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<br />�l ; e 12' acr t•
<br />_I
<br />I
<br />G3
<br />14'+-��QD..�3�/{' Y - � I , I. f PANEINAR RLYY 10 6 \ ,
<br />E21 2 ,y�l "'V1.r% tr PAND.rA,E RIr6 wr r-, r -I 1/.'A-2 v., Y.s.
<br />dEl + P- 01 •• 'I I 7 Kn T WAEID _, ET I
<br />I�-
<br />„ ,
<br />P-LOWS/.'
<br />• :i /'e lM SKEWS 0/' OC a/ W�6n• (})) 24.' • , .o- ( S 1I! --... ,]5O T5F(SEE
<br />, 1C NOTE IA 6ELDN) PCNFI4'IOtM t7 I/7' OG .- I Eli '.: , t• Vln I-- :IRA-1 -1%2""`
<br />PEMEtRA _-HHOL'D �W,JI[gyED
<br />Ym INRF/IOEU XHl a PtAiF REQUIRED >/1 MUT
<br />' TH p IM1S AT SEI6E3 2 OA CUE 0R W EDGE , "'F 1 A a-. .' Dq/ 7p� -
<br />- jIµ}j 11-10 PANTIE A, P , r')- tYE1M�W' NOES 1A BD.OM '.I 6 1/. •-NM.T/1` uo W/ 7/9%1/311'
<br />ICI
<br />t l ' w PCW MMN R 17- & (3• ) Wulf NUE R li O.C.
<br />�'
<br />111666 i'" C1/
<br />1/.• f/O SLAWS W B• O.S. I/.''F MB sC11CyS & 9• Uc. RF
<br />SfR 'r
<br />Wn f2(1 7.'a4' T/
<br />�L/� •` Mn , I/}• YIn MREAD/y P[MTA,TON yl,t (}) 2• t 1,/7" Y /MWATLO rENTTRI,1gH
<br />11aoD ROTE AFowEm" ALTERNATIVE 2 W •Elm aLA. RFALIOD a ADVENT- of PLAT
<br />RA DR D•I E04f Mln Y',E" FNOOD
<br />SCALE 1/4'-•' I'I PLATE REOJPn1 REAR MT a W F110L
<br />ALTERNATIVE i"W Bull TING
<br />SCLLE H/4•.1 1��}+u
<br />FLOOR WING
<br />' ALTERNATVE 4"W
<br />I. ,NSU.TAUATONS ARE ONLY YAUD FOR V"W.% TOM AS.0 DESIN IDAM , 1HNIIMN F SCALE I/.•.I•
<br />A; 1I[FIN"LLTERNATIV-I 3 'W
<br />7•RMM
<br />7 FOR NEWO60. WOW CONSTRUCTION WOW WE totof SOUTHERN c�-- ,K-,
<br />PANE N.. 2. W/ SRCrte OtWM or 0.55 OR r"B" - f ' vCENIQE:'•'�9
<br />y�
<br />FLORIDA BUILDING CODE Velocity
<br />Mart tr .., r (High Hurr(cons Zone)
<br />NQ. a002D nTFoo..X.
<br />. _ FF
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />EFT SPECIFIGT'•Mj� µp gE01AROMMS fUq �E a �Lp` IMP A: 1DP AS * ) * E MIRY n,
<br />W" rO F:RS
<br />PANEI rl rM.
<br />WELL. Ali (1J fpA (y § At Ali[D M, Y000 bII LENR n _.
<br />AOOp OP 2H700 . MTNTATILIN T'rF ON ry 2 REOI. Ti'-. STA QF. - � N/NnY}0
<br />_ 3 IL E C O GLOBAL PROTECTION slow SI U.C.
<br />,F P `- • .. Mn
<br />,Ft() Z.
<br />.,x F tt m ..- oX SFr ,N. ALTflWATiVE TOP II[ADE! WOOD FRA�A `• D TIrG
<br />�^•tFSS%() •- fir,\ / "
<br />IRA • 9prloM IM.aHtYaoS GN m cONleRlm IN ANY f�QQiQiL A IUIIC110f E43r_&TM3N Y�r�Iw ,�F. YI« FNaFA, (Ww)w m , I. (,i, ll - am, 20- 176
<br />II fIH11 AG w1
<br />WAY t0 R1xl AIfY .NSTAlATXIN- FAILE: 1/4• . 1' IE1111111 IRA G• wIta DRAWN; HH•
<br />NOTE :. MAant, T1 wIt NDT SAOWN TOR Ci AgRr PE WAl/SRW wgtwit- R A FILLdt !+1 T,(- WEE: 7U V. N
<br />SINGLE PAM1tSCb
<br />Al IDIII
<br />WITH TRACKS (1 OR IIl To
<br />MAXIMUM PANEL LENGTH
<br />"L+` OR •L-" (ft.) 0
<br />MAXI S.D,
<br />WHCR[T[ k wm
<br />DESIGN
<br />PRESSURE RATING
<br />9dy
<br />INSTALLATIONS I
<br />(P...t.) (. ar -)
<br />L _ t -
<br />no
<br />IT'-0
<br />LT-0•
<br />250_
<br />Is'-OI.
