIAI
<br />3
<br />3
<br />J
<br />1
<br />3
<br />a
<br />4
<br />IwRYL im
<br />tREtaR
<br />3•
<br />140
<br />-
<br />1,00
<br />m
<br />3
<br />1 IAm
<br />+ MEDURES M_ offmm 6ETwOM BOTTOM of PAILL 1
<br />MD ® to BE 1/r lllm4
<br />I
<br />I
<br />++ MODIBM,S III OW ICE wwm BOTTOM OF PANEL
<br />NO ® TO SE, 3/16' H 3 it
<br />COMPONENTS FOR REGULAR LIFE SAFETY 8 E-Z HANG STORM PANEL SYSTEMS
<br />(SCARE 1/2-17
<br />�•----,S.I2S• (TOTAL WIDTH)—er---f
<br />- .- 12.500` (EFFMIK wIOTH} - -- i --.lar I 1 4 v /..
<br />Ci-__•__.�..._....a T/4'rrNFa-,.Z r .,-,r-'d .r2b' �.r-;---'.M°RL1l9'''�.
<br />.SOD• •` t"''Ir' r--1 1.350' �ibW ° ow tE ( 10` 4AAt• wt IEVwwED)
<br />ALLM
<br />1 OW
<br />�°0 ` A A o.024 1A4 11wCK b 3.3yS 1.sit' 1 a
<br />EDGE o" awn Aegis tom. 1 ' 2.' j D°`' i l o1r L 2ea -
<br />c-6omkALlr. EO.',� j 2.1t3• r _j
<br />!�BETANL A 4a Qe4 (--1 eW--' (;w)
<br />p) sroRM PAfffL I -------------- 75 J
<br />,.J66• txr-- KTAIL A -- �'--2DOr-�
<br />AW[Ls wwL 9E swTALALo ALWTa L-2.36Y---
<br />N$9 Do At LEFT SM 10 ow OFF Nwa 2� WN' NEAR O3 '�" � O4 ANGLE WITH MW
<br />r` 1TP )
<br />AAF15 DO UP
<br />°M"O' GALVANIZED spa
<br />.37e'-- • i
<br />w/ ABHI6en EDGE
<br />_ n•NMr
<br />..ns asis a 2e4 r
<br />e.625'
<br />1MM.AC-7"BNt. W I�l7 ��� ♦ V(OR
<br />2.250'---"w. RYWI■NMAitDR,..,aH AEiMA#IAL� .T33'lu 170. -Mdx
<br />r� ROUNDED WOMEN 0 M O' PANEL'S '
<br />.95E •['.,
<br />r-ML.W1
<br />j fHe LP W/ HEA°ED EDGE. L •62S'I .125'
<br />(N.TS)AUAffa
<br />T.
<br />''. 2.5W'
<br />3 D72• I M, (,Y°drP) tw' ® 3KEY 154 HOLE ALUM. ALLOY O KEY HOLE AT PANEL - •7s0 ;
<br />11g4' .Eir C •SEE ,RUED 9 FOR 4 ITIONAL
<br />UDIIGT
<br />A91' •.'J •75r LWYATer f NIL1R IEKOTH !s 1 r•
<br />L s7e �fE� 2 E IRA 126 WO wn INswunaN Nr4
<br />u•v , e./x f- ••..(ITy.) WOOD M7LWRYtAIUES.
<br />I Ii N•00� ` 6.
<br />III '-^,w +--�L 7DOG -�1 2.000• j 3.750-
<br />/•� 12r 2.OD4 A •a6r�
<br />t-11r / V�I.CAo"• cm)C f
<br />O7 M AHA HEADER Q it HEADER � �)
<br />-I" AM To S• Mm.
<br />1w M Y_ --2.OW*-.'
<br />® 1 i 1j* TRACK ® PAN�E/L!_HAMM
<br />.374' 1•'-'SLOW .J64 ...I - a6e7- . F p; T �C (i 1.F i. WtDEi
<br />Q�' (USE ONLY FOR E-Z HANG STORM PANEL
<br />a 1�656` 470' +ITS' 3. �10En�` ' 7 SYSTEM) 60S3-TIS auM. A.L6Y
<br />t.rrr z ! t 1s2S Lew
<br />.121
<br />SEE SECRDAIS - M° . •2w
<br />z000'--• MIN.
<br />.mr
<br />® 1H�}�11i�p/Ay-O��U�yET�NS5AM"Lr• J�4 sump -OUT MFM TRACK ®t ®(� 3 p yfiNaNLrr
<br />JLDOI/O..®i6W
<br />Hex.
<br />OIGNI
<br />IEDULE
<br />GET 3)
<br />OR SUB
<br />)
<br />N ) 11 .1
<br />i(4i a':F
<br />E.D.NOTE FOR COMBINATION OF SECTIONS:
<br />EDGE DISTANCE
<br />(SEE SCHEDULE ON TOP t BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 R 10) COMBINED N ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />9
<br />PAIS LEwOTH
<br />(
<br />fFOR
<br />SEPARATION!
