|
SUM AS.D.
<br />OIL
<br />Mm1.
<br />MN6lAOI SEPWRMtON
<br />pA __T,.
<br />MPLN�{BLE 10
<br />lG pA4r:
<br />{SEE }
<br />TO C9.AS9
<br />OtlN01IfOw
<br />SEORONS
<br />+ei,a -733
<br />70 OR LESS
<br />2 9/Ir
<br />BOLTED •
<br />1% 2'. 3% 1'W.
<br />2•W & 3" W
<br />460.0. -75.3
<br />70. 1M LESS
<br />2 7/a•
<br />BOLTED •
<br />a' & 4•W
<br />- MVSLOED/FROM-"BOfiWI OF PANEL. 8 WINUNUT AT OVERLAP 8 40R of PANEL LEMON
<br />SMAXIMUM
<br />1 .O, DESKH
<br />MAGMLN MOCK SPACING FOR L 0.. 3 1/2' ••
<br />APPLI
<br />L'A
<br />'.-'PjR! CUBE
<br />TAP00H5
<br />GI.K-IN
<br />PANELKiTE FEMALE 10
<br />PAIiFtMAtE HILTS
<br />AKY O
<br />(P:a:f.
<br />10 CO kTEJILOCK
<br />To comertm
<br />70 CONSREIE
<br />TO CONCRETE
<br />70 CONCRflEBLOCK
<br />To QDRWW
<br />10 CONCRETEaim
<br />170 CONCRETE
<br />OF12'
<br />N/A
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />1'
<br />ill
<br />3'*
<br />to'
<br />3•
<br />5•
<br />4"
<br />5'
<br />4^
<br />i (E
<br />12•
<br />3'
<br />12"
<br />a•
<br />6•
<br />6'.
<br />a"
<br />6"
<br />86.0, -75.3
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />-.
<br />N/A
<br />N/A
<br />12 1/2•
<br />IT'
<br />2' (E
<br />7-
<br />N/A
<br />6 1/2•
<br />N/A
<br />4 1/2'
<br />H/A
<br />4 1/2•
<br />N/A
<br />3
<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' 0
<br />t2'
<br />NIA
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />4'
<br />t2"
<br />9'
<br />12,
<br />9 1/2'
<br />le
<br />1:1'
<br />12"
<br />Ill
<br />+' {E
<br />tk LIMITED 70 1M.0 Pmf. A.S.D. DESIGN PRESSURE PATNC.
<br />#SEE SHEET 26 F311 ANCHORS TYPE & .SPACING FOR 0WALUTKINS INTO WOOD
<br />MINIMUM AM" SPMOM AND LOMMUM EDGE -DISTANCE AIM WONTED ON THIS
<br />SCHEDULE iORR.E.a In$ THAN WOTCAIE4 ON SCHEDULE REDUCE MORAL SPACING.
<br />BY AXIIPLYM IPA W SIM ON SM40M An 7HE FOLEOWINO FACT, FOR.
<br />TFBS opow ON toK POSSIBLE REDUCES IMAGING OBwAWm USING TA670R 5
<br />NOT BE Los YNAM umm SPACING INDICATED FOR LAW ANCHM TYPE AT
<br />AiCIJORS LEGEND,
<br />NOW TVE
<br />1/4.
<br />1/4.
<br />1/40
<br />1/4.
<br />INAM
<br />Rw10AY0[
<br />CAM -ix
<br />W., A ILR VACIMS 00
<br />3
<br />3
<br />3
<br />t 1/2
<br />Whednwot 6 Oki
<br />''a`""J awes trek SIR)
<br />3.
<br />3
<br />]
<br />3
<br />'s
<br />s 1/2
<br />3 ,f2
<br />4
<br />TINTING NA ARE
<br />PAD10111
<br />I,
<br />-
<br />-
<br />2
<br />,Ep
<br />y
<br />IDO
<br />- 1Dp
<br />,OS
<br />3 1
<br />.140
<br />RAG
<br />+ REQUIRES Max. 05TANCE BETWEEN BOTTOM
<br />AND (1) TO SE I/rr
<br />++ REQUIRES Mo . DISTANCE BETWEEN BOTTOM
<br />AND ® 70 EIL 3JIr
<br />3Em. AL
<br />20 GAGE GALVANIZED STEF
<br />VA_
<br />GLOBAL PROTECTION P'
<br />Ca �% trte. .. ....
<br />COMPONENTS
<br />.: - (SCALE 1/2»i')
<br />(TOTAL
<br />12.300" (EFFECTIVE WIDTH) - .1Y3• {{
<br />1 fit! Q dl 51Ef1 TY
<br />ASRM AQ53 iYP.
