|
MW®WM ALSO.
<br />1Aan
<br />MMINTp
<br />�N
<br />APPLICABLE 10
<br />7vaRW=(p.a.L)
<br />(sEEGLASS
<br />.69.0, -7a3
<br />7Ii OR LASS
<br />2 9/16'
<br />NOL7F3) •
<br />1, 2. X. I'W.
<br />2'W&3'W
<br />+66.0. -7&3
<br />70' OR LESS
<br />2 7/8-
<br />BOLTED •
<br />I & 4`W
<br />WIN nA 4 _-4,n,i s a,b, V a wmR+v, R1 RYEfaAP a 4W. W PAIL U"c'"
<br />HNFesuRED a PAINT.
<br />.,Y ,.iXl. 1 •;: V.bY . _ (.+:.t' <,lh .:A) h4., .:311 � t,a, YI:L tll LI?- A
<br />AN IDWIl.71
<br />OESI
<br />UM" MOMRB SPACING FOR L D. _ 3 1/r w
<br />APPLICABLE TO
<br />ANY COMMMO"
<br />- -
<br />LO4Tw PANEL
<br />177MiN 1` (aL)
<br />01
<br />PITE
<br />PRESSURE
<br />RATING(PAT)
<br />TAFDCIaS
<br />rxN-M
<br />PANelAMT[ HT]WE O
<br />PAISIf4ttE t§iiS
<br />To CONCRETE
<br />TO D9NCREiE
<br />To CONCRETE10
<br />CONCRETE
<br />TO C OKCN HE
<br />aim
<br />12'
<br />N/A
<br />12-
<br />N/A
<br />12"
<br />N/A
<br />12"
<br />N/A
<br />V & 2 (TOP)
<br />T1"
<br />3-*
<br />id'
<br />3`
<br />5"
<br />4-
<br />a
<br />4-
<br />V (BOTTOM)
<br />56.0, -75:3
<br />12'
<br />3"
<br />12"
<br />5•
<br />B`
<br />r
<br />8"
<br />8'
<br />1" BOTTOM)
<br />t ++
<br />74' OR LESS.
<br />NA
<br />/
<br />N / A
<br />NA
<br />/
<br />NA
<br />I
<br />'..
<br />N A
<br />J
<br />N A
<br />/
<br />, f "
<br />2 2
<br />I
<br />11`
<br />r 801'TOM.
<br />(Bar")
<br />7'
<br />N/A
<br />8 1/2-
<br />N/A
<br />4 1/2"
<br />N/A
<br />4 11r
<br />N/A
<br />3' MP)
<br />12'
<br />N/A
<br />tr
<br />N/A
<br />9 1/2-
<br />N/A
<br />9 1/2`
<br />NIA
<br />T (BOTTOM)
<br />12'
<br />N/A
<br />12-
<br />N/A
<br />12'
<br />N/A
<br />12"
<br />NIA
<br />4' (TOP)
<br />12•
<br />B"
<br />t2`
<br />9 1/2'
<br />tY
<br />11'
<br />it
<br />It:-
<br />4' (BOTTOM)
<br />* UNITED 70 61Io W. ASND, DESIGN PFEESSURIL: RAIIO.
<br />A SEE MEET 28 FOR ANCHORS TYPE & SPACING MR OW LLA106 Pao WOOD
<br />Flow DLIDM
<br />WOtUM ANCHOR SPAM= AND MINIMUM EDGE DISTANCE ARE INDICATED ON THIS
<br />SHIONAL FOR F.A. LESS THAN INDICATED ON Sdt€DtE FOLLOWING DANCHOR SPMRq
<br />BY MULRPLYRO SPACED SHOWN ON 9CX�faE @t 7HIE TAIFAL'WTO FWt
<br />THIS OPCP7TIOM 10 NE i _ _ PO4SSE, REDUCED SMONO OBTAINED USING FACTOR swu
<br />.V/GORS LE9Efla MOMNA SPACING H811CATBM FOR EACH ANCHOR TYPE AT
<br />AWCHOR 711E
<br />1/Cr
<br />1/49,
<br />1 Ile.
<br />1/4'.
<br />1HMCpV
<br />tWU-WI
<br />Mn, A CHOR 7P/NMG )
<br />'�
<br />3
<br />J
<br />2.1/2'
<br />'no.s ANW Comm (In.)
<br />"IAl a..,r, Ter at)
<br />3
<br />3
<br />J
<br />3
<br />3
<br />3 IJI
<br />3: 1/2
<br />4
<br />WA IA 000
<br />IN"
<br />r
<br />!AO
<br />-
<br />IAO
<br />.53
<br />3 T
<br />140
<br />IA7R
<br />1
<br />I
<br />I
<br />+ NEOIXRES Man DISTANCE BETWEEN BOTTOM OF PAEL I
<br />ANSI ® TO BE 1/2" ;
<br />9.1ar
<br />•(-•I- REOUTRiS M., DISTANCE BETWEEN BOTTOM OFPANEL
<br />AND0 TO M: 2vir
<br />COMPONENTS FOR REGULAR, Ll SAFETY DIE E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-1 )
<br />-.._ 15.125• (TOTAL WM7YD `----•T _E1al
<br />12,500• (EFFECTIVE WIORFI)--------.-....---.,._..,,._....._N.-.:_ f .t93` 1/#•R-20+a+'�:
<br />C*L-----6 1/A' (GYP.)`...-..__... � I,25a .37 " ,425' °.750" �,...,5Nol * e 1/4'
<br />1 i1.,WO• i t,21SO• owLINT• ta• (MIST BE IRE REED)
<br />,250
<br />GL a.a78" :089• .868
<br />/)
<br />T 0.024' MN. THICK 6JIS
<br />r' R • f 67t" t3 Jt•
<br />EIMk TYP. 2: I 3.08C j Pp
<br />I] AM A663 ^A. i.at$'N F
<br />aWIE Sa 1RFXMIIIE
<br />I �•{.
<br />0••eQ GALV, ,�
<br />-�L7
<br />L�-�OETAL A 41y•1-- ' i ,373• _'.'YP.) ("-T.550'-�)
<br />_ _ _ _ _ _ _ _ _ _ _ _
<br />O a�iiRu PANEL Wit.
<br />DETAIL A-f 2.000" t.3ST"
<br />PANELS SHALL BE I4'TA4ED AUA13 2_11 --•+
<br />Aoro AT LEFT TO We OFtPANELL O rN" NEAQER O ' TRACK O ANGLE WITH STUD
<br />PMELS END LIPGAILVANIZED STEEL
<br />W/ 1&7VTIm EDDY .378-J-
<br />- fm'-r
<br />tMX 4-
<br />.