<br />I R -8-_
<br />lo-4.
<br />lno
<br />'..4
<br />uo
<br />No 10
<br />ro-D'_
<br />'00 ___,
<br />Io-E
<br />9 e'
<br />410
<br />9-e
<br />a e'
<br />sac
<br />9 ,
<br />e �.
<br />sso -
<br />s-i
<br />s-o
<br />007.
<br />9 31.
<br />rr
<br />eao-_
<br />a-D
<br />1.,--
<br />710
<br />7_-e
<br />7-0'
<br />NO
<br />7:..!:
<br />/
<br />-
<br />O00
<br />7
<br />-I,
<br />6 7•.
<br />I--
<br />me
<br />r-o
<br />6 s-
<br />100
<br />e'!
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<br />Pao
<br />e e
<br />ea-
<br />r000-O-3
<br />3 rr -
<br />ios o
<br />e -e
<br />-. _
<br />a -i'
<br />3-r
<br />r Nov -
<br />-Fees-
<br />s'-J'
<br />r PANtc W C1 EfSr*AMM AT LAE N
<br />END WITH TUCKS M- ). a A toll O$
<br />D)IRCT. NOUN= AT. EACH -END*
<br />MAXIMUM PANEL LENGTH
<br />`L+` OR -L-` (ff.) 0
<br />MAXIMUM Af.D:
<br />SSURE RATING
<br />ONES
<br />(PINE) (+ er -)
<br />CONOKETE & WOW
<br />INSTALLATIONS 1'
<br />-, to L_...
<br />20.0
<br />210 _
<br />11 I
<br />.UT FO ..
<br />13 -O•
<br />_ II-___7'
<br />3s0
<br />r0'-TO'
<br />no,
<br />Too
<br />0'-e-
<br />2'
<br />e80
<br />e'- N •
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<br />- T-e_
<br />- r�2•
<br />6'-11•
<br />1 ..
<br />75.0
<br />-- eo.0
<br />�1
<br />7 2
<br />7 -0
<br />9-0•..
<br />IT'a•
<br />_
<br />950
<br />_ 90.0'__ _
<br />7 0
<br />,w
<br />,,
<br />e,-3.
<br />9 I
<br />L' 0
<br />- FOO.o
<br />Two
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<br />_ M 3
<br />0J•
<br />S-tO'
<br />�er _
<br />s '-4
<br />ITS*
<br />_
<br />-
<br />3'-I•
<br />1150
<br />_
<br />-
<br />4'-Io•
<br />AegeUM SEPARATION TO GLASS SCHEDULE
<br />MAXIMUM
<br />PANEL LOOM
<br />ROAD SITED 4 ITo m.IT,
<br />WIND SPEED X 170 .PA
<br />(in)
<br />UIMESTRMKO
<br />RIS,WYIIED
<br />UNRESTRAINED
<br />R[51RYRED
<br />30 OR LESS
<br />1'
<br />1'
<br />a33In 90
<br />1'
<br />I.
<br />-
<br />[,so to 45
<br />1'
<br />--t• -
<br />7 1/2•
<br />1 7 1/7-21a
<br />10 1"
<br />1•
<br />1•
<br />-
<br />7 1/T
<br />t(�
<br />�T,( om
<br />DIRECT
<br />MOUNT
<br />1.
<br />HEADER
<br />'U'
<br />WADER
<br />1.5'Xl5•
<br />STUD
<br />ANGLE
<br />IF,
<br />TRICK
<br />INAUD9UAD-INF
<br />N
<br />a
<br />If, yTRpAECK
<br />CL01U•ES
<br />-
<br />I DIRECT MOLAR
<br />46•
<br />1.
<br />32,
<br />35•
<br />/5•
<br />1.
<br />M
<br />50'
<br />I soli 5' STUD ANGLE
<br />33•
<br />SY
<br />32'
<br />SY
<br />42'
<br />36•
<br />3C
<br />3
<br />Y TRICK-
<br />5S•
<br />3Y
<br />32'
<br />A2'
<br />-!7'
<br />e0• -
<br />w-
<br />1
<br />W LOF NK•IE
<br />50'
<br />-32'
<br />32.
<br />3e'
<br />90'
<br />59'
<br />Se•
<br />i
<br />- SO"
<br />32•
<br />32•
<br />le'
<br />.0•
<br />5A•
<br />Se'
<br />�2/1 f��
<br />3/4, 4/S. S/5 A G/5
<br />2W/B, 3W/7 t 4W/7
<br />J. LW, ANCHORS (SEE SCIHEDULIE oN ,. ,A17i_t• Few -r.. - SWOTS 9, TD &tt) ------- ------ iI' we
<br />0 o O o
<br />r 1- r r- rN 1--rT F-Z-z-r-r-T-�-r-r 'F l- (
<br />Q• @ O7® I i � 1 : �T
<br />� I ,I .. I I ,�, 11 I . H... , . I- I �J� - . - �,] ", 1 I. 99
<br />i I
<br />_..... .. r _. .. -...