<br />Lw GAMv.
<br />45
<br />---DETAE. A
<br />m NINE
<br />( _ _ __-___
<br />1.350" fl "3L_.Ia1as0^n.,
<br />FNOS SHAD. BE SWAM ALWAYS
<br />FROM LEFT 10 now W/ lIr LEG
<br />AT END AT LEFT SIDE OF PANEL
<br />PANWIT END LIP -
<br />w
<br />3LD.05`
<br />_ i4•a DD2"
<br />•-
<br />ir E ISOMETRIC VIEW DETAIL
<br />... - ROUNDED CORNER O ENOS OF PANELS
<br />END LIP w/ HEMMED EDGE.
<br />z.378•--G (N.TS)
<br />2.50D' 1
<br />072"') tL Jt }
<br />2124^ .09Y
<br />1.3CM' 1.2� 0' 00' .165'�} .ODE t0.
<br />'� 33Y8• I 1.571' R(p f,SC
<br />lb
<br />•2.000 i i V84• •y. 1.015•
<br />HEM
<br />EDGEHEM I 2.125' t.
<br />-
<br />.I.__.
<br />K7A0. A
<br />K C
<br />ANP
<br />_ . TOP EDGE
<br />0.024
<br />OF PANEL GALV
<br />_ PANEL
<br />.1 e27o` 3s
<br />("_` .(fop✓�I�')
<br />I Ja.625 0.3)5'
<br />Y� �.
<br />;957 e�
<br />f MYx .Ed3'
<br />Kt +
<br />.825: .13.'
<br />r �C�
<br />Dorm
<br />® E WASHER lQi Er MOLE AT PANEL
<br />7105-M154 ALUM. ALLOTA "•ice _ p
<br />Alf, ^6 e
<br />,.zso .375• ® SiFEVE 2 1 /8ot `(TYp)
<br />L MAX, LENGTH
<br />:193' i 3.750•
<br />125' z.D'Do A #
<br />--2,548",--^-.•f t" 118"
<br />( 'H' HEADER $ 'U' HEADER: t.c3Gro
<br />V :l ��` � �..___r" MIN, T0:5..
<br />((R SL�E���EV��E��I� MAL
<br />Add
<br />374• -3V00• Will -TES ALLOY
<br />oea'
<br />.3- I A70• TAN.
<br />2000' + 7 Y, t.125' .860• 2
<br />f 1201' Liza' �. b �HnN' Q�'AHr• oSOT
<br />•2.000'--+ t -SEE SECTIONS-- J ..._1W
<br />L MIN.
<br />204
<br />1@ BUILD -OUT "FAA ® BUILD -BUT 'F41 TRACK @ WASHEREp WIHGNUT
<br />2.DGD"-
<br />j
<br />1a ANGLE
<br />tS 'J" TRACK
<br />@
<br />a�"�'sA TMANµyy
<br />1M1E/4' WADE)
<br />(USE ONLY FOR E Z HANG STOW PAN
<br />SYSTEM) 600-TO ALUM. ALLOY
<br />i •
<br />7 ND, 44167 i
<br />FLORIDA BUILDING CODE Non ►
<br />$
<br />s: ixO2a n1ua INC.
<br />24 GAGE GALVANIZED SHE#
<br />•o'•, STATE OF
<br />GLOBAL, PROTECTION P
<br />111. E C O 1N�.
<br />� 6W. � s
<br />SAW.: YL mt
<br />P,ORN: 616F1N11-16NL FAX
<br />A,. ,AaVV
<br />xr, xal. &, ,A" eNaoK rt wWA
<br />TRACK ANGLE (ZAAAAC 3 AUDY)
<br />ALLSEA/91O1Wt lQME
<br />wALtu A itMLF
<br />FLCWaA Ale
<br />,ir. P.E.