<br />-e.625 j o.375• 0.250'0
<br />-259t"---- i "EMG"Et�,•' I^ •
<br />;, t�r-''�
<br />t .r PALM,. 5 OR
<br />-•-2250 _. .- T , ISOMETRIC Y.IEW SOIL A 1 � -a
<br />P LDS?
<br />ROUNDED CORNIER R► ENDS OF PAWS
<br />t -MA,. .D6a• (�-.
<br />END LP Wf HEMMED EOM 425"
<br />-.�
<br />1751 i tw. e51Tm
<br />aN75D 2301' D9r .067• (TKEY 'b HOLE WASHER 1 _EtGE wNEI
<br />3 o^ (TYPI) 310B-H754 ALUM. ALLOY KEY HOLE AT PANEL 750^r
<br />--ry
<br />mott101A.
<br />2124" rSEE SHEET 6 FOR
<br />,813` UWATONS IF SLEEVE LENGTH 6 1 iA
<br />i LOTH' 125• I ONLY VALID FOR NBTALLAPONS NT0
<br />1 O sI:EErrE 2 , /e" {" _" D�iTYP.) WOOD STRUCTURES.
<br />R -m•- ;
<br />N375• , MAX, LENGTH
<br />2.000•_---` 2.000' I j
<br />I 3.750
<br />2,548' 123• 2.000 R RAW
<br />T� Rom. 'N' HEADER l�$ rU" HEADER I } STEP)
<br />1" MIN, TO 51 ul
<br />ma
<br />1M 11 ` @ HANGER
<br />4F , O ANAL4'
<br />aL.�iau \:.�
<br />3.SP0O'----y BOSH-7T XtoY Vap1 �` �EMIAfrry�A,A/r.�181F�/H r WiDE�
<br />3B4
<br />E'aR E-Z H4No STORM PANEL
<br />....'_„1 Ai4 �' "S� '`• i,EM ^• 4/p� (USE SYSTEM)
<br />I D' .470' 275' ',OUR 2• S NI`LL' `':;S 5YSTEME) So83-TS A.tMM. ALLY
<br />f.Ell i .(- 4 t.t No.44167 "; t'LORIDA BUiLDING CODE Non HI h Veloc) Hurcicam zoos
<br />2DO0 I. t. " + f O a TE m PIC, r.P.....
<br />123 $ 160
<br />� 1. 1. s 24 G GALVAN)ZED STEEL STORM PANEL
<br />� " STATE,DF
<br />� tTYP.7 s L �:•
<br />,.__ mow SEE �- ERN. a ' � • 11 L 1 E C 0 111e. GLOBAL PROTECTION PROWM. LLC. ,M 2
<br />4m I'M 51 51-1
<br />• Aj
<br />kLVt TMa tw w aN, RAWr Caws M1 asNs WR>AE, M 33314 20-175
<br />h 3 BUILD -OUT "r �i BLALb-OUT OF" TRACK 15 dC � WWQGINIERED MRNGNUi aA-ma. (ss.ka-7 Ho- r,v taRRkea 67R7
<br />«...N..awI4.. ,",,w .," 12AOaG Lac
<br />TRACK AM= (ZAA AC 3 ALL" PEw4mismoumEntor HRY1ETe A A1aT m. P.E. 44167 aNFIF 2 OF is
<br />INSTA,Wel DETAILS FOR RES,ULAR PANEL
<br />INTO POURED CONCRETE OR CONCRETE R=K^STRUCTURES
<br />ALTERNATE CONCRETE
<br />L �AN"" LOCATION
<br />CONCtBTE ANCHORS !TSEE SCHEDULE ON EXISTING POURED (X7F7CTETYf,_-.__,
<br />(SEE SCIEpAE oN�;}} DOSING POURED SHEETS 9 THROUGH 10)
<br />OR CONC2ETF. BLOC(
<br />SHEETS 9 TH87G1GN 107.�
<br />REDUIRECONCRETE BLOCK
<br />/
<br />TERWITE LEG CONCRETE 1WGWR3
<br />�_-ED
<br />EXISTINIC POURED
<br />CONCRETE (SM SCHEDULE ON
<br />f SNEERS 9 THROUGH 1 '-'"�
<br />fa70
<br />tom• tMAY-
<br />• 11JM%.
<br />COCNCRETE ANCHORS Iw
<br />-
<br />tA' (SEE SCHEDULE ON
<br />I t SHEETS: 9 THROUGH 10) I Ra/,6ND,'V-mac 1'
<br />I
<br />p M j .I 1P ; PANEL. LENGTH
<br />CU55- b l/ 'E.
<br />f 1
<br />p
<br />y�/� Mh N LSO"
<br />M TON. - j ..
<br />B 1 ._1t4'ti-7L+M^ 'd,j_ 1 .: OR
<br />&
<br />E TO CLASS. .. 1 'O''Y O N SHM
<br />7t Am i SCHIET±1%LE t ,/4w2mt•
<br />W �R
<br />n. ON TO 'GLASS. f t 4NW-t•�,.�
<br />La anN aER 7 aT 3) I .. .- aXs! W SPA gTp
<br />t (SEE SCHEDULE ON 1 tlr&MeAI" j a I sa
<br />_
<br />{ -
<br />1 `� L L04TH _. SHEET 3V ..__.. _. . F .._ Max. - J
<br />Y
<br />i. el PANEL
<br />_.._
<br />ON SHEET 3) i I
<br />ESTMG+} I (OM SHEET 3)
<br />} i
<br />-•�� Gli4AS. GLASS
<br />1 P--
<br />I SCHEDULE
<br />SEE It
<br />ON SHILET 3) 59
<br />l OF "L'
<br />MAX. VAXSPAOM
<br />.
<br />4 D ;
<br />�+ SDL
<br />1 OF v
<br />LENGTH
<br />Ir O-C, MAX.
<br />i
<br />I SKU
<br />CONCRETE ANCHORS a e I 1/a" oa CONCRETE ANCHORS
<br />1y�1^y�
<br />Dal 1 EG (SEE 5CHIEDLTi aN (SET SCHEDULE ON
<br />CONIC;\ OF WALL OR SUB SHEETS 9 THROURH 10 - y SHEETS 9 THROUGH !o R 2 t/a- LONG Mo. ALUMINUM
<br />REatfflw T CONDITION)SPACERS' 6 1/4- Ol VALID FOR
<br />PERMIT, 1 A/4PANEL
<br />CONCRETE
<br />IT
<br />CONCIll
<br />oMf--' ; �\ R CONCRETE
<br />i[E HLOCK OC HL01MRET__,' g QUIRED, _IiRt nAX. LOW sPAxRs.!
