|
•' L4
<br />X
<br />t-7
<br />IIIIIIIIIIIIIIM:
<br />s.. N N,:a 44
<br />UW"MUrMREASA.
<br />-
<br />�
<br />PTO � T
<br />T
<br />c-'
<br />(- 7
<br />DONdDWU
<br />+600. -75.3
<br />70, OR LESS
<br />2 9/16'
<br />I BDLTEG •
<br />I IT, 2'. 3'. I`W;
<br />217 a 3"1
<br />-46.0. -7S,3
<br />70, OR LESS
<br />2 7,W
<br />BOLTED •
<br />4' A 4'110
<br />EF 4�ED/FWOL1 pORpA OF i. ii:: "otai AT UVLN AP A, NR R PNVFl LLNF,M
<br />A1 I -1 �; AI. ..LI. , _ ,C
<br />XI
<br />IIIIIIIIIIII
<br />♦. 4,4 7 �. - s.I * f, +tl # .1 1 •3i 71- •L ,i aA ^f,
<br />Ll: 1,
<br />Eu.I I I I i.: 4
<br />MAXIM�}IfH
<br />31.
<br />A5DE51CN
<br />MAXIMUM ANCHORS SPNw" FOR E D.. 3 1/2' -
<br />APPLCAKE 1D
<br />SELTlaMS a 9
<br />- A. COMBINATION
<br />OF THEIR
<br />LEN➢TH P 61.
<br />LENGTH 1" (1n.)
<br />PR€$SURE
<br />RATNNG
<br />T4PCOFK
<br />CM.R-iN
<br />PN/ELM+T[ iEW4Y R7
<br />PANEIAL6E PLU8
<br />m CXPFEHCTO
<br />CDKREiE
<br />TO .aNMM
<br />Ta CO CRMWCRM
<br />1n CONCRETE
<br />t2'
<br />N/A
<br />12"
<br />1 N/A
<br />I TY
<br />N/A
<br />12•
<br />N/A
<br />t` 4 Z• (TOP)
<br />It.
<br />3••
<br />10`
<br />3"
<br />5'
<br />4•
<br />5'
<br />4•
<br />1` BOTTOM)*
<br />12`
<br />3•
<br />12•
<br />5'
<br />B'
<br />6•
<br />1.
<br />0•
<br />1' (1,D1TOM**
<br />88.6. -75.3
<br />N/A
<br />I N/A
<br />I N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2-
<br />I,•
<br />2' (BOTTOM)
<br />70' OR LESS
<br />7'
<br />N/A
<br />6 1/2"
<br />N/A
<br />4 t/2'
<br />N/A
<br />4 1/2"
<br />N/A
<br />3' (TLP)
<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 />tr
<br />N/A
<br />tx•
<br />N/A
<br />4' (TOP)
<br />L12 ' �'n'
<br />12•
<br />9 112'
<br />12"
<br />1 11•
<br />I ,2' 1
<br />It'
<br />1 4' (BOTTOM)
<br />,X UM1ED TO 116.0 p,e.t. ABA, DESIGN PRESSURE RATING.
<br />A SEE SKEET 26 f0ft Af 04M WK a SIMC#A MR VISTA CATKINS Anp WOOD
<br />FINITE kRAM
<br />AINSLM mom SPALTNFA AND t ft WOE DISTANCE LIFE NpXCNOED ON THIS
<br />SO ISIAL . FOR E.0- LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING
<br />By MULTIPLYING SPACING DWM ON SDODM BY THE _ rDKDWX4e FACTORS, FOR
<br />F
<br />anOPERATIONELSAN NE P' SPA NG IMSCNDI SFATED MR EACH
<br />TINT 9E LESS TIME MIN.4RA SPACING RON'A1ED FOR NXH4N TYPE AT
<br />mCMpa iIGEa
<br />mom Tin
<br />TAF�CX%
<br />1t4Stt.�*
<br />11r.
<br />T/4.-_
<br />OI{X-API
<br />M. ANrAIGe ANv,aIA BAIT
<br />J
<br />3
<br />t 1/t
<br />mwl,eftelX LtA+wY di)
<br />1A.-4 INAWAM a,n W
<br />3
<br />1
<br />3
<br />)
<br />3 Ip
<br />,
<br />AM CA (IWE MMM
<br />FALm
<br />I 'Ir
<br />E6
<br />_
<br />_
<br />z
<br />1 ,
<br />1.I'm
<br />-
<br />IAq
<br />1
<br />+ REQUITES Mao. DISTANCE BETWEEN BOTTOM
<br />CIO OF PANEL 1 -�T/2•
<br />10 BE: t 2'
<br />® / MaA.
<br />V1111Y
<br />++ wouttiES Mao. osrANa 9cnwEN porrom OF PANELAND 0 TO WE3/ir
<br />COMPONENTS FOR REGULAR UFE SAFES E-Z HANG STORM PANEL SYSTEMS
<br />S 1 2-9
<br />(GALE / i
<br />- ..___ .-15.1n- (TOTALMOTH) ._. -._. . -.".. - ...-,-____
<br />__ _. -__- -_.---/2.S9p' (EFFECTIVE WIDM)- --- - ---..-
<br />: % _- _ -_ .,0 1/4' (TYP-)
<br />- ...2.591`---
<br />2250' -
<br />i
<br />2-500^
<br />3,7%' D12'
<br />I
<br />1250'
<br />1zi- _ -- _-1
<br />- 193•
<br />'--2.5M•.- --- -
<br />Q REV..H- DER
<br />.374'
<br />N 31I �'
<br />1 -
<br />17'.
<br />I, -
<br />} -OW
<br />1 {TYP )
<br />L. 2.ODD•__
<br />Pww.
<br />1' GRADE so Bo MINIMUM/ D-60. ONLY.
<br />Air
<br />O STORM PANEL 1 +-1.3w -
<br />PAWLS SHALL RE U ALWTS
<br />FROM LEFT 10 HITW/ LEG
<br />AT NM AT LEFT SIDE a PANEL
<br />-
<br />--- 2. 6 r- -
<br />- H-� -.193- ! I!f A-2O13/A•
<br />_ (-)".23C� .37e- 125' � �A GLIL 0 6 1/4'
<br />_ i 350• ... ', 1.230• 1pp• .,69 a.- -at%. "`. , , tR ! /2 1/r oc
<br />Y
<br />I LStID" _ t s17D- tNaSE 5fD)
<br />F
<br />-i
<br />a6B 66B'
<br />R �.
<br />c 1ST 3,315' r_1_1
<br />V 671
<br />--tI.SooTYP. ! ,2.09R`•O&t' . 1A16` t
<br />EDGE 1 _} Is, ,W --J ,125• I
<br />j -- (TwJ
<br />OCTAL A'_.- !._ _ i. -._- ___
<br />,.-2.000' --- � T
<br />! > ._.
<br />r11.
<br />PwwAs EWD rm
<br />-- I--
<br />Wy ,ATAaEv EDGE f/"" ,emu• A0.E15"
<br />- ( __
<br />t_..
<br />��_.>
<br />A`
<br />- "-
<br />i
<br />t ��
<br />-- :�
<br />j, QMf'M, VIEW DETAIL A .133•1 _asi'" M
<br />ROUNOED CORNER O ENDS OF PANEL'S I - sia ,095•
<br />2.378• -... _-
<br />CHIT UP W/ HEMMED EDGE.
<br />1 I (N,T.S)
<br />1 -. �
<br />.D91" .007" ..1 (:) KEY HOLE WASHER
<br />v".) {I p 3105-MI54 ALUM ALLOY
<br />ZA24'
<br />O !SLEEVE 2 1 /e" I
<br />1 w' .375` MAX. LENGTH
<br />-
<br />a.o -- ) zo0p-
<br />OSD'R L
<br />*j1' HEADER H - . _ _ : M
<br />(& -0- 1.
<br />-t" YIN. t0 5` WA.-
<br />SLES T MAX.
<br />LENGTH ft © ANGLE ...MMt,r.
<br />-,.._.._..... - 3.Ca0' 384'--t 10bt-T9 ALLOY
<br />-� '�.
<br />, -, I OD+ .4'Ar _ 1275' - 082
<br />1 Ma
<br />2 a- 1 '; p !; i.125 2
<br />1, 123' +�,, '}. :-DIM. ° YW'i O I
<br />'�1 IV ox1=, b3
<br />!__1_-_- ,%� SEE SECTIONS __._ - - �'
<br />I
<br />�.2
<br />(4 BUILD -OUT 'E* TRACK 1@$ & S/ WASHERED WINGNUT
<br />(ZAMAC 3 ALLOYi_�
<br />.__2.387 .____
<br />() -14" HEADER lit ..E! D"
<br />tw TOP I=
<br />I t K PANFA
<br />375` .$t0
<br />N � 4 ;,, PANIC.