<br />4atir
<br />,L, m iT-Na
<br />_
<br />.^
<br />EX
<br />ca
<br />EXISTING
<br />CONCRETE
<br />REWIRED
<br />TM
<br />ULE
<br />e�:r)
<br />BUILEI-OLIT MOUNTING
<br />CEILING AND FOOR, MOUNTING
<br />SCM.E 3/8»t• SCALE 3/8.1'
<br />=�a1�
<br />i
<br />E.O. • EDGE DISTANCE NOTE FOR OOMS: BINATION OF SECTIQN-
<br />$ C
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNT9GS CAN BE i�
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />CONCRETE
<br />scHl
<br />SHEETS 9
<br />NCRETE ANCHORS I
<br />Z SCHEDULE ON
<br />mmm 9 Tt.iOUGH 10) 2 TIC I
<br />1 �:A SPACES
<br />ALL DEST
<br />%15TptO POURED CONCREI'E� LENGTHS
<br />ER CONCRETE BLOCK i' MADE
<br />12 1/r
<br />SHEETS
<br />4
<br />Stu 3/5.1•
<br />IG d4167
<br />. 24 GAGE GALVANIZED 5TEi
<br />/STATE OP l �1L EC O inc. GLOBAL PROTECTION P
<br />OR10:aC�_ re'"..'1tlireT3n ,mJOA o°m"0"e nt" xRx><na+)aroOVVIIIa R.3m
<br />txW oISrMicE
<br />am
<br />tP+ANEL
<br />OR LESS
<br />Max.
<br />3M/16
<br />..
<br />tttt Max:
<br />it STUD 0 aI I
<br />* 12 a i 1
<br />R a i2 lIr
<br />EVID N
<br />AT TE nEVRLLW
<br />F i
<br />z5
<br />IN STUD
<br />OR
<br />DOITIONAL
<br />E LENGTH IS 1
<br />TAWTONS INT
<br />-MDx.
<br />PANEL LENGTH
<br />(SEE SCHEDULE
<br />ON SHEET 3
<br />FOR
<br />&
<br />ON SHEETS
<br />�9&
<br />SPACER
<br />V,
<br />AM VET. FOR
<br />PACERS O
<br />11 ON
<br />m*
<br />INSIALLATION
<br />iHANG
<br />STORM PANEL
<br />INTO EX15TING WOOD RRUCTURES
<br />SCREWS a 5. 04 W/
<br />11-VO LAD SCREWS a 6- aC. W/
<br />1 t94". THREADED Ti01
<br />TU EIISMLO WOOD WAOM
<br />(3 MA 2"xa" WOOD
<br />ETRRTION
<br />�JY
<br />IIEOLAREG
<br />. W�
<br />PATOR ON EDGE -
<br />%14xi• SAES.
<br />-O EA ENO O
<br />S
<br />y
<br />1 4•f- 4"
<br />20x.TJ ?RUNS
<br />"' W/..yq./#'Na/S7`
<br />ly Min iNNEMED Y. ERG7/
<br />/2• PLR 10N
<br />To INSTAN0 W= HEADEii.
<br />DETAL..H 2+F &
<br />NDrE u . ,RELGiwI
<br />:
<br />W" Nor¢ MNYdAATfT
<br />or EVERY Giro.)
<br />6 i6 AA,imi. P ai
<br />4 i1 Fw ERN N' (D
<br />1
<br />R
<br />'TP-)
<br />7 0-0.-
<br />{SEE /2
<br />DETAIL i 4 l #
<br />4 5. w/
<br />SCREIY*NOTE 1A BELOW)
<br />SCREW a S•. GO. Wl m
<br />L PM'EUNAATTE PTFiS mo Olt
<br />PI7kTRATx7N w /a •
<br />0
<br />4'
<br />FLATR ON EEO,IPED
<br />FLAT OR ON EDGE
<br />2 9/ti• YxxSDMMTOK
<br />To CL4S&
<br />! M.84"11 2G+cT/4'
<br />!� Ar *pr
<br />-
<br />I
<br />ME FEMALE AD
<br />121/r as
<br />ALjE@j}gTFVE 1x'W
<br />SCALE 1/4•.t'
<br />j
<br />k
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUS0NG5 WITH ALSO DESIGN LO"
<br />UP TO +"0. -75.3 PAN AND PAIL'S UENOTH UP TO
<br />YVµ1iNNNNA{M
<br />R• 114 i
<br />2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO HE SOUOIEKN
<br />POE Na, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />aaON •�
<br />4wT� •` `. EN :
<br />a
<br />'xi(E )°
<br />V
<br />No. 4
<br />SSE MA .REOUIRCO a4 PDR QF 6HA AT' TOP AS
<br />i1(�� 4Q
<br />x
<br />.. jr
<br />WELL AS tiN1t#L COWECTgN TO TRAam OR AT IOFTOAI, 9R9ED ON
<br />t 000 OR 2WG HIRE ON SIF2I
<br />tNSTALLATEON 23
<br />a
<br />5. ' srAr
<br />OF
<br />Nerve Fee COY9dA47gN.nr •x.•++-.a.