<br />L`E`D" 12 t/2. O.C. (SEE TABLE /1 ON
<br />SNii14 9 THROUGH To)
<br />SHEEtB 9 & 1%)
<br />SOLLE 3/8_1' SCALE 3/Bot• WWI,
<br />4A�tiQHI►. TT'4✓j
<br />FLORIDA BUILDING CODE Non With Volocifty Hu no Zane
<br />r
<br />o. 44167 mTLGEM, DING 24 F.P.
<br />24 GAO£ GALVANISED STEEL STORM PANEL.
<br />NOTE, FOR COMBINATION OF aE DNS; '*' • * «* a
<br />ED. - EDGE DISTANCE - s b i STATE D r GLOBAL PROTECTION PRODUCTS, TLC. aA,e
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNiTNO5 CAN B£. ' ��••: +C' ¢• E � t. -ANY4e0R LL of SIr
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY ++` , ,. • TRt ff & oWs,.vL t4 20-175
<br />!� 5
<br />/j�O♦ARID
<br />AI..r..A,V3.. we.:, FAOJ f-1FiG. h., t><R117,-rMl (664%64ti-76H3, (454)M 7
<br />INSTALLATION. / " TG� ♦ •- rlr..a 4a_+,
<br />R0-1
<br />VTR wx w.. ... : . er rN.
<br />NtlrFNtR03
<br />A: 4DURi/W,1E WILITA A TIt/Y 0-.:P,E + LRDDV 5 4F to
<br />INSIALLAIJON.
<br />v
<br />INTO EXISTING WOQQ MUC ORES
<br />1/4S. IRO 9CRq,5 O d• O.Q. W/
<br />1 s/2• Mtn. THDRFAOW PEWE7RAiiGI! (31 MIN,. 2ra4' WA1GO tl4`4-IA9 Sf2i£e5 O e'
<br />/4'0 ViG SCRERS D S" o&. W/ TG EfOStMM WOW FffiMER. Y �. FIEAOFit REOIAw:D
<br />i 1/I' Nr. 1tI1EA0E0 PtlNDRUM PLAT OR' ON FOGS t 1/r tan, THOERnal PEEmmw
<br />-TO fl0£fING WOOD HEADER. 10 C-L (114.1' SALS. ownWOOD '
<br />OFp 1/4'tl-2fix3 4' NS
<br />t , Wf 7!$'x3f/32' Waft
<br />5 , i-A
<br />l - 1 4. tAO THma o Y o&, wJ 4 epR 0 EA 0 Of
<br />F gg 1,[s_'F-ZQt3/4• TRI,Ii� itY IW.NG TIN A O PEt1iiRATiOpi L +I- £A, t1✓D GF p
<br />DEAL 1/24 a wm Wt_,7�6�•a,.Jt32' TG FxSTaR: a[� iMtlp'A.
<br />P HDTE IA "�1n+n
<br />1 I EVERY (rn) tSLE CET t/24 6:
<br />5 3/16- Nam. PPP All 4 C-xt �Hxt• SAIL
<br />-1 OYo� EVERY W MOO OF ID t
<br />WOOD. 7 C"
<br />1 {SEE oi7M t,r^14 @
<br />T NOTE to LDAW} }
<br />- 1 wOW IaA9ER REOGIN®
<br />2 o/TRH^ W. ,: 1 a-2A3r#' ". i14'A-20+t3 4•
<br />RI
<br />2 9 1I'' Mtn ; SFSiMI6TWH M;S,: WI/
<br />94 7 ' / 3 i 6eF3
<br />/ TO
<br />7 aOJ3r
<br />TO MASS, tAS, W/T 4x3J32 ? EEG. HOVER a
<br />EVERY aRLAP 9 EVERY OVERLAP � M1r'O:C 1 &EP�TIW T
<br />TO GLAS4 tt4'i-2Gx3{% jj
<br />Min. Y7 / EV ekD 0
<br />GSASs i EVERY oCNP#.w EVERY
<br />To G #:
<br />i.. I _ -t •1,�,,5�s +� Fh/-2N3^u.S ,g M 3 ta,t +R # t
<br />I A 4 12- G.C.
<br />Q 4?ro
<br />, 4'4- r B C W 1... i 4Y PAXELWAE FFLL4E M 8
<br />P TE AN MUS W DAM a
<br />t'SotA.
<br />1 +NOTE 1A w1cm) PENEGRATTIOkO / %Y O,C. ff 114'7A 4".M$.
<br />14.. F _{ $ H• L �f 'a^21k,34'
<br />! s uG SR81E1R6 O 4' o.E. tll'J (. rx4'4` S, 1230
<br />MM. MIS: 41 FEMEn4am:O
<br />2� w�
<br />a U A2 OR
<br />,MATE „NtJT' NOTE 4A Iml
<br />TE.. SBadE$. 201Io -...
<br />T 1 A NOR RA CPt E ,
<br />(Mp I4 7T PAMELM1E PL(14 W - 9Fs }. B R..�¢/ MS, W! 71b�'H+S/22
<br />1.. WL FENEtRAT1OFH.A M2f♦ d ,GTE GRi 5 C"'L NUf /F H3"
<br />s�oaD
<br />1/4 •HAG 99RE119 a 1P oC,.WJJ'. T/1Z LA6 SidLwl O
<br />ARR C2 2 x4 O • I yr Wn, TNRF!#D PENEWTiON MkL (2 2' • 6 1M t tllPt
<br />FFLATTU.OR ON Em SCALE t/4--l-2- ) MM. 2'x4' RWGT FIAT OR O E
<br />A;.j�RNATIVE ,'"W PLATE ItECLAatTt FIATvul FLOOR TO GFILING MOI R�1T�{���t/�
<br />SEd�IE 1f4"_t' L2.ING
<br />i. MISTALLAl10H$ ARE ONLY VAIN NR WITH ASD. DESIGR LW S0AD5 ttltkliMNN�,,�IRMLL&M s WAE tfi'_t•
<br />UP TG 4 .oN -75.3 PIT AMC PANEL UP TO 5-10. D - lt ,f��IAT1VE 3 W
<br />2. FOR WIN wow FRAME CONSTRUCtm WOOD MEMBERS TO BE SOUTHERN $ O.1•`4i A: r•KJ,t-
<br />PINE No, 2. W/ SPECIFIC �DRs11A' OF 0.53 GR EGlML .�`�4.
<br />!x!A 36 FLORIDA BUILDING CODE (High Vetoes HMMDo a Zone
<br />No. 4 4300a M1EXL aHC 20 CAGE GALVANIZED STEEL STORM PANEL. FP.