<br />OWN $TEEN 3
<br />SPARMIR(D
<br />..TO
<br />GLASS.
<br />(SET SCUEED
<br />1
<br />ON M
<br />1/4Y-abl•
<br />ON SENT 30
<br />i 1SHE
<br />- SPACER
<br />ION i
<br />_
<br />qs
<br />ENGWNEwu
<br />a°1-!
<br />Soli
<br />CONCRETE ANCHIDR / +� I
<br />(SEE SCHEDULE ON
<br />SHEET S 9 THROUGH H 1000 Y--f O I2 ,/r LONG MAX ALUMINUM
<br />�J ° 6 1 4. O.L. WOUND FOR
<br />ALL DOWN AM PANEL
<br />RONCRiE BCOCt "-C * LENGTHS PER SHEET 3.
<br />0.REQUIRED. *LENGTHS
<br />L i' MAX LOW KIMILM SPACERS w
<br />�� i2 ,/Y O.C. (SEE TABLE jt ON
<br />TIDE M a k 10.)
<br />SCALE 3/8-1
<br />INSTALLATION DETAILS FOR SERIES 2000 do 1000 E-Z HANG STORM PANEL C1)
<br />INTO EXISTING WOOD STRUCTURES
<br />,/4Y NAG D°16W6 a r at. W/
<br />1 , Mh iMWAOED PPJE7MTIG1 .f (30 Aw,. rN• low
<br />THY UW SCRIWS • 6. O.C. T To,
<br />.DOD 1wMQ1. HEADER
<br />T t/r VOTING
<br />WOW HE P[MOMtEN RAT on ok em
<br />TO ENOSIN6 w000 HEADER. 4 Cw 04.1• SAI.6.
<br />Qcw. NAw s.M3. f • CA DID G'®
<br />• EA Do OF ID
<br />LAC smas • 6. O.0 w/
<br />t. _ _ _ , rF-2R,3 r T T/2• We THRCAOED PW4TTNDON
<br />(NEE D[LNL f/24 ! - H� ,As �i/ )/6'hs/s2• m b O WDGG HEADa.
<br />nlAt1IOI , L. 3/16^ Al-, POP eVET 4 CaA •1w1• sk
<br />or EVERY 4D wEA EMO Or$} MAIL t/24 k
<br />m 2 6 1r Mh ( �.P_ /4.
<br />7m9 ' 1 4Y-11A3//r m GLASL 7//61I�r//33 5
<br />OL4sLW/7/Cw3/3r i 1N" n
<br />OYERIAP
<br />NMU71L �w
<br />---- ---ggg
<br />i
<br />'r ti I 1
<br />1 4Y- r k 1 )4//'Se'PANCUMIT FUMIL 0
<br />PLUS $ 1 f N�I'm IA BELOW) � PENOTRA/ 7KNr 12 t/r O.C.
<br />I } 1/rs LAO • r O.0 w (2} 2'.A•
<br />Y i1 1 1 - PFFLCLRA�TpO RM FUt IMPNTML RtoUNED
<br />14-10 MAID " PU14 W,! FA�
<br />10�00 FDN.1eATOH • 12 •
<br />MODm ON
<br />����
<br />SCALE 1/4 i•
<br />� TERNAT[YE T '1M 1 ,
<br />SCALE ,/4•.1'
<br />11Qff.SAl
<br />I. 84TALLA104 ARE GAY III FOR BUILDINGS WITH A.S.D. DP91G! ua>$ $
<br />U m +66.9. -76.3 PR AND PANEL'S LLNDN UP m 3'-10 .
<br />2. F'ON NEW WOOD FPAUE COMSTRUCTeLL WOOD MEMBERS m BE SOUTHERN S
<br />PIE NIP. 2. W/ SPECIFIC DENSITY OF 0.65 OR TDUML
<br />a
<br />SSE AO 11E0AARF]11Nls PoIL t1� aF $[OP w ® AT EDP A4 = T
<br />MEIN As IVVEL L"OIeEC7,ON m 1RAC16 ® 011® AT WDLIOM. 6Aa0 ON WOW"
<br />TA
<br />ioo7 ap 2a6o tAOTAUAanN TYPE off OIFET 27 ADDLwND
<br />ALTE�tA TOP HEADIE WOW F6FAi
<br />Amp r soma AOURNGS CM BE COMBINED IN AN
<br />My
<br />10 SW ANY M➢ OALA N. SLYWS: IH" . I-
<br />"m : AiU"ER TAN:A6 NIT SHOWN MR CLAW/Y
<br />E PAM MA IMIaWt/aAa/6A
<br />A,LTDa OB BOTTOM
<br />WRT}1. nun _ M jw(li IS
<br />MAXIMUM PANEL LENGTH
<br />AIL+' OR 'L-" (ft.) 0
<br />MMtt9AUM ASD.