<br />Y 62a
<br />I' 1.270'-1-'-�
<br />1 •" -, . .
<br />375" ; TIP. wn..,
<br />I , EDGE Or PANEL.
<br />(4) ANGLE WITH Sm
<br />0.024' (Min•)
<br />GALVANIZED STEEL
<br />4 4
<br />_.. I
<br />O.31t5• 0.250"P
<br />T -
<br />i
<br />- OR
<br />1.4
<br />.125'
<br />�/ KEY HOLE
<br />Al PANEL - -75LT• -
<br />I - -. -I
<br />.SEE SHEET 6 FDA 040(r NM.
<br />.513•
<br />LMItA110t6 A SLELW LENGRI 6 I Y.
<br />.- 125'
<br />t-_-
<br />ONLY VALID FOR INSTALLATIONS INTO
<br />4 '' (IYP..7
<br />4 'W
<br />WOW STMlCTUMMS.
<br />3 73O"
<br />2.000 A star•
<br />I
<br />.
<br />�750• 230•
<br />i_
<br />i (TYP.)
<br />11 Ise TRACK
<br />@ PANEL HANGER
<br />(1 H WIDEN
<br />(USE ONLY FOR E-2 HANG STORM PANEL
<br />E-Z
<br />SYSTEM) 6061-T6 ALARA, ALLOY
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STQEIM PANEL (I-)
<br />INTO EXISTING WOOD STRUCTURES
<br />.- , f4•f LAG 6LY,Ews r e' a.G. w/
<br />1 IJ2' N1n: THREADED PSNOTAWDN (3} Mn, z'•4' W000
<br />..r
<br />- LJ4,0 RAG Tscftvs' a 6' O-t- w/ T TO EwS19+G WOOD WAM HEADER AEOLXALU 1)!'f LAG SE1EW3 a 6' O.G ./
<br />F{!k. , 1/z` ILm "TIAff:4DCO PE,/FTMT4XN ' jj FIAT a s ON EDGE i ,/2' an. THREADED Fi,irriaON
<br />I TO Erb, 41, WOO HEAOLW.
<br />-- ro EYISTWIa TXNX1 IEMER
<br />Ca*L. 9.M.5. A / ,
<br />a EA END Or i t'R MS
<br />/`
<br />4 Cont. (, 4.1" S-MS , N 4 tPni ,Y/ ] 6"ar PURR'.
<br />'I`
<br />EA 1K Nu, ♦ Iz' 0t.
<br />E a F I.
<br />S•
<br />-t cma
<br />4
<br />i 4'f- ,' T Ihj)/tom-�•-
<br />A' 4 4 M. LA9 M PI' S 3
<br />I. I: SGEY,S w 5' aC !, 9
<br />I ` 1. • r
<br />•@@
<br />2&1/ p MA, I - tH
<br />�'/ PLNflWflON J G E1q Qti
<br />`. a a ';' Sr !- . S.. ._.. -1.. NPAI MS. tkj ! 'ws/a7'
<br />DETAIL /2 `
<br />-'Y ._.-.ii
<br />.6(T10) (SEE OLTAK 1/24 r
<br />_„--'-I
<br />a EP 4 i!Y
<br />? j{L'
<br />s/,6 +w PDP FmeT (ls.t aM:
<br />arrr+�RLo1-( rNRMXnHt#EYFF'f@ + FA. EMt or 1®
<br />T•-T,
<br />�
<br />1P-
<br />fT7 3 5XXw!1E�TCvM i t
<br />H 4 NELXNME'D
<br />(uE DETAIL r i
<br />NI BELOW)
<br />•-'i TIOGG NFWp WEDUWF?a
<br />�
<br />-
<br />I 2 OSO+IAMT an,- 1/4'A-�NATL - l Y 4'LA',RE.Y�wt+4- S
<br />I
<br />1 4Y-•`6A3 a
<br />SEPARATION I f . 10 GABS. /ey+3/37' _�f,�gFJ, Y -
<br />: F i
<br />rA uA53. 1 Anw �1SAcJ/1l` tx- at t
<br />Lkf1e8AP L'1 7 r/6' IAn.
<br />I LYTm DYERIM �i I .E SEPAIIAT,LM
<br />'I . t.._ I 1 M 4�-2Y, W/4" - TO MAST& T/i"a.-20A3/4`
<br />7J/6p e,3 32/ /p p}/
<br />i.." i� I 2 E 1 A ON
<br />L_ $EFNIATKM - WING O ,
<br />Ir O✓
<br />I l R7NK PN)i
<br />! g r to CLASS EVERY OVERLAP iy JJ .EVERY QVMAF
<br />I I ^ '
<br />jj
<br />1 - ---_ _ g,
<br />iJ � j ! i
<br />a W '�
<br />kP" I I I r
<br />.1 Ia;' r
<br />7f
<br />' ib r� Wtf�4 nlrus. • g M 3 c-,
<br />C
<br />a �E_ WING eMUT
<br />a i
<br />'�M\ 1
<br />_. i (r.r M4•.) '! t
<br />o t
<br />_- 1 4�. 4' M5. w I4 t 4`A PAM;MAIE FEYAIC q 6 Iit1�'_ -'I
<br />3/ /
<br />1_
<br />a r/ i S w
<br />PAND.AA PW
<br />2 NIiT /
<br />w �__.. I',. di , 4 A-29,"Y - E ,A' M+..0111AJED Cn'el. __.".-1^ �. :. t!4'P-20.S/4' M,S,
<br />NOT[ TA ILND") nwiiRArDN® 12 t/7" BALL o _ ,.. :.. J 7 =i ]a' jl%4•
<br />;M/Diijg2p'906 / 2j _ _l WILT
<br />- `.. �� i ,IISO TM�14aB.w/4'.nE
<br />S*D..iC_ WAN
<br />JUI0 -"�'OVur!a1FE04PRED _ �/R••P-� t4WR�yFS. w/
<br />0R Mt OR WI iOCE �� _ r, I�
<br />dRN t 4 A-2A(]lE•NIINOiET
<br />_
<br />S2j �p!ia.-ia PANESYAi YA BELLM} B f/4Y-2q,3/4• Mg WJ 71pVa]/32•
<br />7EIs MA! PENETRATION a t2 e � SE INNG NUT s Ir a.t
<br />.. �
<br />SERIES rOpCINSTALLATION :.� li4'.. LAC So" a r OL W/ ,. 1' tf4'f LAC SCREWS O It B.C. W/
<br />Mn. (25 rN- . ,ly' 1 1/7- Mln. THREADED PE1•L11MTfDN 1 1/2• W. THREADED IECI I/l
<br />2FN/2
<br />p� 24
<br />W'OOT.D i REQUIRED T,EiL5U r WIDWITH OF MATE
<br />WPOb RE4LlREP
<br />ESCALELT to/44-.1- Min 2',I4' W000 1ILAT DR ON EDGE
<br />ZATE
<br />REOIARED FLAT
<br />,P•4•p��.♦ na4• 1�.�
<br />ALTERNATIVE 1' OF
<br />SCALE 1/+-'-'T.. BUILD
<br />�.7 E$j��(jr `@'yN�`{
<br />-8iA R fAi.
<br />m A(TERNATb►E tN'W
<br />I 1HLSIALLATIONS ARE ONLY VALID FOR SWLDNCS e,THV A.SD. OESNI,k LDAOS FWWffIH,j.,'-�� SCALE 1/4'-t-
<br />VP YO a66.0, -75.3 PALL AND PANIO'S U741N UP TrJ 5'-ID'.
<br />A. r!`4f P{�SpCA�LEE�T1
<br />_.e�_
<br />a�j4F„� {L4A'C=!'
<br />• 1bZ •.,..„ �s
<br />2 FOR NEW YXw6 FKAME CONSiXUC1wN: 60.10D MEMBERS ro BE 5011O+ERk.. y't
<br />PINE - +' 4'•./' ✓
<br />No. 2. W/ SPECIFIC DENSITY OF 0.56 OR _DUAL
<br />�G SF''--9
<br />FLORIDA BUILDING CODE h Vefoe Hurricane Zone.
<br />(�1Sa __ s '- FRO. 4 - aaza m1Eca. W. 20 GAGE GALVANIZED STEEL STORM PANEL F.P.
<br />U(��L S * T * ! GRgN @e.