<br />GEE Al REtXmaElEtO6 FOR 1k$ OF $OP BAR (di AT TOP * • «* OR+NItG 6V:
<br />STOLE AL PAta1 CA4MCI,ON to iRAOXS CSAf W2TS3) AT BORON
<br />,OtM DR 20E45 I4TALU110N TYPE oN FET
<br />STA NSF 4 `■ �a y pGLOBAL PROTECTION PRODUCTS, LLC.DIM
<br />I7
<br />1 A A-•D�J,O..,•x,( {)P ,• i Lr E C 0 EMC.
<br />!lQLP EQR GMT6FRd a �•O•'=. �ITRLy NTS, F��,��FFI�APHFpp�JP�E/R�LWT�` 1L +qoo A'k. St a1RNEG
<br />7W & oOTTtOM M$41NGWC&c 4`/W BE LulRetHE11 N AM A. N �.YiIiT ''•A�y,�a7014 i Cl
<br />`. ,k ` Rw".`. EeMi:t� r.-, ,• Fraru: nA4x ,s a Fm.'Caa4i08a-IJaP. 20-176
<br />WAY tO aPIT ANY RiBTAUfTR7N. 1/4` . 1" A`rTHIN CA *. A.: •. �m Ma w eR DRA B rk
<br />N'OCE : Sbi1aTOR 7RACI9 NGT SFITA4N NOR CWP1T PE. RAt7IA A k :P.E n ex a . MMC'e. pF, O 26 #
<br />MAXIMUM PANEL LENGTH
<br />L+" OR "L-" (ft.) a
<br />MA%WWAt -
<br />OEM
<br />PRESSURE URE RATORG
<br />(P.MI) (+° HIf ").
<br />Cowl A WOOD
<br />NSGUATONS f
<br />Lt
<br />L_
<br />24L0
<br />12*-0'
<br />rr-0'
<br />2S,G
<br />fr-w
<br />r I •-!'
<br />504
<br />tt-8•
<br />to'-9`
<br />_ 35.8
<br />t0'-10•
<br />ftl
<br />4a0
<br />to'-t'
<br />91-4`
<br />LSO
<br />9'-8'
<br />a.-9'
<br />Sao _
<br />9=r
<br />8'-4•
<br />fto
<br />8-r
<br />ate•
<br />Sao
<br />Ill
<br />r-71
<br />no
<br />8'-o'
<br />11-4•
<br />10,0
<br />71-41
<br />r--o-
<br />no
<br />r-3'
<br />6"-IO'
<br />AGO
<br />7-2'
<br />8'-r
<br />46.0
<br />7Z2
<br />B'-6'
<br />.RDA
<br />81-8'
<br />8'-2"
<br />Al
<br />i0S,0
<br />B•-3•
<br />8`-9•
<br />flan
<br />1i5:o
<br />-
<br />,-a•
<br />It9.a
<br />3=3'
<br />DiffM MOUNTED AT EACH
<br />MAXIMUM PANEL LENGTH
<br />'L+' OR "L-" (It.) 0
<br />MA:N OM fix:oN
<br />POUR RATING
<br />WIND
<br />CONCRETE &OEM
<br />STWALUaIGHS t
<br />20.0 -
<br />14-4'
<br />IX-O'
<br />2"
<br />r2=fo•
<br />Ir-r
<br />JCtO -
<br />I.i-r
<br />101-71
<br />3:10
<br />to' -to'
<br />Ill
<br />IaG
<br />91-6'
<br />91-21
<br />411
<br />sl
<br />8'-r
<br />Sao
<br />Ell
<br />8'-2'
<br />S&O
<br />r-J"
<br />71-9•
<br />ago
<br />B o'
<br />r-5-
<br />6"
<br />7•-I•
<br />r-2`
<br />Mo-
<br />r-5•
<br />0=11,
<br />7SO..
<br />r..e
<br />1114*
<br />BOA
<br />no
<br />a7No
<br />6-a"
<br />Sl
<br />93.0
<br />9--7,
<br />IatrF..._
<br />r-3"
<br />81-r
<br />$Ol
<br />8,-b,
<br />8•-4-
<br />?IGO
<br />8-r'
<br />rtS.d
<br />I t9.8
<br />M99R1M SEPARATON TO GLASS SCHEDULE
<br />MAXIMUM
<br />PANEL LENGT"
<br />WRIT SPEED G 170 mP.h
<br />WIND SPEED > 170 ftpA
<br />(MT
<br />UNRESIRARNED
<br />Rt51WJtED
<br />UNPESIRFTIED
<br />RESTRAINED
<br />30 OR LESS
<br />I.
<br />1.
<br />8`1
<br />B 1/4•
<br />>33 TO 90
<br />1.
<br />1"
<br />7 1/2"
<br />7 1/r
<br />>90 TO 145
<br />1.
<br />1"
<br />7 1/r
<br />7 1/2-
<br />>14510 Ii4
<br />1•
<br />I -
<br />7 1f2•
<br />1,911INUIRA AAA{F'1 ICAIFSTI4 Ill CiBR A 11dVPN HnUNTING E_nWnfri3N
<br />2/4 ) /4. 3/4. 4/5, 5/5 & 6/5
<br />1 W/6, 211l 3W/7 A 4W/7
<br />ANCHORS (SEE SCHEDULE ON 3' MAX
<br />.-- SHEETS 9, to &11) -�- -- 1. lal.,
<br />L[JL _
<br />1S BOL7ED PANELS w/44-RAID•
<br />IS / S. M.S. BOLT W 4 FA ZYVEA11AP(SEE SECTIONS AS APPLICAll
<br />G!
<br />4 5 5 5& 6 5
<br />2/4
<br />"R
<br />i/4, 3/4 / . / /
<br />TW/6, 2W/6. 3W/7 & 4W/7
<br />-------ANCHORS (SEE SR.MIEDUM ON 1116M 0, 10 &,P)----- -�• --.=
<br />REGULAR SIM PANEL�_ELE'VATIQN 1/4• ,, GAP
<br />2:oer -I`
<br />(OK Owlaw _t WNgE will
<br />�J
<br />PANEL FOR A GR4:TN LOW.
<br />(1) L+: M ALLOWABLE PA
<br />ALL WABLE PE
<br />GIVE AE O BE M LOAD
<br />IFNDIN FOR A GIVEN NEGATIVE ASD. OESGi tae0.