<br />PRESSURE µMING;
<br />(P•I•R•) (+
<br />CONCRETE ! WOOD
<br />INSTALLATIONS t
<br />$40
<br />Fr-o•
<br />1 tr-o•
<br />21.0
<br />.MO
<br />II• -a•
<br />to'-r•
<br />.1"
<br />70=fa'
<br />,r-W
<br />4"
<br />,O=I'
<br />11-4•
<br />4"
<br />r'-r
<br />r-r•
<br />aao
<br />r-r
<br />r-4•
<br />35.4
<br />a•-7•
<br />a•-0'
<br />Smo
<br />S"a•-o•
<br />r-4•
<br />IRo
<br />r-r
<br />r-0
<br />sao
<br />ra•
<br />r-,o•
<br />Sao
<br />r-a'•
<br />r-r
<br />ASA
<br />r-S•
<br />r-r
<br />no
<br />Sao
<br />Tam*
<br />1010
<br />it"
<br />-
<br />r-r
<br />s=r
<br />Tres
<br />r-a'
<br />;vCENn4
<br />No. d{I'6)
<br />SIAT9j� IF,
<br />At.
<br />M•..)
<br />'4Y TAG lPEWB w r O.0 W/
<br />AK Mn. T RIMED POILTAI
<br />EXnAic wm WAOM
<br />xt ,/aY- 4-
<br />4 0mA 9• 0L ,v NfllG o
<br />ry- tlr ID
<br />tMTt ww I/"J4 !
<br />LOU/p A7L �, 9
<br />EVERT NMOAIP TLi3i Am pyptAp
<br />I
<br />A �
<br /># r# r
<br />aexe i 1
<br />$ I Il4Y- a- MLWr1G
<br />L WWI/ram 3/4
<br />1 Y- 4' s Wl I � 1' HgTE TA
<br />IF•. 4•TE ,A tELGW) wT/
<br />LM a t 4'•-10r3/4' ,LIT• W/ 37
<br />Y TA •
<br />eMA IBr ff L2 aG
<br />G GGEWS • r QC. W/ THY Ma SCIE1Fs • r aC. Wf
<br />Ir IM1. THAEAOED PDC MT*m Mn (.2 Yis 1 I%,H PGEIRAWON
<br />- MN. 2•or
<br />x4' WOOD N dt ON f
<br />PRATE IE°AIED nAT
<br />lKALIALMNIQ
<br />ALTERNAME 4rrw
<br />SCALE 1/4'-1'
<br />FLORIDA BUILDING CODE h Velocity HUIY1CDtN Zone
<br />aw• 1AtEDq, NC 20 GAGE GALVANIZED STEEL STORM PARK r,.
<br />DIANK W.
<br />IAA�w�rrM p,/yI�
<br />E C O I►9a.GLOBAL
<br />PROTECTION PRDou m u c• TAG
<br />44M aWt 61 1RIW0
<br />!1•'R. N. asau N20-176
<br />OTE (IMHjM-]1M•, "NH. N•64)IN-MIA
<br />INw i aw01m-aM .Ia . WW A1-vm OAAMxO MH
<br />WLTEW kMa„N t MeT a aF Y
<br />1 /4. 3/4, 4/5, S/S d G/S
<br />MIX ONLY FOR REOULM STORM 2/4 iW/6. 2W/6. 3W/7 R 4Wf7
<br />E_ CONC TE RLOCK A WOOD r MAX -AICmR (� meoutL ON r NNK
<br />r,• Mw MS DEES. to k11) ---- -�-T• �,,••1
<br />OLE EA=.Cl) BESWWaES At EACH
<br />now MOINTEn At EACH � D.M..0.�3 , 4 j
<br />r 1-r r�-�-r-r T-�-r -rr r r-t--r-r�-T-r--X-7 f
<br />MAXIMUM PANEL LENGTH
<br />-L+' OR -L-- (ft.) 0
<br />MkMko ASA
<br />OEM
<br />PRE83L Raw
<br />CONCRETE k WOoo
<br />N6tALLAT04 'I'
<br />2"
<br />t4'-4'
<br />,3•-o'
<br />Lto
<br />Ir-ir
<br />Fr=r
<br />320
<br />„•-a'
<br />ro•-r
<br />So
<br />For-W
<br />9'-r
<br />Sao
<br />9'-s'
<br />9'-2•
<br />49.0
<br />I=1•
<br />a•-r
<br />Sao
<br />r-r
<br />a•-2•
<br />no
<br />ra•
<br />r-a•
<br />ROD
<br />Hso
<br />1-1.
<br />.1-1*A"
<br />7'-6'
<br />a•-rT•
<br />rso
<br />rl•
<br />r-a•
<br />810
<br />r-0•
<br />e'er•
<br />40.0
<br />7-r
<br />e`a•
<br />Sao
<br />a'-D•
<br />t'-1'
<br />Sao
<br />r-T
<br />S•-Ir
<br />1000
<br />r-3'
<br />S'-r
<br />rOSA
<br />r-1.