<br />. , - 1'� . .-
<br />1_;;i__� /�, �t.-I-
<br />.�,�.f
<br />I 1 _" I-i_!_ _-. r,1111;v �1 tr
<br />� j I - I PANELS W 1 40- 0,1' PANELS I ) �I I I
<br />I I MOLTED ,� 2
<br />(NEE SECTIONS AS I T I I Ii 1 S.S M.S_ BOLT AS O FA OIICRLM
<br />I APPLICABLE) i i i I I (SEE SECT1aFL5 A5 APPLIABLE:) I
<br />' )' � I i i i i I I i T, l
<br />i I If11i,11; ,�
<br />f i I I I I I I
<br />D.M.,(3).®, . ' .!- _ _ i _ __. _ - _ _ -
<br />I. . N
<br />® Or 9 - MAX L _ 3• MAX
<br />E- MIN 2/4 1/4, 3/4. 4/S, 5/5 tr GJS I• MIN.
<br />SWIG, 2W/6, 3W/7 & 0/7
<br />.. ANCHORS (SEE SCHEME. ON SORES 0, TO hit)... .,.. -:
<br />REGULAR $IQI�M PANEL Ci7 ELEVATION ,/A- Mo GP
<br />2.98E NI's.
<br />Iy (MR. 0044 ., ,Wg1E ` tULm r
<br />•W Mc
<br />1/4-
<br />wX.OM
<br />1� SECZIQN A -A �,0�
<br />N.T.S. �'
<br />(1) L. =M M AILO MI RA11M FOR A ORION P0617N6 AS.D DOW LOAD.
<br />L-: IIAL Al1DWAIIE MI14 FOR A ONEN WCATI E A .0. DES" LOAD.
<br />(2) PROCEDURE 10 Wawa w%ARIM ►Alfa LOOK
<br />GND1 A POSITIVE AS.D. DESIN LOAD, DETERMINE MAXWW PANEL LDWM 'U' FROM SCIRTMf,
<br />CAEN A RfCA1NE ASD. DOM LORD. OETDWK 11 "" PANEL LOOM 'L= FOOM SCHOXA2.
<br />PVAAI 1M1116AM AI OWN" PANEL LDWH S ED" TO ?HE Am" orrow o rmm LAMOTH
<br />91170M t.• 00 T.--'.
<br />(3) SEE 104MU BELOW FOR MIN, PANEL IDIOT% FOR POIID M OLMMFC4WW
<br />INSTALLATIONS MO WOOD ARE LIRIm TO t 95 P.61 MAX ALSO. DEL" PRESSURE RATING
<br />9 0. 16 & ,t FOR MAX. A.M VISION LORDS & MAX. PANEL L.dNGTH6 FOR
<br />* . 44167 • am ltl= fec 24 DIAN GALVANIZED STEEL STORM PANEL aOwN a,
<br />*' E }� N/37/mIs
<br />`•• raTEpF LIL ECOIra. GLOBAL PROTECTION PRODUCTS, Mn
<br />C7 . , {NOD A.L 1 low
<br />"'.
<br />1I•'F4r•.• ORLON`.•: 04' 1 •TM2 . NF.aa& � n- IMMc w I- 20-175
<br />sh SS G,R� j w`r osR w -1. N 4H-TAN P.; (Yea)IeR•iW IAA (w),w em
<br />y NA C.-- a. 9e..O ".
<br />G-900f711 Fr
<br />NI ,IOF/eArt .rua w % 0 Jr- ri alert s IOU I.
<br />FLORIDA 1
<br />------- INSTALLAT19N
<br />DETAILS FOR REGULAR
<br />INTO WOOD STRUCTURES
<br />PANEL
<br />_
<br />ffl
<br />-
<br />I.t
<br />. __._T-- _ ,
<br />1 SEPA1ERgN
<br />I
<br />WOW ANCHORS
<br />-(SEE
<br />.I
<br />. ilk
<br />1 ..... SR GRASS , `'�'� 0
<br />( SCHHEDULE IaTF-9o.1'
<br />I.,'.,
<br />..
<br />"
<br />SCHEDULE Oil
<br />- SHEET 11
<br />Ill lno-}ar
<br />1X,10.F NWAo Ian
<br />1
<br />ON SHEET 3) 1 Ids% w7s��%R
<br />r
<br />_-- .,
<br />WOOD HEADER '.'i
<br />T•
<br />. .O
<br />2 NOW ANCHORS
<br />".
<br />I _. 1
<br />-
<br />E11ISn { - ---- .._..__t PANEL 117GM
<br />GLA'Ts
<br />REWNCD
<br />"% :.
<br />,
<br />I'
<br />I ) (SEE SCNEWIZ
<br />' . II.'
<br />1M/I142' tySHEri I1H1EOULE ON
<br />01 II
<br />- ,.__- ON SHOE 1 FOR
<br />- --"'i�
<br />1
<br />gig ry
<br />.,'
<br />(1/2'
<br />.)'.
<br />, '.,OI
<br />+-I---
<br />I -; 7 } of t•
<br />3
<br />1
<br />WOOD NEARER
<br />I ( , REOUXEO
<br />'-
<br />.
<br />I
<br />4;1 1
<br />L� LL�NGrM'N._
<br />w
<br />1 MAX.