<br />L : NAIL ALLOWABLE LENGTH FOR
<br />RE MW
<br />(2) PRilO'OURE TO O3ERAIRIE YAOMOA PANEL
<br />E MINEU)OftM
<br />{INFSi A PgSnRE NSA. IOL518N LOAD, OET1]tWtffi MARwaA H+ItEl 3Di81H1 1+` FROM Stl#D18E.
<br />COVEN A NEGATIVE ASD. DE MN LOAD, OE1ER1@IE MATMSIt PANEL IDIOM 'L • FROM SCHEDUL
<br />IINAL MAGNUM AILORFABLE PAl1D. LOROTH tg EaLWI TQ THESERMEMN QETOiI M PANEL LENGTH
<br />Well 1+" AND 1= .
<br />(3) SEE SC EDIAE BELOW FOR ON, PANEL LENGTH FOR POROSITY 0UA9'Ok1OlL
<br />i` VWALLAYO M INTO WOOD ARE LAM 70 H: 95 P.I 1. MAIL "D. DESM PRESSURE RATING
<br />I 9, 10 & 11 FOR MAX, AS.D. OEM LORDS to MAX. PANEL MOM FOR
<br />• ..
<br />SPAOSol E USED,
<br />FLORIDA BUILDING CODE Non High volooft ON cone Zone
<br />. 4�4167
<br />gizmo n11La NS,
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />* I*
<br />Tr
<br />TiL ELIDING.
<br />BAIL PROTECTION PROD4ICTS TLC.
<br />. 0 1 I •"�` ! "2e>
<br />NeOO SW. al grAm
<br />_ HOME. VA 3 -
<br />M1 IrL 41s R.L+aoae,
<br />20-175
<br />�'
<br />R +:0.4 r:-,1w-
<br />PI�GR.i MP6M1)Ia9-78N6. rA! (o6La-6J27
<br />INTO MOO MUCTURES
<br />WOOD ANCHORS �---(SEE SCEDULE- 1
<br />.�` SEE SCHEDULE ON t � R/4Y-2On• 1t s
<br />HEET •... S,1 .� ast{an T ON SHEET 3)
<br />a!W
<br />l i
<br />fi 5 j1 E 1'MO..
<br />1 Exgi1 `�'j
<br />s_
<br />2 WOOD ANCHORS A 41 r 1 ; I SEE
<br />SIEE ON
<br />�1Lfr
<br />1> WEEET 11SCN)DULE
<br />1� SINKER
<br />1/2• Cr •L I
<br />fill iSPACER, 1
<br />NGRH _
<br />1 (---tEAIAX
<br />t /Z. 1 .�iDYREb vL 2 1 Ea c
<br />Ry AIrI i I -><
<br />1 1Mirr L..
<br />D El r
<br />" 1 N
<br />�--�---7
<br />1 MAX. LONG ALUMINUM SPACERS 0 12 1/2-
<br />A o-C, (SEE TABLE ft ON 5WT ,1.)
<br />I
<br />) SEE NOTE +"' BELOW FOR UMaATWMS PON
<br />1
<br />!!
<br />el" 1AA7L ► 1' PANEL LEMGT4i j jj 1 1/2• LONG SLEEVES..
<br />E}..- TO oIASBN T
<br />f SAWS' M is
<br />I (SEE SCHEDULE mmLEN
<br />(SEE ESC UlE �_) S I.. 1--RAll WE FINALE O OR PANEL MATE
<br />ON SHEET 3) (ON lea _
<br />SHEET 3) >. � s if PLUS (SEE SCHEDULE ON STREET It)
<br />IT-.
<br />1
<br />11310 MIn. I fJi L. l,_
<br />1 qt/t MAaH a6R't-ay 5 2x4"
<br />GLASS''�`'GLASS,
<br />�EE SCHEDULE T PL It REQUIRED
<br />1
<br />aI SET 3)10
<br />F DTREG7 IAOUNi WZ SPACER EM
<br />ALURU E 2W
<br />SCALE 3/8_1•
<br />i f
<br />1
<br />_ =- SEE TABLE %1 ON SHEET 11 FOR MAX. PANEL LENGTHS &
<br />i ! L t 0 12 1/2 a6
<br />1 D ' MAX. ASD DESIGN LOADS FOR THIS INSTALLATION:
<br />Off`
<br />; ;
<br />!!I EO
<br />I 1
<br />WOOD ,FRS * T
<br />STAGGERED W/ STUO
<br />I igg t II (SEE SCHEEDULE ON 1r MLA %In BE I Ilr I= T;
<br />/�^I
<br />T,_(I.t * _ `+. 1.,t E' SEIEEI t1) (1)TO AONE SMW WJUXM OM ...RHCAIEOFE AWs-O-
<br />2"x4' WOOD ; _ i I Tf • pp H
<br />PUTT BEOUN WSMOD ANCHORS I• ICON. DRAW" to wat IIMICA I 1 1 .'• .. wow
<br />IL
<br />I �AGOEREO W/ SPUD ON aFECt 3 MRY 6E:40oll 1 Yr A9 .. �. _ REQUIRED � GOING rAW N COWWAM0 W
<br />i, tp �ON � LORE AS TIN.' DUAMem AREY Sh (TW6AR1�6 POKE
<br />£ { SHEET tHEDULE
<br />I iOOMRe'9 TRTIb & T FDA nOM t2' I/r 04 SPACING AuaWEO ON
<br />(1) RV EaASO OW" + -!a P.J. PM M WX 24 0" PMIL UNORH of LIMITED 10 Or AT AW OPO M
<br />,F�� ���y� ,H ,H� p�+ MO 16 A R 7HaN FROM LAWN PANEL LDW M ALLOWED OR
<br />°y w w�V,MAM STORM PIM LENGTH M WALL IS111,11 Ii1,ii, S%T MOUNT 9d�tAE. sourer 11).
<br />.DULL
<br />ON
<br />Y
<br />WA"�jQUNTING (3) 9ToRA, PANEL IaSHiN U GD S O14Y (4) 1 1/V L MWAM OF e S SAM C`Ma r }LpdAqul9L ec AS ITS ONLY
<br />SCA E 3JB-1 MR a we
<br />ALTERNAl , W w o AH EXmTW9 WOW F1VAK 1 WLL W AT W e I' 3 N LEGIT
<br />SCALE 3/8_1- (4) M$ML MNVA D ONLY FOR WIND E OULOW O� _ AMC 7NE Q,A mtOIXQ OF THE FLOItlW
<br />ZW88 /, 2 e 3PER AWME
<br />t1196-aL `S,L4 A: T!(LT
<br />l> vCENSF °�� FLORIDA BUILDING CODE Non Ifill Yelocliy HIM no Zone
<br />r
<br />I T10I+7 - Y VALID FOR A.S.O. 11b. 1. INSIGNIA ARE ONLY MAX. oio201N31io. Ft. P
<br />NOTE LNATr(}N of sEcnoNs:' - N D. as
<br />t6 �Qti �rD�T 24 GAGE GALVANEZED STEEL STORM PANEL
<br />-
<br />_
<br />DESIGN PRESSURE RATING (p.bt) AND PANEL LENGTHS *- - DALRD W.