<br />3'-4'
<br />nao
<br />-
<br />a• -I•
<br />ft"
<br />-
<br />41-101
<br />rrka
<br />4'-d'
<br />Xmu"mM
<br />0.)
<br />MWA1 SEPARATION 10 am SCEDLU
<br />ww SPEED 4 170 rt1;.N
<br />WIND SPEED > 170 _PA
<br />UNESWAHM
<br />RtS1eAeED
<br />UNOITIMIIED
<br />RESTRAINED
<br />30 OR LOB
<br />I.
<br />1•
<br />r
<br />6 I/4-
<br />>33 TO SO
<br />1'
<br />1•
<br />7 1/3'
<br />7 1/r
<br />>90 TO 146
<br />1'
<br />/•
<br />7 1/r
<br />7 1/r
<br />>M6A
<br />1 1•
<br />1'
<br />-
<br />7 i/2-
<br />,cn _ �
<br />N.,rli;i(i1T•?7triNsh!'(+iT,
<br />)Ri.IT�d
<br />A Ih)R(4:�
<br />to]
<br />t¢
<br />U& -ACTT
<br />2-x4• WOW
<br />PLATE RWU
<br />On
<br />SEPARATION
<br />TO CLASS.
<br />(SEE smarm"
<br />MOUNTM
<br />SCALE 3/5.1-
<br />ON DETAILS FOR REGULA
<br />INTO WOOD STRUCTIJAIM
<br />Do ANCHORS
<br />E SCHEDULE ON
<br />J
<br />WOW
<br />(SEE 3
<br />SHOO
<br />IIAXX.
<br />i•
<br />PANG. LENGTH
<br />(SEE scimu
<br />ON BEET 3)
<br />/4Y-aat'
<br />ILL. 90L/s_. MyQA
<br />-
<br />al aOEIP
<br />`'liae iWI nAn
<br />`
<br />HewN eHIN T•r)
<br />or 'Ll
<br />__@
<br />WAX
<br />• 12 1/2' O.C.
<br />RED w/ STUD
<br />OEDUUE ON
<br />tt)
<br />11 UK MINROMIL To QA/ simo m
<br />IINC�16 TK�FOH�IM m X
<br />LOWUm NEVI
<br />(1) mWOW
<br />ms%Mw.
<br />IYILR
<br />CIO ArAL SOW FOR WARN ■
<br />(n MW0 AN 0UDF0 I000 NUDE A
<br />(4) MOM i to A ARM w° t
<br />116E-Os
<br />ED
<br />D.M., 30.
<br />@or
<br />UNBOUND PA1Nt1.5 BOUFD PANELS W/ t 4e-�&
<br />(SEE scenam A6 (SEE SECTORS AS
<br />- -_ _ --- L1 1 11 _ - - - :- __ 1.1 1 1 1-11
<br />a1_._. ^ MAX
<br />I MIN.- l 2/4 1/4, 3/4. 4/5, S S k 6/5
<br />2W/6. 3W f7 3 4W/7
<br />"'^""^• (SEE SCHEDULE 014 SHEERS 9, t0 At 1)- ---I
<br />REGULAR STORM PANEL n ELEVATION
<br />2Mr N.T.S. 1/4- cm GP
<br />BaNH OLENAP 11 wOE VILEh
<br />'ir
<br />•
<br />WAIL GAP Sr' E010N A -AA -A :-�
<br />1 N.T.S.
<br />mom
<br />(1) L+: WMLNNI ALOWMU NWNEL LENGTH FOR A EVEN/ KRONE ASA OWN UMIL
<br />Lro TAX AVLOWAS E PANEL WIDTH OM ONEGAME Asa OWN LOAD
<br />(2) PROCFDUIE. To "ft" WX" YIEEL LEN9Tk
<br />0r1EN A POwIM A.S.O. DESIGN MIND. MONK 11AMYM PXNlD. LENGTH t+• FIRM9GEOULE.
<br />OMEN A NEGATIVE ASS. Of" LDAD, 0ETt1AIIE ]MAXIMUM PWE UX M'L-• FROM SCHEDULE
<br />FINAL mium" AU.mm PANEL LAMTH B Ew^ 70 THE LUY6W oEmum PANEL LENGTH
<br />BETWEEN 'L+' MD'L •.
<br />(3) SEE scia .E 6ELOW FOR MN. PANEL Loom FOR POROSITY offlLfGTom.
<br />WISBWLA'110NS HID WOW ARE LIMITED TO i 05 to .l. MAX &$A Kim NEMAML LUTING
<br />'
<br />4418E
<br />° wLaoe IE.
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />*
<br />eWAMI rr
<br />PROTECTION PROOl1CTSH iLC
<br />polio
<br />?'
<br />TE
<br />11L1ECOE9Fa.MOM
<br />'s�AS
<br />X
<br />ORIONORIOpw•
<br />HD.A.