<br />EC
<br />M
<br />I
<br />MITI
<br />1
<br />i _- -
<br />- ----
<br />.. 1
<br />„1 I
<br />�'��
<br />1
<br />I I �{_�
<br />1 i
<br />1
<br />'j 1' MAX. TONG ALWeNW SPACERS . 12 1/2'
<br />{ ®
<br />-�
<br />I Mn.
<br />t
<br />1 _ . t •)
<br />I
<br />I
<br />i O.0 (SEE TARE 01 ON ow I I j
<br />'� ' SEE NOTE A• BELOW FOR LIMTATIMS FORE
<br />III
<br />1 SEPARATION
<br />) t..�• t• MAX
<br />I
<br />I
<br />1 t' EIAX 1 1/2' LONG SLEEVES.
<br />10 F3VIE
<br />}1�-
<br />E G
<br />(ME SCHH
<br />ON SHEET 3)
<br />1 (SEERSLYrtOIR.F
<br />ON WEEI 3)
<br />1
<br />L.
<br />1 (� S��
<br />ON SHEET 3) - -PL S1(Sa . MARC
<br />i ,/Ao-],WI'
<br />- _ i 11
<br />CHEDFEMALUgONN wv 11)
<br />�...
<br />,j
<br />I Ss cane
<br />j
<br />MA ,
<br />rrrr
<br />1
<br />1 I ph r-•') EXISTING
<br />1SEPARATION
<br />1
<br />-1
<br />1
<br />70 9 1
<br />2'.4" WOOD
<br />GLEXIST+NQ,.,1
<br />GLASS
<br />N - _ ... __. , CLASS (SEE SCHEDULE I �•-
<br />PRATE ACOUNEO
<br />1 !
<br />j ON SHOE 3) �J
<br />DIRECT MOUNT W f SPACER AA
<br />I
<br />0D
<br />) I. I ,^) I . '- _4IRi'1
<br />SCALE 3/s. I'
<br />,
<br />1�
<br />•�,2 1/2 D.E.
<br />/ ET 41
<br />SEE TABLEMMo OR
<br />e�1C
<br />{0
<br />i1R11N5PANEL N5TAWT10HIN5
<br />A.(ICGN'SHE LD1D9F
<br />1 e(�. MAX
<br />t
<br />L__. J 4
<br />1O to 7/2' aE
<br />- I
<br />.
<br />_ ,
<br />_
<br />1
<br />!
<br />t I
<br />j
<br />, _--..
<br />WOW AHC110R5
<br />I'** If =
<br />EO
<br />.- ..... _ _-.__._L. I
<br />, _ -
<br />:1 914001 Ep W/ STUD
<br />( `
<br />T�_...I».
<br />.,
<br />(SEE SCMDL- -
<br />I SPACER M MAY R 1 1/Y too r.
<br />I--..------- _
<br />1
<br />SHEET 11)
<br />(1) WWMLAMM B L1MTIm 10 A OW PM PALO e6 GM. I,-..
<br />2'94• WOOD
<br />@ *N�: I
<br />-
<br />V NN
<br />Ian IeIONi
<br />PLATE REQUIRED
<br />WOODREDWANCHORS I• Na seIROON m ft'" ROIDtMi 1
<br />STAOGEMO W/ STUD " NW]T 3 IIAY B[ I�{N��y ro t�A• r
<br />,-�'�
<br />_ ,-I • - . 7•X4• WOW
<br />PRATE REWIRED
<br />tM MM Yt�l,iRON
<br />I (2)' MIGNON O11.A 7AaIO 00,910Ffln M CPAI� MAR R41ME * OR 4
<br />(SEE SIAE'DUIE ON TOTAL r nE FIXEU7RM OOMORCME AR
<br />,I -
<br />- :.. i .
<br />IWND. LMIf PUK) WWL OL 01VGm YIRMA A 9 iN' 0.t
<br />SHEET 11) OWAkO MINE J
<br />` �1RICIIOM FROM 11 t/E 00 OPAOIO AADpD am
<br />1
<br />(1) PRESSURE An Dom
<br />l/Ei5 e)
<br />I
<br />j
<br />MIME .ft -0 .A L Jj`
<br />1 (3) UAL 24 &ROE P IRA LOOM B LBRW m W M Mn WDNM
<br />. ,]1
<br />(1) WARM SipM MIO IlNOIN e
<br />7E
<br />i A mo ) rew LAMM PANEL umm AIORa " i
<br />ApI/�!Iaff
<br />{1 1 tOr COI {RILL r r .1DKRTm "
<br />()
<br />q
<br />J���A4Iy4y��pAEey�aIVE
<br />l;ijC
<br />13) ftOeA NelO IIIRALAAII" a GAY !
<br />' e10 AN F7riM •00D RR4AB WALL
<br />SCALE 3/0-1'
<br />IA 1 t/rT
<br />" To .RMIAoON " 1 R MM'BI M RO pLY
<br />,�
<br />YX/D FW .r* togs ,. 1 3 r NIDWm er ERN
<br />SCALE 3/8-1"
<br />(4) OWAUA M WLA ONLY FOR MM
<br />wilala sumom AV tlE (7N on" or THE now" I
<br />tIU1AM1 am
<br />iSam a1 I a! FOR AM E
<br />. _ ----j
<br />EP A. TA(&
<br />I
<br />----_..---... -- -- - - -1
<br />LDILS:
<br />�`: �,CEN,p '•;.