<br />TOP & BOTTOM MOUNTINGS CAN NE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR $GATE. •*� .Ra GLORAIL PROTECTION PRODUCTS, LLC. � Tom
<br />- (RISTCOMBALSIITON., INED IN ANY WAY TO SUIT ANY ALTERNATE 2W') '• I L E C ©. "C. 411Oa S.W. SM STREET
<br />i3RID
<br />2. FOR NEW WOOD FRAME. CONSTRUCTION: WOOD '' .'`Wa. aX wr2r WA4bM R SNe wwC n. SUM
<br />MEMBERS Ttt BE S17UTF1£T(N PINE No 2, VS/ SPECIFIC Hi • `•'"•• "*` N oN4 m +AM Arc an"°" _ pa4OWeI-�4M, VA* (W4)U#-S 7 20-175
<br />DENSITY OF 01 OR EGUA(•• AN wuxcR A um1.f.. P.cRat
<br />i + MtRi W: or Is
<br />N
<br />Q)
<br />Cn -Cu
<br />N O
<br />C
<br />Q 0 O
<br />Nams
<br />��+�
<br />maxm IST sal DG-w �> w.m slrw_oa-n (c) NG wggp ruw SPEC ac oaAwrr. C pss L 1;
<br />•
<br />Q�
<br />1. STORM PANEL SHOWN ON THIS I"RODUCT EVAdJATNTFI DOfAlNEN7 (PLED.) HAS BEEN VEPoF7E6 ti>R COMPWNCE IN ACCORDANCE - f/4`e TAPCON ANCHORS, AS MANUFACTURED BY 1.T.W, BMILIEX, INC.
<br />V/ U +-•+ 1� ••1•.-0
<br />WON THE 2020 (7th EDITIMQ OF THE FUDISDA all W CODE• THIS STORM PANEL WALL NOT BE INSTALLED At HIGH - #14-10 PANEUTATE FEMME i0 AND PANEUAl PLUS ANCHORS, AS MANUFACTURED BY a= CONSTRUCTION PRODUCTS.
<br />� '^
<br />VELOCITY HURRCANE ZONES (MMAN-DAM 1 BROONAD COUN!'I - 1/4"9 LAG SCREWS PER N,t).&
<br />DESIGN WIND LOA05 SHAH. BE OEfERMNED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WAR) - 7fiefs x 5/8' WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO.
<br />^, vJ
<br />�
<br />U
<br />SPEED AS REWIRED BY THE JURISDICTION WHil STOSA PANEL WILL BE INSTALLED. AND FOR A t>NE£CTIONAUTY FACTOR
<br />W �
<br />KO-0.55, USING ASCE 7-16 AND SHALL NO EXCEED THE MAMVM (AS.D.) DESIGN PRESSURE RATINGS INDICATEMINIMUM D ON SHEETS CA) THREADED PENETRATION RITO WOW OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2• FOR ELCO PMIELMATE PLUS
<br />3, 9 THRU 12 h 17. 18. AND PANELMALE FEMALE O.
<br />O
<br />IN ORDER TO VESTRY THE ABOVE DONi2 ". UT_TIAAATE DESIGN *No LOAD" DETERMINED PER ASCE 7-16 SHAD. BE FIRST
<br />REDUCED TO PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. C.2) MINIMUM THREAM PENETRATION Of LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE I tJ2-, NO THfffADED
<br />L
<br />O
<br />A.S.O. .DESIGN (ASOJ
<br />OESON PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 & 17. 18. PENETRATION INTO STUCCO SNAIL BE CONSIDERED AS PART OF THE REQUIRED TNREAOED PENIEfRATSW
<br />IN P.E FY AS NOT INCREASE IN
<br />O LL
<br />ORDER TO VEWTHAT ANCHORS O" THIS-.D. TESTED WERE OVER STRESSED, A 33X ALLC'AIABIX
<br />STRESS FOR WHO LOADS WAS USED IN THEM ANALYSM FASTENERS SPACING TO WOOD RAS BEEN DETERMINED IN C,3) MINIMUM EDGE DISTANCE CN TAD SCREWS. INTO WOO SHALL BE AS INDICATED IN THIS MWB;r,
<br />-
<br />=
<br />ACCARDAkGE WIDI N.O.a 2018
<br />Il
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WMAO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE MTN SECT" 1608,12 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 3/11". 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM
<br />O A•e`�
<br />4V >
<br />THE ABOUT MENTIONED CODE AS PER AMEPoCAM TEST LAB M SOUTH FLORIDA REPORTS M441-01 AND /0219.02-09, AS SHOULD STUCCO EXIST, AND I- MNIMW FOR WALLS WITH N0 STUCCO.
<br />0
<br />U)
<br />PER SSTD 12-99 & ASTM E 330-02 STANDARo3. MO AMfRICAN TESTING LAB SOUTH FLORIDA REPORT j`1t25,07-%0 AS PER
<br />"- -0 E O
<br />1AND TAS-203 PROTOCOLS, ! AS PER CALCULATIONS PERFORMED IN ACCORDANCE WJ SECTION i$O4 0F' THE C.5) IN CASE THAT PRECAST STONE, OR PRECUT CONCRETE PANELS, SnUCCO 4R WOAD BOARDS FOUND ON THE EXISTING
<br />^,
<br />� L
<br />FLORIDA WALL, AtNCLHORS SEAL BE LONG ENOUGH TO KA M THE MAN STRUCTURE BMWD. SUCH PANELS.
<br />�ItCDING Cl'OE.