<br />�rm
<br />•.#
<br />Mpw�tm_o0
<br />NiYI-7W lEMWe�...•
<br />�f7
<br />WAiDI AFLOW itiT t Pd
<br />aRT 3 0/ M
<br />n
<br />A
<br />ON
<br />1' Mae.
<br />NEL LENGTH
<br />1- MAx. LONG ALUMINUM SPACERS 0 12 I/r
<br />{ 1 r t I O.C. (5# T� it ON tWENT 114
<br />tILtii I SEE Ndi BELOW FOR ►NNTATUONS FOR
<br />T H f f t t/2" LONO SLEEVES.
<br />y' if i __PAM MAX FEWL€ 0 OR haft COTE
<br />PLUS (SF>: SCHEDULE ON SHEET 11)
<br />2'H4' wooD
<br />fl PATE KM'trD MKCT MOUNT W/ SPACER �1a
<br />SCALE 3/8-i.
<br />0 12 1/2' O.C. SEE TABL/XE ON SHEET it FOR MAX. PANEL LENGTHS k
<br />Mux. D DESIGN LOADS FOR THIS INSTALLATION.
<br />WOOD MMIgRS
<br />_
<br />STAGGERED w/ sw
<br />(SEE SCHEDULE ON
<br />I
<br />�I 1
<br />lqq
<br />�
<br />SHEET 11)
<br />I
<br />4
<br />•K4' WOOD
<br />� L
<br />_._r;
<br />A
<br />TE lEOUMREO
<br />SCALE 3/41.1'
<br />IPA= M ww IN: I AK LO0 P.
<br />(1) ewpINAM 4 1 1 m A OK 11010111W
<br />MHRICIwA IIOU R -r
<br />6lWCN91wR I AGORD OM wIM it).
<br />{41 6n am THAI Coup"" •NHL iK M ►VAUM A FIRM 0 C l
<br />9 6t �} �. nHOM I! IK O.Q, worn Aiiaem a
<br />GW MAIL 26 wa AAM umm a Rem 10 w A AM GROW
<br />am ll�
<br />Ol 1 f/r ROM• 9RMDOt L ml r/ M 9AINL K m e"GA0 0M
<br />IRRT L 11INAWWLAWEN q 1 t/r NOD •MGwi M W6 OLLT
<br />11110 F9e We
<br />Rd0 1, 1 Am a M I00IRm of ARM
<br />t-I M RMYtIe A0 M 2060 (7M 11011111" or M P.DFAA
<br />waOMNr OOL
<br />a,ii• !t 1d! ■mm
<br />111..1 LQ 90T9]Y a-3 YHx1i Mi6�eb
<br />(L) �j(♦1M0 W000 1Y61_ _mer_rr+ BIYYifY- 6 �.0.� IYN.k
<br />I. STORM PANEL SHOWN ON THIS PRODUCT EVMLW M OOC MIENT (P.E.O.) HAS BEEN VEIUHEO FOR COMP MNCi IN DANCE
<br />_ //4. TN'CDII ANCIORS, AS MANUFACTURED BY I.T.W. SUIUDD. HNC
<br />WIN THE 2020 (7tI EDITION) OF THE FLORIDA BIADNA? COOS. THIS STORM PAE1 SHW NOT BE INSTALLED AT WON
<br />- /14-10 PANELMITE FEMALE 0 AND PANELWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZOINES MBM-DAM / WONMD COUNNES).
<br />- 1/4'F LAG SCREWS PER N.D.S.
<br />E7i DESIGN WIND LONGS SHALL BE DWE0D D /S PER SECTION 16OF THE ABOVE MENTIONED COOS. FOR A BASIC WIND
<br />- 7IWO x 5/60 WOOD WSI". AS DISTRI RM BY ALL PONE SCREW. BOLT k SPECIALTY CO.
<br />SPEED AS REQUIRED BY THE ANtGWT1MN WHERE STOW PANEL WILL BE INSTALLED,NO FOR A OECTIOIMIT,T FACTOR
<br />KDa0.6S, USING ASCE 7-16 MID SHILL NO ONCEED THE MAXIMUM (NSA.) DESIGN PRESSURE RATNGS INDICATED ON SHEETS
<br />CA) IRANIAN THREADED PPIETR1TION WTO WOOD OF TAPCOM ANCHORS SHALL eE 1 1/2• NA 2• FOR ELCO PANEUNTE PLUS
<br />S. 9 THRU 12 k 17, 1S
<br />AND ►AN61/4E FEMALE 0.
<br />IN OROER TO VOW THE ADM CONDTIDPL ULtNATE DESIGN WIND LOADS OE TRINNE0 PER MCC 1-16 SMALL BE FIRST
<br />REDUCED TO A.S.O. W0 DESIGN PRESSURE N BY MULTGLVNG THEM BY 0.6 NJ ORDER ORDER TO COMPARE TW/ MAX (AS.O.)