<br />ABASED
<br />W£LL AS PAtEL OtRFtCiWE 10,RACRSR aR(�[,OPABp,'H ,�N 4000
<br />Y�a�WMML.Pa
<br />Iwo IXN aD00 NSTAL.iAi,N TYPE ON SHIFii 23 N S -0 �S•.TA. OF r �,�
<br />t ..-10 O11 IrPL IeAAI r RoTE oNI PRODucrs, u c 'D, O
<br />CHn MNArgK K SF1TgIW
<br />TOP A BOTTOM VOU NDHOS LAN BE COMMA NED N MT � & AIDLAPA= Fy{a'0 fC -W • •I.•i" !aw .�aI_ . ,::"W #rb 110c (>M )M-»a E4�it.:' (WIMM-aTPT 20-17;
<br />""' P" AF.-w„
<br />A,niifill
<br />WAY ffiBOUT Am 4L¢fiAt4ARAN. eb1tE: f/4• ., i• M - a • Ass ORNWq ro
<br />NOTE SHUT" ,RACKS NCI SOWN TFD L9.M1iITf * E A1I3NAA1UAt/aR AALIFR A 7f1NJt N., tE r1-,w Awn am ffi
<br />r M RiTt tlAueataa,M1E1
<br />NCL. A -_El
<br />Si P -
<br />AT TOP 13R wauld
<br />WITH TRACKS 'L`•i1 Mrs) TO
<br />MAXIMUM PANEL LENGTH
<br />0
<br />DESIGN
<br />R.
<br />RATING
<br />CONCRETE IS W00p
<br />OW4L1ATOS t
<br />2O0
<br />12'-O'
<br />1 tr-0'
<br />JAD
<br />T1'-6'
<br />10:-0-
<br />no
<br />_ to ' -to*
<br />to=o'
<br />4"
<br />t0-$,
<br />9-A`
<br />-0
<br />Sao -
<br />9 B'
<br />1 1"
<br />1 9' _
<br />8 4•
<br />_-
<br />sao
<br />O
<br />- 17a b5o ._.
<br />6 r
<br />3
<br />/ l-*-
<br />7"-1' _
<br />a /
<br />7' 7'
<br />r . _.
<br />7" �
<br />7`-G'
<br />Sao
<br />7'-2'
<br />6`_),
<br />10.0
<br />6:-by'_
<br />6•-2'
<br />__
<br />960
<br />b-,.
<br />d-a•
<br />TO,o
<br />e-5-
<br />3-11_'.
<br />rra.a
<br />3'-r
<br />,160
<br />3`-b'
<br />711.6
<br />5'-5'
<br />RETEA.I•ONCRETE BLOCK A WOW (t) -3, MAX ANCHORS {SEE SCHEDULE ON
<br />SH(GI F P11tlE31 1t - , MIN. '
<br />FA I
<br />FIND Im TARCKS LPL f4'_7_.1i3. A. 4 a
<br />�1/4, 3/4. 4/5, 5/5 t 6/5
<br />I W/6, 2W/B. 3W/7 i 4W/7
<br />3
<br />a 6
<br />� s-.e:f�
<br />D.M..�J 3, 4, - - T-I -r r,-r-i
<br />LH�T IiRUN.1F,Q AT EACH ENONe _ r'T -7 -T-T -�-----r-r--1-r-_T r-f--i-r-r �
<br />-" '� "
<br />MAXIMUM PANEL LENGTH
<br />L+' OR "L-" (ft.) 0
<br />MAXIMUM AS.O.
<br />DESIGNPfff'sSU TwD
<br />(p..O (4 « -)
<br />-29O
<br />CONCRETE a W000
<br />&WALLAInews f
<br />L+
<br />L_
<br />14-4•
<br />t3=0'
<br />10.0
<br />T r 10
<br />It•-r
<br />xv
<br />it'-41
<br />- W-r•
<br />J54
<br />10 10'
<br />91-9'
<br />ADD
<br />9'-4-
<br />9'-2-
<br />43.0
<br />",-'---A'--,,
<br />.,...._
<br />Sao
<br />8' '0
<br />sao
<br />-
<br />e r
<br />-1
<br />r-a
<br />6am0
<br />7'-3'
<br />no
<br />__1___?
<br />7'-2-
<br />�70.0
<br />7-3
<br />6'-Nr"
<br />Ise
<br />71-21
<br />b=6'
<br />SILO
<br />r-a
<br />b'-0'
<br />ILS.O
<br />,-a*
<br />O.-J.
<br />PIA
<br />16-9'
<br />9'-1•
<br />15:11
<br />9 7
<br />3110'
<br />100.0
<br />A J
<br />5'-r
<br />1050
<br />b-J•
<br />5'-41
<br />•lamp
<br />-
<br />51-f•
<br />Ir6.0
<br />-
<br />Nr'-To'
<br />119.6
<br />4'-6`
<br />MINIMUM SEPARAi OK TO GLASS SCHEAI:AX
<br />MAXWUIA
<br />PANEL LENGTH
<br />WIND SPEED C 170 m.p.),
<br />WIO SPEED a 1713 .41A
<br />(!n)
<br />UNRESTRAINED
<br />RESTRAINED
<br />AA11tFSTRAINED REST/C
<br />30 an LESS
<br />1'
<br />I'
<br />6' 6 T/4'
<br />>33 70 20
<br />1•
<br />1.
<br />7 yr 7 1/1.
<br />7.90 To 145
<br />1`
<br />1'
<br />7 1/r 7 I".
<br />>1.5 10 E"
<br />I•
<br />,'
<br />- 7 1/2'
<br />L 1-1, r AfaM•W, A AA„4 aAAN AIA\W,rAFIMA.1
<br />TOP
<br />mm
<br />DIRECT
<br />MOONT
<br />T'
<br />HEADER1.i
<br />i
<br />,U.
<br />HFLr
<br />! 1, ST,im5"
<br />*rANG
<br />TACK
<br />w
<br />1'Ur' Tit".
<br />-
<br />__ - __
<br />DIOCT MOUNT,
<br />44-
<br />1 32'
<br />37'
<br />1 35'
<br />68'
<br />SO'
<br />SO'
<br />4
<br />15'X1.5` SiUO ANGLE
<br />35'
<br />32•
<br />32'
<br />32-
<br />42'
<br />-38-
<br />38•
<br />E
<br />T' TRAGIC
<br />557
<br />1.
<br />32-
<br />42-
<br />p7'
<br />80•
<br />SO.
<br />i
<br />W 8OEiWa
<br />Sr
<br />32`
<br />32•
<br />SA'
<br />6a'
<br />S/'
<br />S6'
<br />i
<br />SO"
<br />32'
<br />3I•
<br />A0•
<br />56-
<br />se'
<br />®•Tor® I I I I - -( ' ! 1 I
<br />Ii
<br />! }I I j
<br />I
<br />� Ii � ,, 11II i
<br />} j
<br />f
<br />f r )
<br />ll.
<br />I !
<br />r
<br />UNBOLTED PANELS j ! i BOLTED PANELS W/ 1 4►-20Kt• i ,
<br />.. $.. S. T W O 0Vi1H s M BIX. �,[ fA LAP.
<br />'� A5 t i7 SEE SECTIONS ! }J}j
<br />I (
<br />I (SEE SECTIONS AS APPLICABLE) 'i
<br />E APPUCMIE) ' " i ji i I '
<br />I r,+i I 1
<br />L.... I_• f l •I f _. , -I I 1 , 1. 1. 1_ , [. 1.._. �. !
<br />1. . i
<br />f I I iI
<br />I` �v,' �I,II 1
<br />ii I ��
<br />D.M.,3.®. --k i-�- _L
<br />_ _�-- �..-j �- - -i- 1
<br />o` o e 7
<br />r .,';-
<br />E@0 3 MAN( _.
<br />~'' YIN 2/4 t/4. 3/4, 4/5, 5/5 t 6/5 t MIN
<br />1 W/6. 2W/G. 3W/7 & 4W/7
<br />:__---_----ANCMMS (SEE SCHEDULE ON SHEETS 9. 10 371). -- _...- -
<br />I ELEVATION If4 MaP GAP
<br />7-ter N.I.S. _
<br />a (NHL OVERM +1 w,iRE MELEY) i_
<br />_ SECTION A -A "-(.'.>/ N.T.S.
<br />0(1) Li: MAXIMUM i1LOWM U PAM LDO" FOR A OYEZ POWK A.S.D. DESIGN LOAD.
<br />L-: MAX ALLOWABLE P94M U MOM FOR A GIVER NEGATE[ ASD. DESIGN LOW.