<br />� W -
<br />�.••
<br />ANCHORAGE SHALL BE AS MENTIONED IN CA). C,2) & CA)
<br />�
<br />0
<br />2. ALL ALUMINUM EXTRUSIONS.. TO BE 60E3•-T6 ALLOY AND TEENIER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL HE INSTALLED FOLLOWING ALL OF THE ft=11 MEMDATTONS MO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />A_
<br />i �A CL
<br />3. ALL ALUMINUM SHEET METAL, USED AT CLOSURES S,HA.L }NAVE 310tl ALLOY,
<br />8. PANELS MAY AHSSI BE. INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHaWN. ON SECTION THROUGH a (SHEETS A
<br />�..� W Q
<br />4. ALL STEEL SHEET META. PANELS SHAU. HAVE STRUCTURAL OUAL(TN STEEL. AWN A-553 GRACE 80 MOMWM C-60 GALVANIZED THROUGH -6) EXCEPT THAT W-40CAS13 &% SEAL. NOT BE USED:
<br />STEEL DESIGNATION W/FYw 92,2 Nat (AFTER ROLLED). 9. R SHALL BE T'HE'. RESPONSIBILITY OF THE CONTRACTORTO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 Art SERIES OR CORROSION RESISTANT CITED CARBON STEFI.: AS.. PER DN ATTACHED TO INSURE:. PROPER ANCHORAGE. THIS SHUTTER SHALL. ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />BUILDINGS.
<br />50018 W/ 60 W' YIELD STRENGTH AND So l TENSILE STRENGTH AND $HWI COMPLY W/ FLORIDA SUiLOING :`WOE. SECTION
<br />2411.3.3A 10. E44M REGULAR STORM PANEL WITH LENGTHS OVER W". AS PER SECTIONS 1. 2. 4. 5, I MO ALTERNATIVES IVY 3W & 4W ON
<br />SHEETS 4, S. 6 & 7: RESPECFMl SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR nmw TO
<br />6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AIR 304 SERIES STAINLESS STEED. WITH 36 ks MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOW!, It. THE INSTAU.ATXXN CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REAM IN CONTINUOUS CONTACT WITH
<br />THE BULDING TO PREVENT WIND/RANI WOUSON.
<br />TPOURFn
<br />cavcRETE• n (A)
<br />- 1 f4•0t7(KT7NG TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. (M.. rc_3192 P.L:) 12. STOW PANEL I ETA ATON SHALL COMPLY WITH SPECS INDICATED IN THIS MINING PLUS ANY LNG AND ZONING REGULATIONS
<br />- 1/4- a x 7/8' CALK-H ANCHORS, AS MANUFACTURED BY DEWALT INC. PROVIDED BY ME 1URISOOTON WHERE PERMIT IS APPLIED TO.
<br />- 1M4le It 3/4' SOLO -SET ANCHORS, AS bH57i6BlDED 9Y ALL THING SC32ETF, BOLT tc SPECIALTY CO. 13, (4) THIS PRODUCT EVALUATION DOCUMENT (P,ED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PROVIDE INFORMATION
<br />Alin. r :aL
<br />( P )
<br />- th1 P T MAN ELCO CONSTRUCTION PRODUCTS. D ANFLAA E :ENO£ O & PAN#1LAATE PLUS ANCHORS. AS MANUFACTURED BY FOR A SITE SPECIFIC PRWECT: IR WHERE THE SITE CONMiONS DEVIATE FROM THE P.ED.
<br />PMEL
<br />- 1 4"a 7ALAC NAYN AMCH0R5 AS MAN WACNREO BY DEWALT. INC
<br />/ (b) CONTRACTOR TORE RESPONSIBLE FOR THE SELECTION. . PURCHASE AND INSTALLATION 07p.UDINDLIFE SAFETYOF THIS PRODUCT
<br />AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4,: 2• FOR ELCO PANEUATE AND BASED ON THIS FIX . PROVIDED HE/SHE DOES NOT W41AX FROM THE CONDITIONS OETACED ON THIS DOCUMENT,
<br />CONSTRUCTION SALTY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
<br />1. 3/4' FOR ZAMAC MILK ANCHORS.
<br />A c) CALK-N & SOUR -SET ANCHORS $HALL BE EMBEDDED 7/8' INTO THE POURED CONCRIM NO EMIEOAENT INTO (c) 14S PRODUCT EVAUXTION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED.
<br />STUCCO , 1 4" 0-20 SCREWS S BE 1 t ' L MINIMUM SHOULD STUCCO EXISL SHALL BE PERMITTED, / tfSEtT FLALI. I2 LONG (0) SITE SNECRC PROAIEC'TS S14iCL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND 1' MINIMUM FOR WALES WITH NO STUCCO. AND MAY K NEARED SCREWS OR ALL Tk3EAVED SCREWS W/O HEAD. 1DNONEEER OF RECORD (E.oR} OR TTiE PRWEC#' Ak0 wHa WILL 9E R2SP0NSBLLEE FOR THE
<br />PROPER OF THE P.EQ. ENGINEER OF
<br />BUT WITH WING NUTS. USE RECORD, ACTING AS A DELEGATED EHOAIEE.'R TO THE
<br />P.E.D. ENGINEER, SHALL SUBMIT TO INS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW,
<br />A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOO BOARDS BE FOUND ON THE
<br />EXIS'DNO WALL 09 FLOOR. ANCHORS SHALL. 89 LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SUCH PANELS. (e) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED' N AT) AND IN A2), ENGINEER OF RECORD THAT PREPARED IT,
<br />(8) TO , NG CMNC RETf 17II,1„ 8.yiAL_C gD. 14. SIAMER MANUFACR1RER'S LABEL SHRL. BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />,U
<br />- 1/4- • TAPCON ANCHORS AS MANUFACTURED BY L T. W. BUILDEX. NC. PANEL SHUTTER N. ACCORDANCE WITH SECTION 17011 OF FLORIDA BUWNG CODE. ONE LABEL
<br />SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE
<br />- 1/4' A x 7/B' CALK-N ANCHORS. AS MANUFACTURED BY DEWALT, INC. FLORIDA BUILDING CODE.
<br />- 1/410 X 3/4' SOLID -SET ANCHORS,. AS DISTRIBUTED BY ALL PONY SCREW. BOLT & SPECIALTY CO.
<br />- #14-10 PANNELMATE FEMALE O AND PANELVATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION 1111111,
<br />ZONAL ANCHORS. MANUFACTURED BY INC,
<br />- 1/4' . NALN AS OEYNALT,
<br />s SEA A:.TJtt/r
<br />8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ET_CO PVNELMATES AND ZAMAC NALN ANCHOR. INTO THE gE �CEMS'•.�(T`��
<br />FLORIDAFBUILDING CODE - t%et High Velocity Hu Zone
<br />LOCK UNIT SHAD. BE 1 1/4-. cone
<br />$
<br />_
<br />81 CALK-, & SDLO-SET ANCHORS SHALL BE EMBEDDED 71B• INTO THE CONCRETE BLOCK UNIT. NO 4644 7 ': - ° 0 ODD' aRe 24 GAGE GALVANIZED STEER. STORM PANEL Gpuw
<br />STUCCO SHALL BE PERMITTED. 1/r 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SNOULQ HOST, *
<br />m/a7�
<br />AND 1' MINIMUM FOR WALLS WISH NO STUCCO. =-Q STATE F tt CC GLOBAL PROTECTION PRODUCTS L.C.