<br />FLORIDA BUILDING CODE Non High Velocity HurFicons Zane
<br />c
<br />NIITL_iQx-noLL4E.3E&nDas:
<br />F INSTALLATION N R
<br />1. NSTALIA ON ARE ONLY VAL D 0 MAX,1EAX S 0.
<br />DESIGN PRESSURE RATING (p.I.I) AND PANEL LENGTHS
<br />N 4
<br />a D. 4167 =
<br />E
<br />alma ntRXa We ri.
<br />T4 GAGE GALVANIZED STEEL STOW PANEL DAWN Or
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR
<br />ALTERNATE 2W)
<br />* : * : *
<br />TSS,$ STATE 01�. --
<br />A
<br />••�
<br />IT LTE C O trt. GLOBAL PROTECTION PRODUCTS. LLC, a OW2
<br />INSTALLATION.
<br />XL oA' '• F�ORION�r -
<br />am a.. 61 Du2T
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOW
<br />PINE
<br />U`2A,
<br />$%••""•'•�
<br />W., Ueo w, w V. , n « 111W O n. FLINT
<br />^".EOa�= w PHaMG feM)reI-ie4a, Elan (IM4)ue-e7P7 2�g7f.
<br />MEMBERS TO BE SOUTHERN No 2. W/ SPEGIF)C
<br />DENSITY OF O.SS DR EQUAL.
<br />NnIMRBI rt
<br />G-NNwin .Y
<br />1EW A �1- IMM . w t9
<br />OMER4 TES
<br />fl111II-P[M.R1dkY- IlE ererr ! !-� NWY! 9Re9M rA4IWL1It<
<br />1. SmRM PANEL SHOYIN ON THe9 PAol CT CVALW110W DOCUMENT (P1 0.) HAS BEEN VOWED FOR COMPLIANCE N ACCORDANCE
<br />VATN THE 2020 (TUT EDITION) OF FNE FLORIDA BUILDING CODE_ THIS STORM PANEL WALL NOT BE INSTALLED At HIM
<br />VELOCITY HURRICANE ZONES (NAM-DADE / BROWARD COUNTIES)
<br />F WINC
<br />DESIGN RIND LOADS SMALL R OETO*Cr1O D AS E SECTION teoe OF THE AB02 MENTIONED CODE TI A BASIC
<br />I F 1 STORM MI AM A D FACTO*
<br />SPEED AS IEO111ACD By THE JURLSOICTKIN WHERE S OR PAWL 1* NSINIED, OR MIEC,IOI.AAU1'Y
<br />K . 1-1 X PR IN SH
<br />D 0TH VI AS7, 6 ANU SWLLI NO EXCEED THE MAXIMUM ASD. DESIGN PRESSURE NAtINCS 1:4CATfA ON EFTS
<br />( I
<br />I3.N 9 1WN 12 E 17. 16
<br />N ORDER TO vEtaRY THE ABOVE CO14L1n10N, IX.nwiE DESIGN WIND LOADS DETERMINED PER ISLE 7_19 s14AL1 BE HOST
<br />REDUCED TO A SO DESIGN PRESSURE RATING BY MVLTIPLWIIG THEN By 0 6 IN ORDER TO COMPARE Dam all MAX (A.$ 0 )
<br />DESIGN PRESSURE MTIN(TS NDIATED ON SHEETS 3. 9 THOU 12 & 17. 18
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS PEED. AS 1-10 WERE NOT OVER STRESSED, A ,M INCREASE IN NI UNABLE
<br />STRESS FOR WIND LOADS WAS WE USED N THEIR ANALYSTS FASrNEPS SPACING TO WOOD HAS BEEN DETERMINED IN
<br />ACCORDANCE WITH N.D.S. 2018.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AMU WIND RMSTANCE HAS BEEN VVWIED IN ACCORDANCE WITH SECTION 11109.1.2 OF
<br />THE ABOVE MEHTIONED CODE AS PEA AMERICAN TEST LAM Of SOUTH FLORIN REPORTS 10814.01-VI AND 0021902-02, AS
<br />PER SSM 12-" & ASIM C 330-02 SIM41COS, AND AMERICAN NESTING LAM SOUTH RORIOA RCPORI #1I2101-10 AS PER
<br />TAS-201 AND TAS-203 PROTOCOLS. AND AS PER rALCULATILINS PO4941 EO IN ACCORDANCE ill/ SECTION 1504 OF THE
<br />rIOR10A LAI-DNG CODE
<br />2. AEI. ALUA9TKM EXTRUSIONS to RE SOM-16 ALLOY AND ITIMPER (tNLESS OTHERWISE NOTED). SEE SRffZT 2
<br />3. ALL ALUMINUM SHEET META USED A7 CLOSURES SHALL HAVE 1105--1114 ALLOY
<br />4. All SEEEL SNEER METAL PANELS S+e,L HAVE STRUCTURAL OUALr1Y SIM. ASTI, A-653 GRADE 80 MINIMUM. G-W GALVANIZED
<br />STEEL DESIGNATION W/FY- 922 kW lAFrOF ROLL®)
<br />S ALL SCE TO BE STAPKESS SEEEI..TO4 GR 316 A154 SERIES OR CORROSION RMSnINT COATED CARBON STEEL AS PER DIN
<br />Sp016 W/ 50 WI YTIU SIRENOTI AND 90 ke, TENSILE SFRCKIW AND SHALL COM'LT e/ FWROA BUILDING CODE SECTION
<br />2.11 33A.