<br />Al TITfE T�dyF�a�iiA�lpLnegs�y�y�OyQ�(iy
<br />L'ls�,N`'•.�;At
<br />L1g"
<br />OP .&SUIT ANY INSTAILIATION. V BE GU iD IN ANY
<br />TWAY
<br />1 iA,LM1yWVVW
<br />i
<br />161410
<br />aFOR CLAlIlAiOi�
<br />HOTe ; SHVT1ER RACKS NOT W N
<br />., 1
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-"((ft.) 0
<br />MAXIMUM A.S.D.
<br />DESIGN
<br />PRESSURE RATIO
<br />(P.af.) (+ ar ->
<br />CONCRETE & WOOD
<br />INSTALLATIONS t
<br />L4,.
<br />4
<br />2ao
<br />i2'-D•
<br />R2•-a'
<br />2TL0
<br />12=0•
<br />it'-B'
<br />Sae
<br />tt'-8'
<br />Ta"-9'
<br />SOLD
<br />t0-10'
<br />to'-0'
<br />4aO
<br />/0-t'
<br />9'-4'
<br />Asa
<br />9•-a•
<br />a•-9•
<br />SOLO
<br />9-1,
<br />81-4"
<br />$S.o
<br />Limo
<br />6 '-J"
<br />r-r
<br />610
<br />f'-o'
<br />r-a•
<br />70.6
<br />r-5•
<br />r-o`
<br />210
<br />r-S•
<br />0'-r0•
<br />aaO
<br />r-s'
<br />6'-r
<br />no
<br />7-0"
<br />g -6'
<br />90A
<br />B -6•
<br />B'-2'
<br />no -
<br />6'-9'
<br />IV-e
<br />laao
<br />6' 3'
<br />6"-Tr
<br />H$A
<br />W-3`
<br />d=9"
<br />110.0
<br />-
<br />6'-7-
<br />Ima
<br />-
<br />3=6•
<br />I Fsis
<br />O"-3'
<br />a
<br />YJB W
<br />fMRle
<br />UON W1C1 OJ
<br />I OASS. EMERY OVIDW
<br />1
<br />r
<br />U7 SCRENS O r O.C. W/
<br />Mn. TiW-.M PENETRATION
<br />INC MOOD IF.ADEN.
<br />NQACWIN
<br />+
<br />CON. IIVW" SAILS
<br />0 EAL END Of
<br />iT (SEE fBTMt .24 #
<br />I�'---( A/ ue, �}I� ; 1• L W^*"H 7tRtBSti
<br />TNQ71:. IA IN
<br />FgTE. 1A BEUAV) i `+ 8 ,1 4N•R 1 OC.W/
<br />tent..
<br />LAO SCREWS Y or LtC W/ < I 1/4,0 Lm SCREWS a 5. O.C. W/
<br />On. THNEAOED PENETRATION 4NL (2) 2' i 1/2 MY, THREADED PENETRATION
<br />Min. rx4' WOOD PLATE O E1 DR OF PLATE
<br />Uhl REQUIRED, FLAT
<br />(FIAT OR ON EDGE
<br />oyIA14
<br />AL ERiMIATIVE 4ixW
<br />SCALE 1/4".t"
<br />- -
<br />i * �
<br />_
<br />N f
<br />P,E. Sw./MOiiMVWE/tatE
<br />4Row TATEm. Wc:
<br />It E C L
<br />-0...
<br />xR. DAn # 1,ti slr, atuw A,"awPq a xN0
<br />ax», XA9 m_-
<br />CM44G6T19
<br />1wLTER A P:.E.
<br />20 GAGE GALYA NG(ED STSTORK P
<br />EEt ANEL.
<br />FA.
<br />oLWai of,
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />aHiD S.W.OE F 61 9114
<br />&iCtC- ay.) Tau F :t Do'HIM-4my
<br />eT�/'p9°
<br />°'
<br />20-176
<br />URan1.a ft
<br />#xw Mxta w Rw
<br />.
<br />+ : to x `..
<br />moo, N LW Ra
<br />Ek r i .�LM it MOD (t ; "uu _ ANCHORS (SEE 1 SCHEDULE QM
<br />GL.E PANELS AT EACH ..
<br />r7' r
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (1t.) 0
<br />MALLIIAd A.S.D.
<br />OEM
<br />PRESSURE'Ri.TNG
<br />CONCRETE & WOOD
<br />915YAUATipNS t
<br />2aO
<br />W.I.