<br />C.2) MINIMUM THREADED PENETRATION OF LAC SCREW, wm THE WDOO FRME UNIT SHALL BE I ,/r. NO THREADED
<br />DESIGN PRERESSURA NCS INDICATED ON SHEETS 3. 9 THIN 12 It 17. 1S.
<br />PENETRATION INTO STUCCO 944L BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION.
<br />N ORDER 10 YFNaF'Y THAT ANCHORS ON 71R P.E.O. AS TESTED WERE NOT DYER SfIIESSED, A 33% NCREASE N NLQIM&E
<br />STRESS FOR WIND LOADS WAS 110E USED w TEN ANALYSIS. FASTENERS SPACING TO WOOD COLS BEER DETERMINED N
<br />C.J) HetMNSA EDGE DISTANCE OF NAG SCREIVM, RTC! 1Aoo0 SHALL BE AS N1RC,ATED w 7AM5 ORAWOID
<br />ACCORDANCE WHIN N.D.S. 2011L
<br />SHAM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED N AOCORDINCE WITH SECTION 1609.12 OF
<br />CA) MINIMUM PENOVIAVION OF WOOD MAP" STALL SE 3/8'. 1/4• e-20 SCAEw5 USED BALL BE 1 1/2' LONG MNRAW
<br />THE ABOVE MENTIONED CODE AS PER AAEADW ?EST LAB OF SOUTH FLORIDA REPORTS /OS14D1-OI AM 1019.02-09, AS
<br />SHOULD STUCCO COST. AND I' MINIMUM FOR WALES WITH NO STUCCO.
<br />PER SSm 12-99 At ASTM E 330-02 STANWRDS, AND AMEYCAI TF311116 LAB SOUTH FLORIDA REPORT r1123.41-t0 AS PER
<br />YAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCUtATeNS PERFORMED IN ACCORDANCE W/ SECTION 1604 Of THE
<br />CIS) N CASE THAT PRECAST SIDE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOXING ON THE EXISTING
<br />WALL. ANC11016 SHALL BE LONG ENOUGH TO REALM THE AWN STRUCTURE BEHIND SUCH PA O-&
<br />FLORIDA BUILDING COOL
<br />ANCHORAGE SMALL BE AS MENTIONED N CA). C.2) k C.4)
<br />2. ALL ALUMINUM tx,ARs+GNM TO K fID63-T6 ALLOY AND 7EAWER. (UNLESS OTHERWISE AIDED)• SEE SHEET 2
<br />(0) ANC1•Ns VIALIL BE INSTALLED FOLLOWING AL OF THE RECOMMENDATIONS, AND SPECFTCAIIM OF THE ANCHOR'S MANUFACTRER,
<br />3. ALL ALUMUM SHEET METAL USED AT CLOSURES SNAIL HAVE 3105-1414 ALM.
<br />S. PANELS MAY ALSO SE INSTAU0 HWNQOWALY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SNEERS 4
<br />4. ALL STEEL SHEET 60AL PANELS SHALL NAVE STRUCTURAL QUALITY STEEL. AM A-553 GRADE BD MINIMAL G-60 GALVANIZED
<br />THROUGH S) EXCEPT THAT HEADERS® A0 SMALL NOT BE USED.
<br />STEEL oESMGNATeN W/FY• 92.2 Lai (AFTER R04LtSI).
<br />9. D 94AU BE THE RCP"WAVh' OF THE CONTRACTOR TO VERIFY THE SOLD OF THE STRUCTURE WHEY SHUTTER IS TO BE
<br />S. ALL SCREWS TO BE $TART M STEEL 304 OR 316 A19 ORES OR CORROSION RESISTANT COATED CARBON SIM AS. PER DIN
<br />ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER 5144L ONLY BE ATTACHED TO CONCRETE, BLOCK ON WOOD FRAE
<br />BUILDINGS.2411.3.3A
<br />50018 W/ 50 kW YIELD STRENGTH AND 90 Hu TENSILESTRENGTH. NO SHALL COMPLY FLORIDA FLOBUILDING CODE SECTION
<br />10. EACH REGULAR STORM P/•EL WITH LENGTHS OVER 90-, AS PER SECTIONS 1. 2, 4. 5, 5 AND ALTERATIVES IN. 3W ! 4W ON
<br />SHEETS 4. S. 6 k 7 MfECTNELY; SAtAI.I NMiE A LEGIBLE AND READILY VISIYL MMARtNIG MNSTgtX,TNG OWNER OR TEND( M
<br />6. BOUTS m BE ASTM A-]07 GALVANIZED STEEL, OR AIM 304 9EAE5 STAfAl,ESM STRL. WITH 36 lal /INMAIUM VELD STRENGTH.
<br />SECURE PANELS WITH APPLNAYE RERraRCEMEHrr 0~ POISON OF HURRICANE E WARNAt10.