<br />8 BOLTS 10 BE ASTM A-307 GALVANIZED 51EEL. OR ANSI ,04 SERIL' STAINLESS STEEL, WITH 36 ka, MINIMUM YXID STRENGTH
<br />I ,ANCHORS TO WALL SHALL BE AS F000105
<br />lAI tQ.D16LN4_P(178EOS0l3C.BCT1:
<br />- 1/4'0 TAPCON ANCHORS AS MARUfA'TURID BY 1,T,*, BVILDE%, INC (WA I'4-1192 P.a.G )
<br />- 1 7 UFACI Y 1 INC
<br />/1 I , /M CALK -IN ANCHORS, AS LHAtI VNFD P OEWA
<br />- ,/AY . 3/4' SOW-SFT ANCHORS, AS DBiRIMED BY APOINT SCREW. PSCREW. BOLT & SPECIALITY CO
<br />(M,. FeA3000 P.X.I.)
<br />014-10 PANELMATE FEMALE EI & PANELMATE PLUS ANCHORS, AS NANUrACTEWFD 8Y ELCO CONS'RGUCTION PRODUCTS.
<br />- 1/A'9 ZAMAC NARIN ANCHOR$ AS MANUFACTURED BY DONALT. INC.
<br />A I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POUND CONCRETE SHALL So 1 3/4% 7" FOR FLCO PANELMATE AND
<br />13/4' FOR ZAYA( NNLN ANCHORS
<br />7/ I T INTO
<br />A 1 -I & 3 -SF7 ANCHORS U. CMREDOED A IN 0 THE ROIUNE)O CONCRETE NO EMBEOMETI NT a, STUCCO
<br />N ouD 4' 0 BE
<br />STUCCO SH4U &. PERMITTED. 1/a' .-20 SCREWS USED SWal BE 1 1/2' LONG MINIMUM SHOULD STUUCCO EX1S7,
<br />AND 1• MINIMUM FOR WALLS WITH NO STUCCO. AND ANY BE WADED SCREWS OR ALL TTRLADED SCREWS W/O HEAD,
<br />BUT WITH YANG NUTS
<br />A J) IN CASE FIAT PRECIS! STONE. PRECAST CONCRETE PANELS, PAVERS. 5MC40 OR WOOD BOARDS RE POUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SHN.L. BE LONG FNOUGH TO REACH THE MAN %7PUCTURF BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL. BE AS MENTUWD IN AI) AND IN A2),
<br />(13) TO_DUI) C Lobwk IC3dd)(,1l.YL./stv.G-_9O'
<br />- ,/A• 9 TAPf.ON ANCHORS AS MANUFACTURED MY I T W BUADEA, INC.
<br />- )/A- a . IT CALK-N ANCHORS. AS MANUFACTURED BY IIEWALI. INC
<br />- 1/4". X 3/•W BOI SO -SE ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. L & SPECIALTY CO
<br />. 0 1 4 - IIT PANEIMATT FEMALE t0 AND PANaw7E PLUS ANCHORS, A5 MANUFACTURED BY ELCO CONSTRUCT
<br />11
<br />- 1/4' 0 ZAMAC NMLN ANCHORS. AS MANUFACTURED FIT DEWALT. INC A
<br />B') MINIMA"' EAHBEWENT G TAPCO14 ANCHORS, FUCO PA/EWATES AND ZAMAC FAWN ANCHOR, INTO THEI
<br />.. UN11 SHALL R I 1/4"
<br />111) CALK -IN & SOLID -SET ANCHORS SHV41_ BE EMEEDOED 7/8' INTO INC CONCRETE BLOCH UNIT. NO E4
<br />STVCCO SHAU BE PCRMtTEO 1/4• ►-20 SCREWS USED SHAY RE 1 1/2- LONG kUMMW SHOULDTI
<br />AND I' MTNMUM FOR WALLS WITH NO SIUCCU T
<br />'•,
<br />6.3) IN CASE THAT PRECAST STONE, 00 PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOO F(DP
<br />EXISTINGENISORALLAGE .AANC SHALLLRE AS �EDLONHGBEN )ND� NO REACH 1Ht WIN STRUCTURE BEHIND SUCH P ' ;-6...
<br />(C) I03Xllga loon tMM q TyF1G-DAAvrr D--A.56.WN,J
<br />1. /t•1 TAPCON ANCAM, AS MANUFACTURED BY I, I SUIOEA. INC.