<br />13'-0•
<br />Lx0
<br />12•-Fo•
<br />F7'-7•
<br />3110
<br />7.1'-.0"
<br />F6»7'
<br />La*
<br />w-Fo
<br />0-01
<br />AGO
<br />P•-a
<br />9-2•
<br />Aso
<br />9-1
<br />a-r
<br />Sao
<br />LF'-7^
<br />a•-s'
<br />aGo
<br />5'_O
<br />eao
<br />7,-6
<br />r:2'
<br />7D.0
<br />r-a
<br />6-IF'
<br />750
<br />?'-2*6•-d•
<br />Sao
<br />7'-0'
<br />tl'-0•
<br />� a
<br />7 -0
<br />6 J`
<br />90.0
<br />r-9
<br />a• -,-
<br />no
<br />Ir
<br />$-T0'
<br />TO&O
<br />6•-d
<br />s'-r
<br />TirQn-
<br />b-3'
<br />3'd`
<br />l To:
<br />t 3-r'
<br />Fi3t6
<br />4'-6`
<br />ANEL LETiYHi
<br />MINIMUM SEPARATION TO GLASS SCHEDULE
<br />WIND SPEED 4 170 m p,h
<br />WIND SPEED > 170 mph
<br />(in)
<br />UNITIES wmm
<br />)ESIRALNFD
<br />UN6ESTRNNE4
<br />RESTRAINED
<br />30 00 LESS
<br />1^
<br />1'
<br />1•
<br />6 1/4':
<br />>33 TO 90
<br />1'
<br />1'
<br />7 1/r
<br />7 1/2'.
<br />>60 TO 145
<br />i'
<br />1'
<br />7 1/2'
<br />7 1/1-
<br />>t�
<br />7 1/r
<br />A, Ix
<br />Eli? z4
<br />wmim$,WK11la11R[4X*u.hi[41:
<br />s.'T1.4-mmaml
<br />[Ql1iRT�i
<br />+.
<br />C ll�r/i�*.�t'
<br />:TiFixx-•TI' R 1r�Y
<br />_�irri�i'iE1"
<br />(& OF
<br />OF�
<br />I3/4,
<br />6,SWIS. W//7 4
<br />3 MAX
<br />.,.,,...... 1, YN:
<br />- T-r-r
<br />A L 11*
<br />La
<br />B P + 4.. Qx1'
<br />TED PANELS
<br />: DL1EQ ANELS W 2 !
<br />(SEE sECi1CN5 as / S.S. M.S.B(X.T W/ �O FA.OVERLAP
<br />APPUCNBLE) (SEE SECTIONS AS APPLICAIR.E)
<br />jIi 9
<br />1
<br />a-- - -- - - - - --
<br />3' MAX
<br />1 NON. 2/4 1/4, 3/4. 4/5, 5/5 4 6/5 #^"
<br />W iw/s, 2w/s, 3/7&4WJ7
<br />-- AtTCORS {SEE SGHEWLE ON SHEETS 9, 10 &11}M---------••-R
<br />REGULAR STORM PANEL ELEVATION i!4 H&w GA
<br />tear NT.s. {
<br />(COL OAT AP .1 WHORE VAUD) {
<br />SECTION A -A
<br />N.TS.
<br />(2) PRimpme TO DETERMINE MAXIMUM PANEL. LONOIHE
<br />QArtN A POSITIVE ASV, DESIGN LOW, DETERMINE MAXIMUM PANEL LENGTH •L+' FROM SCHEDULE
<br />GIVEN A NEOATNE A.SD. DESIGN LOAD, 6ETETeStIE W?h PAIL LENGTH 'L-• FROM SCHEDULE.
<br />FIR. M X IN ALIAWIIBEE PANEL tFP6TH 4S EOML TO TIE MINIMUM DETERMINED PANEL LENGTH
<br />BETWEEN 'L+• AND
<br />(33 SEE SCHEDULE BELOW FOR AOL PANEL UINGIN FOR POROSITY 00AI3FKATiOW
<br />t INSTN.LA710N5 AND WOOD ARE LIMITED TO 195 P.0, MAX AS,D. DESIGN PRESSURE RATION
<br />rAV " 0, 10 & 11 FOR MAX. ASV. DESIGN LOWS & MAX. PANEL LENGTHS FOR
<br />SPAA)ER i5 USED..
<br />S ' FLORIDA BUILDING CODE Man h Vidoa Hu cone Zone}
<br />�L:.
<br />ry",,�((jj',,•.
<br />''NirN
<br />o. 44167 S
<br /># x`
<br />TATE OF' • Tt -
<br />r_
<br />ORION
<br />#VA V
<br />i
<br />can 7 LTRO
<br />i sw c.
<br />24 CAGE GALVANIZED STEL STORM PARED.
<br />F.P.