<br />(2) PROCEDURE TD D6tERw" MAXIMUM PAL umft
<br />ONIFIN A POSITIVE A.". DESIGN LOUD. DETERMINE MAXM N PAWL LENGTH 'T-4• FROM SCHRDFAX
<br />pffN A NEOATTME ALSO. GN LOW. OETpMNNE MAXMUM MIMl LENGTH %- FROM 4441EDUAL
<br />NAL MIAX)MARA Al1OwA811 P,tlE4 LENGTH K EO1AL TO THE LION mustINLEO PANEL. LENGTH
<br />BETWEEN 'L4' AND `L-',
<br />(3) SEE SCHEDULE WOW FOR. MW. PAWL UWN FOR POINDSM' OUAUnOATION,
<br />F ILSTAFATOMS WM MX0 ARE LOOM TO s 95 P..IL MAX ALSO. DOM PRESSURE RATING
<br />ram TATIMIX, WC.
<br />* .' . 44167
<br />1 ATE OF �#r---_„-.._ IL" EGO
<br />24 CAGE GALVANIZED STEEL STORM PANEL
<br />F.P.
<br />ohm In,
<br />,DIAL PROTECTION PRODUCTS, LLC.
<br />a/vIa"
<br />a tE
<br />4m AA. 6T sum
<br />2O-17S
<br />BM1Alla R4
<br />M I IL FH_ r.
<br />N,Ma, OssaM-7W. PAX. tw)m-sm
<br />,. - -.. : - --
<br />GENERAL NOTES
<br />fI,YYf Pea AAa mX felEfY ! i- IMAfIa wins, .LAPS N• (C) 10-1XXlIMAG WOOD •MGL.. 'EiMiF t:palglY �r _,D Sc yam -;:
<br />I. STORM PANEL SHOWN ON INS PRODUCT EVALUATION DOCUMENT (PE.DJ HAS BEEN VEROIED FOR COMPLIANCE IN ACCORDANCE - 11CO TAPCON ANCHORS, AS MANUFACIURO BY LT.W. SULOEX, INC
<br />WITH THE 2020 (7G1 EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL N07 IM INSTALLED AT HIGH - J14-10 PAAI:LMMTE FEMALE O AND PANEUAASE PLUS ANCHORS. AS MAAWACTURED BY ELOO CONS11114ViON PRocum.
<br />VELOCITY HURRICANE ZONES UAIAM-DARE / BROVIARD COUNTIES). ._ 1/4`0 LAG SCREWS PER N.O.
<br />DESIGN WIND LOADS SHALL BE DETERMNEO AS PER SECT" IWO Or THE ABOVE MENTIONED CODE FOR A BASIC WIND - 1/16`9 A S/8' WOW BUSHING, AS OSMIBU76Q BY ALL POINT SCREW, BOLT 4 SPECIALTY CO.
<br />T P I FOR A FACTOR
<br />R S 0RM ANAL WIU. BE MST AND 4 DeRfCROT4AlJTY SPEED
<br />REQUIRED WHERE L AILED,
<br />BY THE JUND
<br />AS
<br />KM 7-,6 THE MAXIMUM SD. PRESSURE RATINGS 94XCAtE6 ,iN SHEETS C INTO WOOD Di TAPCON ANCHORS 1 / 'AND fYJp ElCO PAMELAATE PLUS
<br />5, $KAU. (A THREADED 0 - ON LIST SHALL 19E t2 2
<br />0TH L/12 AISLE AND SNAIL NO EXCEl7J ) DESIGN i)
<br />, P 3 9 12 a t n. AND ANEIMAS FEMME ro - THRU 7.
<br />AND FEMALE
<br />P 7-1 IN RMY ION ULTIMATE DING LOUD" CETQa9Nfb PER ASCE 0 SWILL !# H1k5T
<br />ORDER 0 VE THE ABOVE CONDITION, 1UM. DESIGN
<br />I
<br />REDUCED PRESSURE MKILQPLYNG CFI' 06 E ORDER TO COMPARE THESE W/ MAX (AS.D.) C2) MINIMUM N OF LAG SCREW, INTO THE WCt10 FRANC Unf SMALL BE T t/2•- t19t£lOEO
<br />ALSOURE
<br />IDN INTO STUCCO SK IO
<br />t1E5ON PRESSURE RAIMOS eWICA7E0 ON SHEETS }. 9 iHRU f2 A 17, IBA P€NETRATK7N INTO STUCCO SHALL 8E CONSIDERED AS PART q' THE REOUIRfD MRE+,DFA PENETRATION
<br />N SHEETS 2 it
<br />E ATRiCS TS
<br />N ORDER TO VERIFY THAT ANCHORS ON THIS P.EO, AS TESTED WERE NOT OVER STRESSED, A 33X INCREr\9E IN AUAWABIF,
<br />STRESS FOR WINO LOWS WAS = USED IN t#ZR KULYSIS- FASTCMM SPACING TO WOOD HAS BEEN OFrow"ED IN C.J) MINIMUM CODE DISTANCE OF LAD SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWOC
<br />ACCORDANCE WITH N.O.S. 2018,
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VEW O IN ACCORDANCE WFIN SECTION 1609.1-2 OF CA) MIAAUM PENETNATON OF *000 BVR"C SHALL. 5/8'. 1/4• 0-20 SCRAW5 USED %OU BE 1 1/2• Low swassi M
<br />'1c1 I^ WITH $IMDl11,D STUCCO EA. AND MINIMUM FOR WALLS NO STUCCO
<br />r t , NNE A80VE MENTIONED CODE AS PER AAE6CAN TEST LAB OF SOUTH FLORIDA REPORTS j06 ALLOY•-tl, AND P02 902-09, AS
<br />PER SM 12-99 A ASTM E 330-02 STANDARDS. AND AMERCMN TESDNG LAB $OWN FLORIDA REPORT 01 t23.01-10 AS PER C.5) IN CASE TIA1 PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO ON WIXw BOARDS � F(JUPip ON THE EXISTING
<br />FAND PROTOCOLS. AND A5 PER ULCU1At10NS PERFORMED IN ACCORDANCE W/ $GILDED iBD4 OF THE
<br />WALL ANCHORS SAL IOU LONG ENOUGH TO REACH THE MAIN STRUCTURE BENN O SUCH PANELS,
<br />NC CODE
<br />FLORIDAl0RE0A BUAAINL CODE
<br />ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 23 a C.a)
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 61621-15 ALLOY AND TEMPER (UNLESS OTHERYA9E NoRD)SEE SHEET 2 (0) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE REC,UMMENOADONS AND SPECIFICATIONS OF THE ANCHOR'S MAUPACTU ft
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL LAVE 3105-H14 ALLOY. 6 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 5 T4000CW 0 (SHEETS 4
<br />4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OVALRY STEEL, ASIN A-653 GRACE W MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEPt THAT HEV.YRS0 4(b IDAU. NOT BE USED,
<br />STEEL UESIONARON W/FY- 92.2 Its (AFTER ROLLED), 9. R SHALL Sr THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 111E STRUCTURE WHERE SIAfnER IS TO BE
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR PIS AISI SERIES OR CORROSION REWSIANT COATED CAM", STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE BLOCK OR W000 FRAME
<br />BUILDINGS.
<br />SOattl W/ •.O W1 YIELD SEWET:,CD1 AND 90 son TENSILE STRENGTH AND SHALL COMPLY W/ FLEINIIM BUDDING CODE SECTION
<br />2411 33.4. ID EACH REGULAR STORM PANEL WITH LENGTHS OVER W. AS PER SECTIONS 1. 21 A. 54 6 AND ALTERNATIVES 1101, 3W IS 4W ON
<br />SHEETS 4. 5, 4 A 7 SHALL. HAVE A. LEGIBLE TRIG ltEAF VISIBLE MWARNG INSTRUCTING OWNER OR TENANT TO
<br />AO
<br />6 BOLTS TO BE ASTM A-307 GALVANIZED STEEi- OR AN 3O4 SERIES S`.AWLESS 51EEL WITH 36 kai MINIMUM YIELD STRENGTH. APPLICABLE HURRICANE WARNING
<br />SECURE PANELS WITH APPUCABF.E REINFORCEMENT DURING PERIODS
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS II. tHE INSTALLATION CONTRACTOR IS TO SFAL/CAU.X ALL SHUTTER COMPONENT EDGES WMC14 REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WIND/ROAN INTRUSION.