<br />. /14-10 PANELMATE FEMALE ID AND PANELMATE RIDS ANC40FM, AS MANUFACTURED BY ELCO CONSTAIC'TK}N PRODUCTS.
<br />- 11.'. LAC SCREWS PmND.S.
<br />- i/16'• , 5/6• ROOD SUSHNC. AS DISTRIBUTED BY ALL. POINT S:Rr*. MI & SPECIALTY CO.
<br />1 T I I t" ' F CC PAN L MA7 C A NWW THREADED PENETRATION IN 0 W000 (X ANON ANCHORS SITAR C / AM 2 OR EL E E R1J5
<br />) AND PANCLMAL iE1MLC ID B /
<br />(.2) MINIMUM THREADED PENETRATION OF LAG SCREW. URO TIC WOOD rn111 0147 SOUL BE 1 1/2' W) THREADED
<br />PENCIPAIXXN INTO STUCCO SHALL BE CONSIDERED .5
<br />PART OF THERREOUMLED THREADED PENETRATION
<br />C. ""ARM T SCRM. INTO WOO SHALL AS , N THIS
<br />3) AW EDGE 1%S ANCi fX LAC D IRE INDICATED 5 ORAwNG
<br />CA) MINIMUM PENCTPAWN OF 01000 BUSHING SHALL K 5/0'. 1/4' 9-2U SCREWS USED SHNI BE 1 1/2' LONC MINIMUM
<br />SHOULD STUCCO EXIST, ANO I' MINIMUM Fair WALLS WITH NO STUCCO
<br />C.5) IN CASE TNAS PRECAST STONC. OR PRECAST CONCRETE. PANELS, STUCCO OR WOOD BONDS BE XOVND ON THE EXISTING
<br />WAU, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCK PANELS.
<br />ANCHORAGE SWILI BE AS MENTOW..O IN C. 1). C 2) & C4)
<br />(0) ANCHORS SHALL BE INSTAUM IYUC7ANCT ALI OF THE RECOMULNOATIUNS AND SPE:MICAIIONS OF 114E ANCHOR'S MANUFACTURER
<br />8 PANELS MAY ALSO BE INSTALLED 40MZOWALLY FOLLOWING INSTALLATION DEARS SHOWN ON SECTION 1 THROUGH 6 ("MEETS 4
<br />11IR0)0H 5) C%CEP THAT HEAOEASQ &(D SHALL NOT BE USED.
<br />V IT SHALL Or THE RESPONSONUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STAUCTW!E WHERE SHUTTER IS TO BE
<br />AITACHEO TO 04SURE PROPOF ANCHORAGE THIS SHURF,R SHALL ONLY BE ATTACHED YD CONCRETE. BLOCK OR WOOD FRANC
<br />B RIDINGS
<br />10 EACH RCIX%11R 57oRM PANEL MITI LENGD6 DYER 9D`. AS PEA SECT0115 1, X, 4, S, 5 AND AL7[AMA1hT5 IOU, 3W k 4W aN
<br />SHEETS 4. 5, 6 A I RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKaIG INSTRUC11N4' OIYAER OFI 1FNArNi TO
<br />SECURE PANELS WIN APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />11 THE INSTALLATION CCNTRACTOR IS t0 SEAL/CAULK ALL SHUTItR COMPONENT EDGES WHICH REMAIN IN CUNIINUOUS CONIACI WIN
<br />THE BUILDING TO PREVENT WM/RUIN enRUWN
<br />12 STORM PANEL INSTALLATION SHALL COMPLY VIETH SPECS INDICATED W THIS DRAWING PLUS ANY BULDNG AM ZONING WCLTAIIONS
<br />PR 1 P T (LANDED i AAHSOIC .ERNE IS APPLIED 0.
<br />NT THE ION WHI[/E
<br />1 S P T P PR' INa T 3 (e) TER" WE
<br />CIFIC PIWH COCI*. ( En) PITS COD TI THIS ENGINEER tS GENETIC AND GOES NO' SHOE OIRALA ION
<br />FOR A SITE SPECIFIC PROJECT, I.s. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED
<br />(01 CONTRACTOR TO BE RESPONSIBLE f0R THE SEIVIWN, PURCHASE ANO INSTALLATION OICLUD'" LIFE SAFETY Or THIS PROOUCI
<br />BASED ON THIS P.E.O PROVIDED HE/SHE DOES NCO DEVIATE FROM THE CONDITIONS DEIARED ON t115 nocuMCNr
<br />CONSTRUCTION %AYIY AT SITE 15 THE CONTRACTOR'S RE5PON5011.17Y
<br />(4) THIS PRODUCT EVALUATION DOCUMENT WILL. BE CONSIDERED MAUD R MODIFIED
<br />(e) SIrE SPECIFIC PROUECiS SHALL BE PREPARED BY A FIGROk RECRTERM ENGINEER OR ARCHITECT WHICH WILL BECOME 111F
<br />ENGINEER OF AECEXiO (E.OR) FOR ME PRQIECi AND WHO WILL BE RfSEK)NSIBI.E FOR THE
<br />PROPER USE OF THE P 6D ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />PE D ENGINEER, -J441 %WU TO 'HIS tArFE.R THE. SITE SPECIFIC DRAWINGS FOR KNEW.