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />Aim SW ei StNEET
<br />HIND. R. 3ssu
<br />PiK (9aN)aaP-7ak4. #Na (a%)taa-ETUDE
<br />-
<br />m
<br />TUA 4a rWE-
<br />TILUT #. aRL Rq«eA.eMWM n 3Hn'
<br />A-, pAR4 CBE) M-,w,
<br />°4-00a6T19
<br />WN.iIR A 11WR Jr., PE
<br />20- fi75
<br />aMWWG N.
<br />am O ti
<br />w. ,T-,a
<br />INSTALLATION DETAILS FOR REGULAR PAN
<br />iN.TO WOOD STRUCTURES � �(
<br />t SEPARATION
<br />TO
<br />(SEE SCHEDULE ON 1 4Tr3rh1• i - tSEE SCHEDULE j t/4'0 .4.wo-+'
<br />=- SHEET s1) r & BOT9 W
<br />WR�n s ON SHEET 3) a OL
<br />r u
<br />�E
<br />k
<br />) PANEL LENGTH
<br />- WOOD HEADiit .- N ( WOOD ANCHOVIES i = 1 I#E • CL;� (
<br />i
<br />,. (SEE SCHEDULE
<br />F (SEE SCHEDULE ON I `: I ),SON SHikT 1,j�FO1
<br />REWIRED i i. / - I 1/4' SHELF 11} • 01
<br />'
<br />I SPACER [�
<br />K-7
<br />, :1OF
<br />REQU#RED J" 1 --
<br />MIN,.
<br />y ; I f! C_
<br />T t #
<br />- i _
<br />."
<br />Lot' MAX, LONG ALUMINUM SPACERS 0 12 I/r
<br />I Li• I + qq i ( I C% OZ. (SEE TABLE %1 ON SHEET 11.)
<br />i I
<br />SEE NOTE « BELOW FOR LIMITATIONS FOR
<br />SEPARATION( "' "L" MAX.! I MAX3 i i I I i/2 - LOIN SLEEVES.
<br />1E�.. =IPANEL LENGTH
<br />PANEL LEMOTFTIE. i
<br />1 (SfE
<br />(SE SC ; 1 (SEE Saoxi:E
<br />ON SHEET 3) _ F i._._.;= MATE FEMALE O OR PANEL MATE
<br />ON SHEET 3) ON SHEET 3) ; t . PLUS tSEE SCHEDULE ON SIMEF 11)
<br />,...-. _
<br />i _-
<br />1
<br />--L/t
<br />AT p O.wAP SEPARATIONV
<br />EOSDNG� t i wN am Y-n I SnN�--•-j 70 OI ALS. f ! PLATE WOW
<br />•_•# ...-..-
<br />GL.rlSS
<br />ON SHEET 3)
<br />r {
<br />►�-._ -� _ 1- r i AE.TERMATIVE 2W
<br />[1 1 5
<br />jSCALE
<br />AO 12 i/2. O.C.; E I! &
<br />SEE TMMMDT�A3IpON 94M DEsIGN I TOME s0e MAX PANEL THISL INSTALLATION.
<br />r
<br />i
<br />r OF 1 ED
<br />1
<br />z.^>:' �' `'t.-^' 0 12 1/2D.C.
<br />I j
<br />P )},�I t
<br />WOOD ANCHORS * 7k NI31E:
<br />y : # .. ( # i Y STAGGERED VT/ STUD
<br />'I I - (SEE SCFIDIAE ON OPAfi11 4A MAY iE t 1/2' LONG F.
<br />I �f f #
<br />SHEEP 11) (1) NS NLA M is U RM 70 A am M" BUILDING$ tell! IS-r
<br />t{ MEAN NOW HENRY Mile III A RMTMMM ROM AM
<br />it
<br />�ANOBORS I 5
<br />PATE IREWI ! 1 § 1 ) teDDp ` (i OWDAK iiR aRaAEwn1YWmG G91 9!lIO.TMAX
<br />i D 1' MN.RAnH TO 1X.NTi NIxOVm I xi" WOOD
<br />$fAOGERED W/ STU09
<br />N1E OOU#RED �
<br />i
<br />r:•-
<br />--
<br />�' I '' y i (SEE SCNEOlI:E ON LApm Wt FILL4 NGO -'�}, PpiB. MWtE Pis169 mAu. x Man1DM s 1/4"FEMAODOs.