<br />wl TSN_utMTI POL�lO14CRM
<br />- 1/4 P TAPCDNI ANCHORS AS MANUFACTURU BY I.Tw, BUILDiX. INC.. (Min. f'r-3t92 p.A.,) 12 STORM PANEL INSTALLATION SMALL COMPLY MN SPECS INDICATED IN 'THIS DRAWING PLUS ANY SULDMNG AND TONING REGNARONS
<br />T WH 1 T
<br />PROMOEO BY THE DUG ION ERE PERMIT S Ao1'L1Ep G
<br />t/4' e . 7/8• CALK -IN ANCHORS, AS MANUFA:tV,iO BY OEML41 INC NUR1S
<br />1/4'0 s 3/4• SOLO -SET ANCHORS, As DISTRIBUTED BY AEI. POINT SCREW, BOLT a id1ECUXTY CO. 13 to) THUS PRODUCT EVALUATION DOCUMENT (PE.D.1 PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />.+, (MIL rr.xwD R }
<br />A ,. THE 5 THE P.E D.
<br />FOR SN1E SPECIFIC PnAIECT, a WHERE SITE CONOMNS DEVIATE FROM
<br />114-10 PANELMATE FEMALE O 8 PANEUMTE PLUS ANCHORS. AS MANUFACTURED BY ELC9 CONSTRUCTION PRODUOTS,
<br />- t/4'0 ZAMAC NALIN ANCHORS, AS MANUFACTURED BY DEWALT. INC. (b) CONTRACTOR TO K RESPONSIBLE FOR INC SELECTION. PURCHASE AND INSIAt10ION INCLUDONG LIFE SAFETY OF HIS PRODUCT
<br />A T MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3J+-: 2- FOR ELCO PAWELMATE AND BASCO ON THIS P.ED- PRONGED HE/SHE DOES 1401 DEVIATE PROM THE CONDITIONS GETALED ON THIS DOCUMENT
<br />CONSTRUC70N SAFETY AT SITE IS T14E CDNTRACTOR'S RESPONSIBIUTF
<br />t 3/4' FOR ZAMAC KVL04 ANCHORS.
<br />4) THIS PRODUCT EVALUATION DOCUMENT WILL 9E CONSIDERED INVALID IF MODIFIED
<br />A2) CAI.X-IN At SOAD-SET ANCHOR'_ SHALL BE EMBEDDED 7/6- INTO TIVE POURED CONCRETE. No EMBEDMENT INTO
<br />STUCCO SHALL RE PERMITTED. 1/4. a-20 SCREWS USED SHALL BE I t/2" W NG MINIMUM SHOULD STUCCO EXIST, (A) SITE SPECIFIC PROTECTS SHALL BE PREPARED BY A FLORIDA REGISIEREO ENGINEER OR AFt.HREC1 WHICH WILL BECOME THE
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEW: ENGINEER OF RECORD (E D.R.) FOR THE PROJECT ARE, WHO WILL 8E RESPONSIBLE FOR THE
<br />BUT WITH WING NUTS PROPER USE OF THE PE(L ENGINEER OF RECORD. ACnKO AS A DELEGATED ENGINEER TO THE
<br />P.ED CHOKER, SHALL SUBMIT TO "HAS LATTER Tiff SITE SPECIFIC ORAWNGS FOR RENEW.
<br />A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, SNGCO OR WOOD BOARDS BE FOUND ON the
<br />EXISTI IC WALL OA FLOOR. ANCHORS SHALL. OF LONG EHAU04 TO REACH THE AWN STRUCTURE BEHIND SUCH PANES. (9) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAR. AND SPLATIIRE OF THE PROFESSIONAL
<br />ANCHORAGE SHAD OF AS MENTIONED IN At) AND IN A2). ENGINEER OF RECORD It -AT PREPARED IT
<br />Is) TD EXISTED tONC2PTE L U..AwM C-90It. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VLSBLE LOCATON AT STORM
<br />- i/4" f FAPCON ANCHORS AS MANUFACTURED BY R T W Bt1G. :k, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL.
<br />SEL PLACED FOR EVERY OFFIQI OPENING LABNG TO COMPLY MIN SECTOR I7094.3 OF THE
<br />A
<br />- t/4' a 7/II' CAT{ -IN AMCFWRS. A5 MANUFACTURED BY DENALI. INC. FLORIDA BUILDING CODE.
<br />- I/4•I X 3/4 SOLO -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT A SPECIALTY CO.
<br />- %14-TO PAIELMATE FEMALE O AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCG CONSRUCTON PRO ,II t1NH,
<br />- I/4' A ZAMAC MMUN ANCHORS, AS MANUFACTURED BY DCWAU. INC �{ A, T.
<br />E
<br />`...
<br />A...
<br />6,t) VWW.M EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES .AND ZAMAC WAUIN ANCHOR, INTO THE.�CEIJ
<br />FLORIDA BUILDING CODE Non HI h VelocT HUu cons zoBLOCK
<br />UNIT SHALL BE 1 1/4'6Lr
<br />B.2) CALK -IN a SOLID -SET ANCHORS SHALL BE EMBEDDED 7/6• INTO 11ME CONCRETE BLOCK UNIT, INSJ tRSNt'6h644 7 ++ Awta m1WXH r1C 24 GAGE WAKED STEEL STORM PANEL a.�'IN
<br />STUCCO SEAL 8E PERAIfl£4 i f 4` .-2Q SCREI4S USEQ SNty4 1 1 f2' LONG MIMALUM SHOULD i . EXIST, '� s;.: ..�-.
<br />µGI ,• MINIMUM FOR WAILS WITH NO STUCCO. T a/01/ M
<br />., I O PROTECTION PRODUCT'&. LLC.
<br />STATE t E C ,wc DMt
<br />8,3) IN CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS SE FOUR 'DL()RI AW, 4: a""a,,ANN CAME 311�
<br />EXISTED WALL ANCHOR" SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH P ,(1''•.. GYM / - nA•t'm-+NA p; - MmM nI-eNI Y Da,4)RTI-rsNP, YAAi (W4kb-asr 20-175
<br />ANC40RA" SHALL BE AS VENT04ED IN B,1) AND IN 84) /ANAL Fw.Ixxi-i a'"' aaiRN" .
<br />hN„Mlll - StAAF�"URE/we "ALTER A Iw ,.., fl - WM[t i a fA
<br />;INSTALLATION
<br />,INTO POURED
<br />DETAILS FOR REGULAR PANEL
<br />CONCRETE QR CONCRETE ILQr,K
<br />d)
<br />STRUOURES
<br />y ISTpW) POIiRED CONCRETE
<br />DENT CONCBTE B1ACX
<br />_ t1fRi POkRIED CONCRETE
<br />iMt CONCRETE a..
<br />5 ; REOUN:RED
<br />yr'f' �. IREWatED.
<br />CONCRETE ANCHOR"
<br />CONCRETE ANCHORS .l .
<br />(SEE SCHEDULE ON 1 f
<br />stcEls - �'4
<br />A THROUGH a
<br />(SEESCHEDULE
<br />LE ON 10 )
<br />EXISTING POURED
<br />CONCRETE
<br />j+
<br />r -
<br />i 2 L
<br />.--
<br />I-
<br />t r
<br />1 1
<br />CONCRETE
<br />M
<br />REQUIRED
<br />3 -satf
<br />EIl eats
<br />1 t 4"
<br />1 / 4"
<br />fMK,
<br />" re, r9c
<br />SW
<br />.. __-.._.____..
<br />•
<br />coNDRETE A14CHOR5 s
<br />SCHEDULE OFT. rr `
<br />-I - f
<br />1
<br />(SEE
<br />r, 1
<br />l
<br />i ,
<br />1
<br />SHEETS 9 TIIR01)6N 10 •/
<br />E
<br />I
<br />I
<br />1
<br />l i f I
<br />1l
<br />- 1
<br />i _{
<br />f
<br />Sf ,.r,r - M
<br />S J
<br />F. , f{r`ml.p 1 Yl `I
<br />f
<br />1
<br />t
<br />1
<br />. 1
<br />1 I
<br />1
<br />A f
<br />�!
<br />L -- - 1 -' If4v-7nU•
<br />I SFPATY31:1 - qr':`_ taa .
<br />10 GLASS. - n f OLz mA p/a
<br />I Abml O,Wt r•4n
<br />p .- _ +:J/S.,•4aorr
<br />d-'` .�..- -SEPARATIONA W. OAtIP'4Ag
<br />TO GUESTS: , 1 mus M Wws
<br />- i NaaAN am r.Ar}
<br />ED "y�rr.,
<br />_ d'
<br />: ��,111-
<br />i>1.` r �'
<br />1
<br />I
<br />I
<br />t
<br />(sEE Duta....