<br />7. ANCHORS TO WALL SKILL BE AS FOLLOWS:
<br />III THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SINTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WTN
<br />THE BUILDING TO PREVENT WND/RAN INTRUSION.
<br />(A) TO Px-m"i; POLMsD. [ONrJETF:
<br />- 1/rP TAPCON ANCHORS AS MWANXTURED BY I.T.W. BUIDOL NC. (Min. rc-3192 P.AJ.)
<br />12. STORM PANEL NSTALUITION SOUL COMPLY WITH SPECS INDICATED N THIS ORAW 40 PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- 1/4• . x 7/a' CALK-OI ANC M AS MANAACIURED BY DEWALT INC.
<br />PMOAOED BY THEJURISDICTION WHERE PERMIT S APPLIED TO.
<br />- 1/.•• . 3/4• SOLO -SET ANCHORS, AS OSfREU1E0 BY ALL POINT STREW. BOLT k SPECIALTY CO.
<br />(MIn. Fe�3000 p.AiJ
<br />13. (A) THIS PRODUICT EWLLAMTDL DOCUTAOT (PLED.) P'l1EPM® 9F T195 ENQMEER 4 GENERIC AND DOES NOT PROVIDE NFORMATON
<br />- I14-10 PANELWTE FEMALE 0 k PAMEI,WTE PLUS ACH01M AS WWM'AGTUREO BY ELCO OONSMMIOH PRODUCTS.
<br />FOR A STf SP .A PROJECT: L•. WI¢IE TE STE CONDIIIGB DEVMTE FROM THE P.E.D.
<br />- 1/4'0 IAMAC NOUN ANCHORS. M MANUFACTURED M OEINALT, NG
<br />(b) CONTRACTOR TO BE RESPONSIBLE FM THE SELECTION, PURCHASE NO INSTALLATION INCLUDING WE SAFETY OF THIS PRODUCT
<br />At) IawtlIUY EMBEDMENT OF TAPCON ANCHORS MID PARED CONCRETE 5N1W. BE 1 J/4'; 2' FOR ELLO fANELWTE AND
<br />BASED ON THIS PEA. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOLUAENF.
<br />CONSTRUCTION SAFETY AT SITE 14 THE CONTRACTORS RESPONSIBILITY.
<br />13/4• FOR ZAMAC WAN ANCHOORS.
<br />(°) THIS PRODUCT fVALUATIDN DOCUMENT ANAL CONSIDERED INVALID W NOORiED.
<br />AZ) CALK -IN k SD10-SEE ANCIWRS SNAIL BE EMBEDDED 7/6• 010 THE POURED CONCRETE. NO EMBEDMENT I TO
<br />STUCCO SHALL SE PEANNIM. 1/4- 0-20 SCIEWS USED SHAM BE 11/r LONG MINIMUM SHOULD STUCCO OUST,
<br />(4) SITE SPE(DFXC PROE.LTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER 09 ARCHITECT WHICH WALL BECOME THE
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY R HEADED SCREWS OR ALL THREADED SCREWS. W/O HEAD.
<br />ENGINEER OF RECORD (E.O.R.) FOR ?Ni PROJECT AN0 WHO WILL BE RESPONSIBLE :OR THE
<br />IN!'t wrtH wNe NR,TS
<br />PROPER USE QT THE P.E:D. �R OF TENDED, IGTY4G M A OdE4ATE0 EALdtEEA TO THE
<br />P.E.D. L 0MEM SHALL SUBMIT TO THIS LATTER THE SITE SPECNHC DRAW►gS FOR REVIEW,
<br />A.3) N CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAYERS, STUCCO OR WOW BINARIES BE FOUND UN THE
<br />ExI3TiNG WALL OR F1.ODIL ANCHORS SHIM. BE LOAN OIDIIGI TO REACH THE MART STRUCTURE BEHIND SUCH PANELS.
<br />(•) THIS P.LD. SHALL BEAR THE DATE A0 ORIGINAL NAL SEAL ASIGNATURE W THE PROFESSIONAL
<br />ANCHORAGE SHALL DU AS MENTIONED IN AI) AND INA2).
<br />ENGINEER OF RECORD THAT PREPARED T.
<br />(B) TO OlBTNC COtICREEE BLDIDC INAI.L ASDM C-90:
<br />14, SHUTTER MANUFACTLREXS LABEL SOUL BE LOCATED ON A READILY VISIBLE LOCATION AT STORK
<br />- 1/4• • TAPCON ANCHORS As MANUFACTURED BY L T. W. SUMM, INC.
<br />PANEL 54JM N ACCORDANCE WITH SECTION 1709.9.2 Or FLORIDA BALDING CODE. ONE LABEL
<br />'WALL BE PLACED FOR EVERY 4PIDIM. LABELING TO COMPLY WITH SECM IN 1709.9.3 OF THE
<br />- 1/4' .. 7/r cALx-N ANCHORS, AS AIfeUFACTUED Of DENALI. INC.