<br />(a) THIS IEWNLo SHALL H110 THAT T�p� ORI.NAL SEAL ANO SIGNATURE Or THE PROPES^ l IT
<br />I1. SHUTTER WNUFACMJF"*S LAM94AU BE LOCATED ON A READILY V151M LOCATION AT STORM
<br />HU
<br />PANEL STTER IN ACCORDANCE WEtH SECTION I Me.9 2 Of rLDRIDA BUILDING CODE- ONE LABEL
<br />SHALL BE PLACED FOR MIRY OPENTW LABEUNG TO COMPLY WITH SEEM 17091.3 Or THE
<br />FLORIDA BUILDING CODE.
<br />INSTALLATION
<br />INTO POURED
<br />DETAILS FOR REGULAR PANEL
<br />CONCRETE OR CONCRETE BLOCK
<br />C1 J
<br />STRUCTURES
<br />Qt41ING POLIREO CONCRETE
<br />IUD POLNRED CONCRETE
<br />CONCRETE MOCK
<br />r.REOR
<br />CONCREE ANCHORS
<br />WHERETO Block
<br />��,,' REWIRED.
<br />CONCRETE ANCHORS y/.�
<br />(SEE SCHEDULE ON y.
<br />9nE[I8 0 THROUGH e0r -1.
<br />Y�''
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<br />SHEETS a THROUGH l0)
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<br />CONCRETE OR
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<br />' SHEETS 9 TFR
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<br />PAWL LENGTH
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<br />SET & dLK-IN
<br />LEG LOCATION
<br />•)' -(�
<br />ARE USED k W/ WHEN
<br />CONCRETE OR ROO(COIICRETE
<br />ALTERNATE COMCREI[,_ [�S(61C POINTED CONCIRTE
<br />A HORNS .._OAF
<br />CONCRETE ANf:HORS __
<br />ARE USED
<br />EWIRED
<br />REWIRED,
<br />GNCRER BLOCK
<br />(SEE SCWVULE ON
<br />SHIM 9 THROUGH t0)
<br />REQUIRED.
<br />STAGGERED W/ STUD
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH to)
<br />BUILD
<br />uIlITING
<br />yy//AL AA!JT
<br />L INIOUNIMOECT
<br />„NIIHH,NW,FR
<br />"!N A:.ik(/l
<br />••
<br />'� 10EN
<br />FLORIDA RUILDINO
<br />CODE Non High VolocIfyy Nu
<br />one Zone
<br />EQ. « EDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />NOTE MR ImMBRNMR4 OF SECTIONS•
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />a 0. 44167
<br />i ' * *
<br />STATE OF`- .-
<br />�•' - -..-
<br />',
<br />tl001AI�0' K 24 GAGE GALVANIZED STEEL STORM PANEL
<br />I L E C O Oro MOM PROTECTION PRODUCTS, LLC.
<br />am Sr. 61 /TIeR
<br />FLI IN'1,.
<br />e1M/ret.
<br />MR
<br />SHEETS 9 A 10)
<br />IN ANY WAY 10 SUIT ANY
<br />G- /_ 1 _,�
<br />% '..0.!'
<br />.•
<br />�Yrs DHOW
<br />��� AR' ORM)m 7
<br />20-173
<br />ICOMBINED
<br />NSTALLATION
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<br />INSTALLATION DETAILS
<br />'
<br />FOR REGULAR PANEL
<br />rU�INTO WOOD
<br />ALTERNATE LEG
<br />4.48" IYIn.) IXISTWO WOOD _ ,, -
<br />BEAM Ol1WED. SIRUCTI,M/Z
<br />.
<br />_ .. LOCATION
<br />ADCY OF txrsn wood FAWG1.
<br />.
<br />INFANT M BE GERTF)ED BY 'D -F- E/
<br />01MSHUTER
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<br />NNSIALIATIDN. TIDOD ANCHORS
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<br />" SHEET 11)
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<br />SHEET I1)
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<br />NOTE FOR COMBINATION OF SECTION :
<br />1, INSTALLATION ARE ONLY VALID FOR MAX, ASM
<br />OP & BOTTOM MOUNT DESIGN PRESSURE RATING (P-t.) AND PANEL LENGTHS
<br />T MOUNTINGS CAN T P Tr
<br />COMBINED IN ANY WAY 70 SUIT ANY AS PER SCHEDULES ON SHEET 3
<br />INSTALLATION. 2, FOR NEV WOOD FRAME CONSTRUCTION: WOOD
<br />? � NO• 44167 a•. FLDRIDA BUILDING CODE Hen High Velocity Hurricane
<br />• III 6,01E.HA7070 rt,lm. rRe
<br />V STORM PANEL
<br />21 GAGE OAL TANNED STEEL ST
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<br />NM/3970MENDERS
<br />TO BE SOUTHERN PINE No 2, W/ SPECRiC
<br />DENSITY OF 0.55 OR EQUAL
<br />,•EO
<br />'11y - 11 jr'
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<br />SH 1.3
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