<br />. MTax
<br />-', 4
<br />( 9cHEDULE
<br />4N SKEET i
<br />'•D
<br />I
<br />Cll.4s I ON SHEET 3) ( SEE LENGTH
<br />1 I. {SEE SCHEDULE 3)
<br />R I
<br />O '�' I :.
<br />"L- MIA. IA6n. SEPARA1Wt1
<br />1 1' MaA.
<br />I 1 ON SHEET S)
<br />1.
<br />BETE AIIO140R5 - _ -.(SEE
<br />^I°ON f
<br />1 -
<br />A ! PANEL LENGTH -1(,� SCHEDULE
<br />B _ 1. .-. 1. sC11EOL€.
<br />( 1
<br />T I 3)
<br />I PANEL LENGTH
<br />SEE SCHEDULE
<br />i W+ SHEET 3
<br />(SEE SCHEDULE ON 1 1 /--., ,,
<br />N 1 � ON
<br />SHEET A---.55_HH_LLEETT-._.__
<br />3) r._____FA-._ ..
<br />-___. 1.._..
<br />__-._.I.__..
<br />T
<br />SHEETS 9 TtMOUGH COAL I - 1
<br />L„} 5CX
<br />I
<br />I f
<br />EX 1 A
<br />5T09 N 4
<br />1 -
<br />I
<br />1
<br />FX sTl 1
<br />'_-"1
<br />/ L
<br />i
<br />MAX,
<br />GtA55 I T Z
<br />DU155
<br />;, I
<br />LD.. ':. I 1 •'rIDA,t� 6a[n
<br />O E SOX
<br />f - 1 0i R`
<br />1
<br />1 -d
<br />tr L
<br />'}
<br />E,O R. :--1
<br />EO rr `, 1 :
<br />ED, r
<br />I
<br />I
<br />'y% r
<br />1
<br />'.,..
<br />11)
<br />II `.L+fA1P
<br />EPOMLED O 1'Z7'/
<br />� ='
<br />1 -'
<br />r.y t ' �" -11Wi1= 10t"I"dEEEI'�01t
<br />H HA`�n--
<br />C.wHICRFFE O.001 ) .; r, I -
<br />REOl6RED, i_
<br />CONCRETE ANCHORS..-...-_. /
<br />( (SEE ON r
<br />J f _.. ._____ 1
<br />_..__.«
<br />1j•ASV -to -f0- ,t121/•f4, M.S MI MR
<br />,t r/t• .c.
<br />, - f. _. _...
<br />h
<br />_
<br />SWElSCHEOIRE
<br />'s N-_..ALTEINNATE - 1' A9n. `--"
<br />I44
<br />W Q1 ONLY WHEN 5000 ,,;I;
<br />LEC LOCATION
<br />, I I
<br />•�
<br />w/ � -
<br />CONCRETE
<br />' OR CONCRETE HOCK
<br />ALTERNAIE COWRETK _ }AILS POiAt{D CONCRETE
<br />ANCHORS __
<br />ciawrD,
<br />CUHCRE7E ANCiI(1Rs_
<br />PANELMAlES
<br />ALOE USED
<br />RED�n.
<br />bR C�9NCREFE BLOL"K
<br />(SEE SCHEDULE ON
<br />STAOBER'iD Wt STLNF
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />SNErts 9 THROUGH to)
<br />SCALE 3/b-1'
<br />SCALE 3/8.1•
<br />91A4E 7tn.i•.
<br />_..1N14 .Inn. TNaA.,.
<br />'-VA\•%?ETC
<br />...."/Nj
<br />CENS '•
<br />FLORIDA BUILDING CODE Nan h V91oc). HMrricam Tom
<br />LQOrC_itTR CDMBINATIN4 OF SECOM:
<br />ED.. EDGE DISTANCE
<br />0.44167 1 it
<br />a*i £
<br />* .*-
<br />i qq 57ATEOT� ��
<br />`�`m OeC 24 CAGE WAKED STEEL STORM PANEL
<br />i�O MMcGLOBAII.PROTECTKNi PRODUCTS, LLC,
<br />�'A
<br />et/n/M-
<br />Llae
<br />(SEE SCHEDULE ON TOP 4 BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 4 10) COMBINED IN ANY WAY TO SUIT ANY
<br />ik ---__-
<br />'wry©�D(.' �40RIDI`• „ [ •,
<br />''�
<br />w.: W- 4ar Aa vIW,IW plea. n. mIw
<br />� n',
<br />6AOI xe. 44
<br />m R' aU14
<br />20-175
<br />INSTALLAT)ON.
<br />•
<br />IN 16 .• G 1
<br />_,PM - - M-Ott
<br />er HM-t 4`� (C4NI6-6M
<br />oftsm R.:
<br />F/N.' 1UAE/aTE
<br />lTAL1FAUA WLUF'a. F£ P'R
<br />1 I
<br />I �I
<br />OMIT a 9F M
<br />-9-0
<br />I)
<br />N
<br />cn
<br />N
<br />(u
<br />O
<br />N
<br />V
<br />w0
<br />L
<br />CD
<br />Q
<br />�
<br />c
<br />CM
<br />cu
<br />�
<br />�
<br />�U
<br />N
<br />-0
<br />cuF
<br />U
<br />O
<br />.=
<br />0
<br />C
<br />CD
<br />0
<br />cu
<br />C
<br />O
<br />.4...
<br />cu
<br />LL
<br />1�
<br />p
<br />-
<br />(u
<br />>
<br />En
<br />V�I
<br />��•�
<br />cn
<br />/V`�y!
<br />ii
<br />�
<br />c Jn
<br />2
<br />4
<br />z
<br />w
<br />J
<br />to f
<br />N
<br />-
<br />-o
<br />cp
<br />O
<br />UJI
<br />1 C--c
<br />CD
<br />Ef/R
<br />-o CO LA_i
<br />,+ C 6c
<br /><
<br />H XO O
<br />Is
<br />r, d N
<br />,v
<br />- R 9-
<br />5
<br />Q
<br />� J
<br />cc:3
<br />46 _A /0J
<br />=•
<br />V R
<br />7 W_ =
<br />CA C
<br />E
<br />Cc c
<br />� I
<br />jNSTALLAIION DETAILS F4RET•E(,AEPANEL INSITALLAIMN
<br />INTO WOOD STRUCTURES Min_-----_ INSTAU,ATION QFL AILS FOR REGULAR Q NEL INTO W000
<br />INTO POURED CO i3EjE QR CONCRETE BLOCK sTRUCTBE� -- -
<br />ALTERNATE CONCRETE ;,, - �;i WOOD ANCHORS , , - ___ I m Doss
<br />SEPARATIONI 1
<br />CONCRETE ANCHORS, ' �S RCN LWLE . ISNEETi1D ULE ON
<br />I` 1H•4-2mI• (SEE SCHEDULE 1 _.1do - - - ALTERNATE LEG
<br />11 - - 3 S IEAB TITANS ON SLEET 3) eaTa" 4•a6' HAin.) EXtSTiHG Woo _ "_-ALTERN111
<br />EXISTING POURED CONCRETE_ _, 'WA9," 4 1/4" 0e, L 1 BEAM REWIRED, STRULT I.
<br />(SEE 'SCHEDULE ON OR CONCRETE. BLOCK _ SHEETS 9 7HRouGH 10) OR CONCRETE (LOCK , , ; ._.._ -.�: .r ,. �..-tk, - - ' ?;+ 9"MW"DAI r-6'J : AOCOLW4Y OF E%51WG WC700 I "I I
<br />1
<br />ExrSnnN PETERED CONI".REtT._. - :, - -1 %�«I 7- MIX. sEBI. -fA_ •, I .