<br />Ew,l I k I _ SHEET 71) A� J CM y}, aA OMM FROM t2 i!2' = WAOM AIaNEB b)
<br />1 t (1) MOO" AN OEM PBS
<br />MMAX 24 GNIE _ _
<br />flW9G IS ,a0. -as P&L(MIN
<br />6 MOIWCOON FROM LAMM AMID. UING96 AUM ON
<br />17) MAXIMUM IRON JAMS. LENGTH®WALL 6OROLL SRFAT 11).
<br />(31 s7pgl RVED. wRw2#SOM N DMY (4) 1 ,/r LONG SPACER COMPaIEXIr j" MMu. I ITS axy ON
<br />'FRS SCALE 3/s.••1» U i RRIKUTICFt GPI t jY' LAO 1 B4 TF6 AN.Y
<br />��L����
<br />MM EwBANB w90D YWIl. Vwm r 1W0 2OWi f, a W 3 RO t&FFRUQ SP A m
<br />SCALE 3/8.1" (4) aLSO 172 WI O ONLY FOR WIND BULOW cm[ > CVO 1!E 2a3a {T0, WHICH) OF THE FIOMM
<br />1Rw-D'd. 2 & 3 PEW ASIM E 01141HN
<br />Pt'
<br />3► E C a
<br />ii ' • FLORIDA BUILDING CODE Non High Valoo(#V Hu one tons
<br /># oN E ONLY VALID FOR MAX,. n1Em, Cc. 1 WALIA71 ARE LY , S RiFpM Fdi.
<br />YIMR• O TI �' Zt
<br />FOR 1DN F _ N0.44 caslr� (: 187 6 ii�#@IN9T.-,»i• 2 CASE DALVAH s 4 TIED 81'EEL STO M PANEL
<br />�
<br />DESIGN PRESSURE RATING (p.i,f) AND PANEL LENGtHS. � * *, n *.# Dow
<br />TOP k BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = - m ��1C�AA� 27
<br />COMBINED IN ANY WAY TO SLIT ANY ALTERNATE 2YY') iy :, STATE Gi �P V iMC. GLOBAL PROTECTION PRODUCTS, LAC. /WE
<br />INSTALLATION. s O F( Hem re: 61 slim
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD y ORIO .• tv't®xxxe#. LaH nee n mw p1AL P_ 333 14 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC S`/(�l�i r.., n�Wm nwNE (a.)ew-.Yes: FM {B5F)sm-BDn -.
<br />ow." iFx.
<br />DD45V OF 0.55 OR EQUAL. IIWN((�(rlti�&m4�1uME/oYE xw-DmB77W xm..... aaw,r we aew: aWc
<br />eKtER A TINT Nr, 87 r ae»-ia s MEYF 6 R ti
<br />CENO( NOTES
<br />/1«to fi02 eAe IR wtAAFPr )t _z INAMn WTna,M+ (C) ID EXHSTNO WOOD ivLu--. sPEc6TD {RrAVRr- r.. D.6s MN.1;
<br />1. SftMM PAIiF3, SHOWN ON TINS PRODUCT EYALUATON DOCUMENT (P.£O.) NAS BEEN vERITEO FOR COMPl1ANCE M ACCORDANCE _ t/4'0 TAI DN ANCHORS, AS MIANUFALIURFA Br I.T.W. Bultm, INC.
<br />VAIN THE 2020 (7th EDITION) OF THE FLORIDA BUILDING COOS. THIS STORM PANEL. SMALL NOT BE INSTALLED AT HIGH - /14-10 PAKUVIATE FEl+MLE 10 AND PANELMAIX PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS..
<br />VELOCITY �E zONES: {MINI -BADE BhY1YTAAIT COUNTIt(S). -. 1 J4"e LA) SCREWS PER N.O.S.
<br />DESIGN VAND tENTON 000E FORM A BA.SI� - 7J16*0 x 5/8" WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO.
<br />EED AS REQUIRED BY THE JURISDICTION WHF}tE. STORM PANEL WILL i# INSTALLED. FOR A T ArTOR
<br />KD-O W USING ASCE 7-16 AND SHAD. NO EXCEED THE MAJUMUM (ASV.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETRAT" HID WOOD OF TAPCQH ANCHORS SHALL BE 1 1/2• ANO r FOR ELCO PFNELMATE PLUS
<br />3, 9 Tim 12 & 17, ta. AND PANELMALE FEMALE 10, -
<br />IN ORDER TO VOW THE ABOVE CONDITION. ULTIMATE DESIGN WINK} _LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST
<br />RELYTCED TO RSA. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (AS.O.) C.2) MINMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17, 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOU#RED THREADED PENETRATION.