<br />EROTICA BUILDING CODE.
<br />- 1/4Y X 3/4• SOLID -SET ANCHORS. AS OSTFOBM BY ALL POT SCREW. BOLT k SPECIALTY CO.
<br />- /14-10 PANELMATE FOAILE 0 AND PANELMAX PUS AMC"O1S, AS MANUFACTURED 9Y OLCO CaH3TpUCTeN I
<br />- 1/4• • ZAWC HAKIM ANCHORS. AS MANUFACTURED BY OEWALT. NC.
<br />&I) MINIMUM EMBEDMENT OF WCON ANCHORS. MOD PANOMATES AND ZAMAG FAWN, ANCHOR. INTO nE •uCEN•
<br />r4r� FLORIDA BUILDING [ Ne" wI HYRIOOne Zone)
<br />BLOCK UNIT SHILL WE 1 1/4•.
<br />&2) CALK-N k SOLO -SET ANCHORS SHALL BE ELBEDOED 7/r INTO THE CONCRETE BLOCK UNIT. NO IJ644
<br />7
<br />•'M0 0.180°
<br />24 GAGE GALVANIZED STEEL STORY PANEL.
<br />•,
<br />a m W.
<br />S"eC0 SHALL BE PERMIM 1/4• 0-20 SCREWS USED SHALL BE 1 1/2- LONG MNMNIM SHOULD vasT. 'k
<br />AND I• NNMRO FOR WALLS WITH ND mLCCO.
<br />- -
<br />III. EC O LMa.CLOW
<br />� P , U.C.
<br />MPF�
<br />AS•,TATE
<br />"
<br />���t'
<br />4WPI aI. 4t W.
<br />8.3) N CASE THAT PRECAST SIQ$• OR PRM 4'T CONCRETE PANELS. STUCCO OR WOOD BOARDS BE C OAI
<br />OWING WALL ANCHORS SMALL BE LOLL ENDUGIN TO REACH THE MAN STRUCTURE BEHIND SUCH ••.
<br />\•
<br />7 � ��
<br />4s AAa AL 6r RAH. xlr.4•F•,6 K
<br />1r
<br />NIP., ISM AMr
<br />NwW FH-aA
<br />NnN� 0. aAA14
<br />NOW "4)ID-TIWL FAA OU)IIN-9A7
<br />20-175
<br />1S /
<br />ANCHORAGE SHALL BE AS HENTIOIED N ILI) AND N B.2) S/ORAL
<br />.
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<br />*
<br />°AMNF W.
<br />In
<br />PS' �W
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<br />CONCRETE
<br />(SEE WHE
<br />SEEMS 9
<br />ALTERN
<br />ANCHO
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TgeIIOH 10)
<br />-
<br />BUILD
<br />SC1lE 3/M1
<br />k1101.0-11WIll III N *1
<br />I
<br />M. f� ; �]
<br />ILE
<br />MT - t --. ___ } PANEL
<br />R uwm km r-"
<br />SEE sonuut
<br />TI+ i ON i
<br />HEAIE 2 I i 1' iMei.
<br />y
<br />_ (t- I -7LENGTH
<br />ON SHEET 3)
<br />E.D. i EDGE DISTANCE ATE FOR CDMWIIJAum DF SECTIONS: (SEE SCHEDULE ON TOP k BOTTOM MOORINGS CAN BE
<br />SHEENS 9 k 10) COMBINED N ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />w
<br />S
<br />i�
<br />NOTE FOR COMEWATIOIN OF SECTLDtiS:
<br />). 9i,ATAWliON ARE ONLY YALID FOR MAX. ASD.
<br />TOP k BOTTOM MOUHTNGS CAN BE DES" PRESSURE RATING (e.tf) AND PANEL LENGTHS
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SH 3
<br />NSTALLATION. 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />M$M OF OM OR EQUAL.
<br />MN
<br />i I
<br />it• YeA
<br />1 PANEL LENGTH
<br />WSCHEDULE
<br />ON $HIM 3)
<br />CONCRETE Amcmank
<br />(SEE SO ON
<br />SHEERS 9 7HR 04 to)
<br />W/(,ONLY WHEN SOLID
<br />T t uut-N
<br />AM USED.
<br />�k w/ MIEN
<br />?.1(•� (;,I'll••
<br />LTOOAtE WOW Is --, ,• Mn.-
<br />6EE 9GNFDULE SIN i 1 _. �L Et ,;C i , 4YWUU�DX m IKmvw a
<br />tEYT t i) \1 •,n �(w I/r-tlbr W3. MA W Am
<br />REQUIRED 1 t 4'�7OY
<br />SIP eeLA
<br />•
<br />WOW ANCk101R5 ss
<br />SIDE, 11Sp1�WIF ON MNn.
<br />W, $D%m 1mN m Ulm I
<br />W. SCHEDULE ON SHEET 3)..- - I THY-sbn•
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