<br />SHEETS 9 Tucff to), NEOUN,ED. REauw£D. / /-.___._Ek BED BY __-_ ,_ TERMITE LEG
<br />6Ut5fMIG POURED __. : CONCWEIE fWCNIRS r. ., 't' .' � - I:. - .. "_".... PANEL LENGTH AIEER OR
<br />COY '. ' (SEE SCHEDIH,E GIN _- '- WOW WAM ,, I I :--4/ WOOD ANCHORS - y-- _I 1 .. U. ..i (SEE SCMEDULE AMCHRECT PRIOR TO SHUrmR ,� - 1, a
<br />11
<br />CONCRfl'E REOUMREO '^3 SHEETS 9 THROUGH 1. '1 ; _ ` ,{ (SEE SCHEDULE Dk d 4 ._._.-_.___-.._ _�_-t_-..,_. ON SHEET i. VCR MSTAIATION. ` :i _ t l
<br />•'f r..CD
<br />r:.,r `' r AMA,._- ` /f+' SHEET 11 II al r I-. `-•-_ _ V10DD ANCHORS ALTERNATE wotX3 ANC110R5 •" t' Mtn. - I ,kt',4a vfAaEll feAe
<br />,. -T
<br />J 1
<br />✓ !!•!f! !,. _ _ ,:% 14+I TO sa ,A2w -) . ) - •., MAX. ) Y. - � , I 'L_) ( F - ACED !g , - (SEE SCHEOLRE ON (5� SCHEDULE tRN ': G -_ EO.- fi".,ALE« WA MXEa CA
<br />✓f r. r / rG` - . I -;,r; -.BALL.,_ Ra-•- •---RNA tM SE4N oI 1 _,: 1 - „ . 1//2 0 $PADER� 51NEET SIffET ) . , _ 3 r/ LAW
<br />%?: f .tf.�,.✓ . 1/a ''., 1/4• SAL MS W MR lid l2 -J1f4 -,. I , _. I tFHUiiM-"N i 1 OF Y' iH) r, .(- 1/2. .-.._his , oc A
<br />4` ✓(D
<br />_ -} tAX, ANC aj f ; , ,. / �. --_�' ___ -"- , I ! .__ - .._.... " ; i I I _ F MAX. E8 AL1 , 4' i , - __ CONCRETE ._..- _ �,. • z /s' Oc WOW NEWER _ .-. T , f ,.,..t I ;' ._... i MAX. _ r ,fir
<br />f -""i'. -_i : - 1/T _ . _ " I I 1 1 2' I REQUIRED - • 2' q Ea TWUOD MUO[R , -
<br />9 i (SEE SCHEDULE ON ID �' 1 __-_ ° yd r .AU+I I 1.. f ! -�. � I � 4 - -__ -''� C - ... `-_ 1 I -__..- .__-__ __. WOOD
<br />HE . 1 _ -.--._-_..._-.--_ __.I
<br />- � Is1I�
<br />9 i SHEETS 8 ROUGH ) M -1s t taY-wn } EO. i -»_ - _
<br />9 $ 1 A, 11 Fftli- I IWAO pxa ! .' 1" I I.. { " ` � I. �,,
<br />'",' I - 1 ED, I E1lUSTNK:.j 1$ I i ... 171Y-Xk,.`. RO113
<br />_I
<br />1 : i E 1',Y TALL -e 4 tJ4' Ot J` iyj J ,:';. 's.%' I PANEL "" F� t -- I - I I - - GIASs '" . -4 I VtOCO +M,CNORS 1 I . W e A Try' OC.
<br />e M rr���-- -.2 / .. ,' I - I i' NAAX LONE ALUitlptAN SPACERS _O, t2 tf2- 1 ( 'T,2" t
<br />N {,,,,rr�--' Co.'!� p-� 1 r ,rf+f,r All .: il. I (SEE SCHEDULE L_)�i.� , �. I , 1 i (SEE SCHEDULE ON 'EINI . � 1
<br />1 ':: {5 ii. - I M• ft 1 ow S+,i'ET D E An. U _ 1 E I I : , -� I I Saw it) , §'. E
<br />WE ItY t L 1 I r `I SEE ANTE aABli I1 SHE'ET 1H.}
<br />t
<br />9 , . r ,+' /:_ - SEPARATOR i l MI I _ I I t/r LONG SLEEVES- FSfPAATISPH
<br />6 N 1,,.4-xsf• 'a r U +- •' I MR E SEPARATION U -�"./ I t MAX. IELOW MRATKWS F1'R L MM,. 1 __ ,'-. I 1 1„ L /
<br />'>LL ealm r • ;.1`,�•- 1 _ I to BASS. 1 TN sHftTS. L.. iO ,LALSS- I PAN€L tFNDtH 1 , PANEL LENGTH w ,f " SCHEDULE 1 , `•N,!'4,j3e+I ...
<br />tl.. - To GLASS .. 1 ,/.Y-Zan• (SEE SCMED1.4 I 1C4.4-tat' 9 a 10 F SEE SCHM" (SEE SCHEDULE M I (SEE SCHEDULE i '
<br />F 5s ilmtS MN� 1 ikM SHEET' S) i _ 4.., PANEL AAtE: FEMALE O OR PAt4El- INTE O
<br />(SEE SCHEDULE ON f 65. e&t6 "� • A 01, SHEET 3) 1 JI N wI[AM, ! i ON SHEET 37 t._.- _. __ • -. _ .1_.... OA SHEET S) - ION 5N£E? 37 ,0 / FAn. SEPARATOR TO CLASS. 1
<br />_-_._ Y` IAIM. A a oeArP ta'r-ma• - - jj ) L _... . 1� f T.
<br />_ SCFIEOlUF ON SHEET 3 I ! 'i.' MAX. L
<br />PANEL LEINOiHI 1 SKIT 3) f4eE NR tYte! 1` MO.. -., --Y' - BALE 104 FNa 1 L , t >:. ! fT7 1 PLUG (SEE SCHEDULE ON FEET (1 r_. -. R t 4'W-EI.,•
<br />A + -. __ l I ,�, - 7 N4 S.i IgLR." J f . , -- ' _. -- ORE fi4 Rea I ) L .. Sa Aa1S rA� PANEA LENGTH
<br />.-. 1Deml 00 rd) 1 " I Af EA E MINA I • ii uIEtN aWH r-6ry 7F u awAPCL
<br />" n. _ �` i _-.( I (ON &4w SCHEDULE)11 - -_. AY �+ - I LeWR+ a1XI r-A') PALMED. LENGTH ( 1 i 1 , 1 1' MAX. 4 --- -. -:- - :. -Ni; ,: I NE Fnt w1At (sEE SCHEDULE
<br />1 Min. Ex6Tt ,i _ _. _._ (SEE SCHEDULE I _..-- -_..I ExiSiIND E , H71Ok OWX r-M'} EXISTING. 1 To GU495, 1 2'PA" WOOD _.... 1 - . .... ) ( I EXI A �. I WON am r-in ON SHEET 3)
<br />.. i -. i 0E We,AWa SFPMARON f t +
<br />10 GAS$- ' t Ig�it ON SHEET 3) -1 _cn
<br />(SEE SCHEDULE N L✓' : GLASS__-1 _Ag3OXa -� .+-_ 7 1 �+ I GLASS._. i __.. _.. _ U GLASS SCFIEOU�E-. F _lY' R/QE REOIRRID E____4A'. _ _P-1._ _ _ _ . ON SNEE°t 3) CaASSSn �. - _..- ..
<br />(- _. :: � ..W t .�y4 -
<br />I - . -"f_ �_ 1 v 1 i ON SHEET 3 - .. �lii
<br />p ON 5EEET 3) I 1 I L L- <., S _ * ___-- .,.__: __ -
<br />e 1 OMw � i wMz ,E., 1<< I 1 - . I {6 {�1) i I = i SAy ALTER 3TIVE 2W' I i _( ' - - - + - - 1 ��
<br />1 1 _ ..A,U'•� -, 1 , . , -< _-r '. I k g01f F I { 1_-� I SEE
<br />TABLE I t OM SHEET 11 FOR MAX. PANEL LENGTHS r I of v 4 i MAX
<br />I x1�. } E.D .":.r'r I SPACER I A3 _ _
<br />M. . 1 'O t2 1/'2• o-C. ! , , -_ - --..... --iFNGCM 1 OF -L, j 1 OF 1' £A f O 12 t/2" O.L. MAIL. .D OFSIGN LOADS FOR TN15 IhS'TALUTON. i MAX. 1 U
<br />e _.t _. f ED _ ._._-___. ,-. _.
<br />-in
<br />f
<br />p 1 t H/s' I ' I I „_ ., TAX t -, u` - U I '1 O 12 i/2' O.t. N -1
<br />p1 _, ") _ ._i I 3aHI'WD Ants L [ --_.-_ I �' - 34'. a O 12 1/2- O.0 EO '�,� - .____---4 , i : E6 - T/r
<br />4 ..
<br />a)
<br />i
<br />_-^'__ 1 1 t ,. NO FlpsHt_ i e/4•R-11NCON4:RETE ANCHORS " A 4 f/+'oc CONCRETE ANCHORS 1 ,.
<br />i I - _--._-�_ i IOU
<br />EO I : 6 1 -` I ALLCNF:f) ..- .. __ 1 _ _t EtO , e ep' Q[
<br />I
<br />E%ISTNO 1 $ y�., gti., .� � ^v (SEE SCHEDULE ON ?>;} {. (SEE 'SF UUIE OM _,_ /� -. _ J.-.-_. ! _ _ 1 .i11 WOOD ANCHORS tJF 7k KOFE: 1 - �......