<br />s9c 6.�.. GCOIMe. U
<br />8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOU OZORi. •' as er,. a\, Vp:AM ne14aV. n 21334 20N-17S
<br />P11aNL• (9a1 -ra4a FAc (9a43O4-aTaT PnYMxo ANCHORAGE SHALL BE AS lR4PED IN. 8.1)AND IN B.2).
<br />EIUSTNO WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE. BEHIND SUCH s You +uUr +
<br />t , AN P eA-lmaru
<br />,f•,a.. -
<br />/rlNll/tlR LA .E SFAtr6gIM1e>pErS+'M>: A iertY p". a
<br />AIL
<br />A1WCry a fami
<br />INSTALLATION DETAILS FOR REGULAR PANEL_in
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />CONCRETE BLBLOCK CONCRETE BLOCCONCRETE POUM K
<br />REQUIRED.
<br />CONl ANCHORS CONCRETE ANCHORS
<br />(S sewaE>fATIHG PO
<br />FEfS 9MRtlUDWHON
<br />SCHEDULE 9 Tt :fco to) 2 OaNDRETE oURRED.. „„Y/;�.L{
<br />((kk lfr d 1f4" I/2'. 1/4" B r yv/ tW 41Hbt•F1GO bvLA.
<br />,1{ ...�e...,.:.) CONCRETE ANCHORS y - i
<br />I R R { E SCHEDULE ON R
<br />SHl 9 7HRM 70 1 [
<br />l.- I I/4Y-1At!• B I t/4W, III
<br />q-�2&�Irr�
<br />1 SEPARATION 9, ® SEPARATION
<br />TO GLASS, l I P+RE Ra WNDB. TO LASS.
<br />EXIStIMG (SEE SCHEDULE
<br />1 HOLM OCWe 7'f7 .L, tlwt. (SEE SCHEDULE 1 tl;RWt eklt Gil ! {
<br />ON SHEET 3) R . � PAr&l. HFkG7Tt ® ON
<br />1 I j (ON SHEET l) R SCHED LEI I PANEL i£NORH 1IAfm. SEPARATION
<br />"i(SEE SCFEDULE I PA#L LENOFH
<br />(SEE SCHEOINLE ON --= � 8 -` ON SHEET 3) R ON 3) R ON SO 3).E
<br />SHEETS 9 ?"ROUGH 1 1 i IT 1 OF Y• pe5nxj-.-_ �.,,.•y....
<br />! 1 1 i G{ATRII- 11 1 I 1 MAX. I SdNA 1
<br />ED. 1 4V_10 &v mLn I OF "vMr
<br />( f
<br />E*Srm + '� It o 12 1 f2' =1 I r(A5 APWOABLE)
<br />013002IRl UK
<br />1FA SGLQW M CONCRETE. S.QCK R GQ"OQETE ANCAIOR{•••,--
<br />-•fO-fi• €Q--- i t/4•-RbaP ss w R/ 1RR REQUIRED,Sol 9 THROUGH (SEE SOHFARLE. �1
<br />' I' L- i2 I/r mc. W (,fit ONLY WHEN SOLD
<br />I GLOCTE
<br />LEG LRIGLSON SET &.aALI-pl ANCHORS 1-0 R BLDK
<br />'-� NE USED & W/ WHET/ '
<br />ALTERNATE CONCRETE PgIREO CONCRETE HATE ANCHORS �ra
<br />fEaUM.
<br />ANCHORS OR CONCRETE BLOCK REQUIRED, SCHEDULE ON STAG17NDtEp Xf 5(Dii
<br />{SEE S111E ON
<br />SHEETS 9 THROUGH 10) SHEEtS 9 THROUGH to)
<br />SOME 3f8:1 SCALE 3/8_1" SCALE 3/B_t`
<br />AaL"�41A..r%(�i
<br />FLORIDA BUILDING CODE Hoa Ht N Velocity HIM one Zane
<br />, .44167 ` $ Cam I1,wD% PLC. 24 GAGE GALVANIZED STiE(. STORM PANEL '
<br />dDr FnM (oMBINAnQ QI� F Scr:nnN_s;
<br />ED.. EDGE DISTANCE 1 STATED I C 0 ewa GLOBAL PROTECTION PRODUCT$, LLC. CAM
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN DE - - 466a 1Lw. 51 STWEEr
<br />a O `•. F P
<br />SHEETS 9 & 10) COM(B1NED IN ANY WAY 10 SUIT ANY +#` (ORID Aw Ar. ,e,tA:IBA aVpMRa,r O-D'T14 20-175
<br />INSTALLATION. F............
<br />• • �� / err+, two m-tat.. lY, . C.Nan-,Mt PRINK: {te47aH6, TAR (nH)Ga-eTei
<br />4jA+ip •• CA -am"
<br />wA. sewrse -Wx 4. OR,ARt6 tr;
<br />_ +tAuiH WIUMR ATLMT Nr. Pt � t1-tr WLai 4 tr 16
<br />"UZ �jQ ;�j ff MOUNTING
<br />ALTERNA[jE3W
<br />SCALE 3/8_t•
<br />HM FOR COMBINATION OF SECTIONS
<br />1, INSTALLATION ARE ONLY VALID FOR MAX. A,S.D,
<br />M MOUNTINGS CAN TOP & 601T0 DES" PRESSURE RATING (p.a.!) AMID PANEL LENGTHS
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3
<br />INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />DENSITY OF 0.55'OR EQUAL
<br />LTE M
<br />SEE SC
<br />BEET '
<br />BUILD -OUT MOUNTING
<br />AL UBJ&tLIM 4W,
<br />SCALE 3/Il
<br />FLORIDA
<br />C%A
<br />C
<br />y-
<br />CIA
<br />V t•
<br />O W
<br />fl. - O
<br />c E- o
<br />C
<br />ED 11 N
<br />Cox
<br />= ll Q
<br />N
<br />cc o
<br />N
<br />4V
<br />rn
<br />O
<br />tV CMt
<br />?._
<br />N N
<br />tat
<br />°'1
<br />E
<br />3 ,D
<br />i
<br />lD
<br />�
<br />M
<br />a3
<br />CJ LI
<br />. cJ D7
<br />� c o
<br />�•
<br />m •= T
<br />N Q "fl
<br />C
<br />NO O
<br />d tJ
<br />C3
<br />SHEET NO.
<br />SH 13.
<br />
|