<br />CONCRETE ,v,.., , ..�,'-.?, . `�.....�..; u ,EDGE OF' WALL OR SLAB SHEETS 9 THROUGH 107 r, 5'MEETS 9 THpROUGHN to) ' ` ($'.2 f/p• LONG MAx ALUMNNLM �' 1 _ __- -- . .. -
<br />"
<br />RCIXNRFD " w' I V SPACERS O 6 1/4' O.C. VAUD FOR EA - 1j _.__. _. ._ _. _._ . _ _... 1 STASOEAED Wf 5710 Sf ,= U LAW t I I/2• LONG OP: .y -
<br />4'• �4 ^;: (ALL. CTIiptTipM)i<, LOADS 1 - (SEE SCHEDtriE DN �•
<br />k
<br />/ EX1SrEG POURED CONCRETE Atl DESXN,N AND PAN0. - _ _ '. _.. . _ .__ f - .-- - zzWOOD i It
<br />LLLLti.. /> -' -�P CONCRETE BLOCK EXISTING PONIED CONCRETE UENGTN9 PER SHEET 3. - r, i ""-"-'? „ $MEET ii) (1)MULLOVI N 6 LOOM To A aR Sim r:."=,WIN tY-q' _ - ____ QEGK REWIRED REOORER) _ WDOO ANCHORS O
<br />CONCRETE ANCHORS _ OR CONCRETE MOCK - - 2'X4' WOOD tILB�: I '. - IMX WOW MW HOOEY (6N: a A MS,acaa FNGMI AM ANCHORS a ---- - - (SEE SC63A)LE ON
<br />- '` /:' RFOLAIIED. 1' IA%. LONG ALUMINUM SPACFAS 0 , _..._ I f• MX tE7VatTOH TO p"lK f161CA1EO 1 " 2-X4' WDMt "am NENIr cuone .Y Room am MEET it). WOOD ..
<br />REQUIRED PLATE REOLIRED WINO ANCHHORS . (SEE SCHEDLtIE ON �__. 7f4' SLEET tt)
<br />'- -Lt
<br />--E.D.- "= ' 12 t/2. OC- (SEE TABLE [!, ON M o-
<br />sD14nuLE w+ I!
<br />SHEETS 9 TNRCRIGM It)
<br />SHIEEt'S 9 A 1D.7 sTAOFir"FD Wf 511JQ DI St934 S MW R REXg6a 11D ,/f, ni I ' _1 I (7) Atcume e044G 11e1U i0MP010n M PANEL MIME FO1NE q al I Sip'E'T 11) ____..--_.-.
<br />PLATE P EOL"PEQ -...-.
<br />(SEE SCHEDULE DN IMq A4 1NE tOtiOMIR tAMdFgFIE NE ' _ .. _._ WIRE WOE PILLS) SFMLL pE 9PAaD MM"tAI AI A t/+' 0.0 _� I
<br />SffET i1) tXWAAm AAIa ' SH W4 N17OWtiON NOM is fJp• o.G, 7IAON0 ALOAEO a i A
<br />AIIJILOcn
<br />- TING I b) M1 oAM tA6 OE(NDI PRF�IE i -'-2 MI- V/
<br />I __
<br />IMMNO a .0% -as Pat (3) Wo- s4 GAGE AM D. umm a LAMED To L M Alp o w a
<br />SCALE 3/n" 1' _ _ f I i W. A AKDPa11pR PROM IARGp r1MEL l@IGIIR AUtAIEO oN f ,.
<br />SCALE 3/GANG (O IAE1AM 9aiM PAC, IBAtM o i SWET Ii7 CMM AND a= MOUNTING -OVT/� ■
<br />WALL MOUNTING (3) sttlw wta .arAtLAEGN a ONLY I 1 (4) IaiQ U.a6WL.At1Gr WAM OWI NIIr �W ML R .`OU I OMM 00 I &URK&MM AtB(j +�, A 1N1Xi±i
<br />INTO AN OmR,eO WOOD 0R1AIE' WALL SCALE stti-1' W40 MR we ZO6 1. 2 A D S AI MMO m Asal SCALE 3i9+,1' AL M
<br />A .� '[W I! I i NNH SCALE 3/8-1' " r.ilta
<br />5„nnnreNl I MI .0 a s,, " . Sao" swiss ,Ma TIE 2010 (Tar Ewn" of ?HE FLORIDA, !
<br />SGI,.E' 3/p-1" 1 Mari 1. t r 3 PER +UAL I eMaDeO. NOG a�T`E$ A. r/J i _l✓
<br />�ti� ". T►tA` __ _ ER w, r%�c,� _ _ _ ^i �,�ceNSe - .�% w
<br />a �CE�` a ... FLORIDA BURRING CODE Non Nth V#IocifHunlaone ton. W. �10EN ' :I FLORIDA BUILDING CODE Non High Velaci Hurricone Zone NOTE FOR COM BIJA.TION OF SECTIONS: NJ}�S NO, 44167 z FLORIDA BUILDING CODE Non h V Nurrloam Tom 2
<br />t. INSTALLATION ARE ONLY VALID FOR MAX. A_S.D. s *'
<br />z` : 0. 44167 awso it"M MI, rp. G0MB9,tAT10N SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX.A.S.D. : NO. 44167 ' °mS0 m'a0' "M• F1• 76P ;BOTTOM MOUNTINGS CAN BE S ' �' r Aorta Tama elc. r.r.
<br />- 21 CAGE WLVANIZEO STEEL STORM PANEL pow g NQiE TOR Qf _ 24 CAGE OAIYANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (9.T) AND PANEL LENGTHS = a 24 GAGE GALVAKED STEEL STORM PANEL a NAN * Q
<br />z * ; * a DESIGN PRESSURE RATING (p.s.i) AND PANEL LENGTHS I W.: * L * M 1XWm IP: COMBINED IN AW WAY TO SUIT ANY AS PER SCHEDULES ON 5 3 y a A. wCt
<br />NOTE C:O�iWATKN,I E)f CT t zl�..
<br />- OM/sm TOP 31 BOTTOM MOUNLTINGS CAN BE AS PER SCHEDULES ON SNEEY 3 (EXCEPT FOR ',.,.I,,
<br />; T ,D y INSTALLATION. 2. FOR REV WOOD FRAME CONSTRUCTKNN: WOOD : -'<` f0- "`' --�- c "/s A w/V/fine Z
<br />E.D. - EDGE dSTAJACE firATE flI l� 4Nt. L PROTEC1Kk1 PRODUCTS, LDS.`. DACE COM91N£D IN ANY NAY TO SUIT ANY ALTERNATE 2w'} : � - STATE � .� M„4. GLOBAL PROTECTION PRODUCTSt Li,IL". WE, MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECIFIC F .- -'-} I! L E �i Q A1Ec. GLOBAL PROTECTION PR%IDUCTSr L,LC. aTE
<br />'r , IpRLD .. �ORit) lellr OENSitt OF 055 OR EOUAL. �k� NAIL `^ AIU Z
<br />(SfE SCME(YULE ON TT7P 4C BENTTOM M13UNrMGS CAN 8E O+. f A 4eGA sW 6, atRtEl INSTALIATTON,. P TY6e 1:r. 6r annT (E .eea s:". s, A61@TSHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY '4 �•AA t,wsRLWfewlf� n>t,r 20-175m1M,r13s3» 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD S:o'E4a sA. +IOU ".r wAVA4Y NIKw aME. R. 3314 20-1T5 'AlAnfn,utaL Id`"`,,. *-,�`Aas"e ."tea" m oIAE•tL 'x11a 20-175
<br />INSTA LATION. /(% 'DIMIW "P: S .WIrr.A. - •••�+' awtrw N
<br />AFN rIrvEJOAta ITr„"1-,Io�-ICon7ls '"sn-Hw far - r W.P. l..IW4-7 'a' NR1 M,9 is MEMBERS
<br />051 .5 SOUTHERN PINE No 2. W/ SPECIFIC A ••-•'•� W "°'�' .'"„-s' i9 F11W.AN-,4w .I.. �iPa w�. RI M . I .R, Iw"Ao PE. vu9s,RMTUAE/ovE aA T,eA^ a. --pM4 �7 -FAO: as4m ALIBI
<br />CA afgOn9 , I 'I'm A TILNI Y. PE I 1w • alal N p 1e J
<br />-. 041p A TIN .k_ P.E . , /teat • a is , ,
<br />EL
<br />SHEET N0.
<br />SH 13
<br />
|