<br />IN OHM TO VERIFY THAT ANCHORS ON THIS RED. AS TESTED WERE HOT OVER STRESSED, A 331E INCREASE IN ALLOWABLE
<br />FOR WAS USE... IN TOUR YS FASTENERS ACING TO WOOD HAS BEEN DEIEIRMRN )
<br />STRESS MIN OF W SC S BE HI O A N IS B SPACING ED IN C3 MUM EDGE DISTANCE LAC REINS. INTO WOOD HALL AS TEA I THIS OAWMO
<br />Q ANAL
<br />ACCORDANCE Nh2Oi8N9T
<br />STORE{ PANEL'S ADEQUACY FOR IMPACT AND VAND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE. WITH SECTION 1609.1.2 OF CA) MINIMUM PONERATKOH OF WOOF) BUSHING SHNl 5/8•. 1/4" 0-20 S(:RE1Y5 USED SHTAiI. BE 1 1/2` LONG MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMEWCAN TEST LAB OF SOtFtN FLORIDALREPORTS 10014.O1-01 AND /0219.02-09, A5 SHOULD STUCCO EXIST AND I' MNMRJM FOR WAUS WITH NO STUCCO,
<br />PER SSTD 12-99 & ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT It 123.01-10 AS PER
<br />TAS-2Dt AND YAS--203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W! SECt1ON 1604 OF THE C.5) CAS THAT 5'IO!!E, OR PRECASTMIR CONCRETE PANELS, STUN 4 0R WOOD BOARDS :OVND ON THE F,XISTUIG
<br />W ORS SHALL LONG RFACFf THE MAIN Si1RUC7URE BE7NIN0 SUCH PANEtS,
<br />FLORIDA BUILDING CODE. WALL.
<br />NEDIENOUGH .1
<br />ANG4OIAF£ SHALT. BE AS MENTIONED N C.1}, 62) & C.4)
<br />RACE L BE S
<br />2. ALL ALUMINUM EXTRUSIONS TO LE WW-16 ALLOY AND TEMPER. (UNLESS OTHERWISE FITTED). SEE SHEET 2 (0) ANCHORS SHALT. BE INSTALLED FOLLOVO4 ALL OF THE: RECOMMENDATIONS AND SPECI ICAMNS Of THE ANCHORS :MANUFACTURER,
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HONE 3105-HT4 ALLOY, 6, PANELS MAY ALSO BE INSTALLED HOWZONTAU,Y FOLLOWING INSTALLATION DETAILS SHOWN ON 59CUON i THROUGH 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL AMU A-653 GRADE 80 MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERS ("A &(iJ! SWELL NOT BE USED.
<br />STEEL DESIGNATION W/FY. 92.2 TM (AFTER RDLLED). 9. R SHALL BE THE RCSPONSIBEt1Y OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 ANSI SERIES CO CORROSION RESISTANT COAtEO CARBON STEEL AS PER DM ATTACHED 70 iNSOE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED i0 CONCRETE, BLOCK OR WOOD FRAME
<br />BUILDINGS.5Wt8
<br />W/ 50 kxT YIELD STRENGTH AND 90 Mai W49LE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411.3.3.4. 1 40' I 4 5 AND 1 3W & 4W ON
<br />0 EACH REGULAR STORM PANEL WITH LENGTHS OVER AS PER SECTIONS 2 . 6 D ALTERNATIVES OW
<br />R
<br />SHEETS 4, D. 6 # 7 RESPECTIVELY; SHALL. HAVE R LEGIBLE AND READILY VISIBLE' MAFWNQ INSTRUC'#ING (COMER OR TENANT TO
<br />6,li6V.TS TO BE. ASTN A-303 OA.VANRZED STEii. OR ALSI 304 SERIES STAINLESS STEEL, WTTN 35. kit MINIMUM YEW STRENGTH. SECURE PANELS VITA APPLICABLE REINFORCEMENT DURING PET GGS OF HURRICANE WARMING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11, THE FNSIAU.ATION CONTRACTOR IS TO SEAL/CA1" ALL SHUTTER COMPONENT EDGES WHICH RE" IN CONTINUOUS CDNTACT WITH
<br />THE BUILDING TO PREVENT WINO/RAIL INTRUSION.
<br />(A) TO PLWNG POURED FYc
<br />- i/4•0 TAPCON AINCHORS AS MANUFACTURED BY LT.W. BUI).OFX. INC. (Min. F-3192 P.A.) f2. STORM PANEL RNSTALIATION SHALL COMPLY CORN SPECS INDICATED IN THIS DRAWING PLUS ANY BURLONG AND ZONING REGULATIONS
<br />t/4' a x 7/8' CAUK-IN ANCHORS. AS MANUFACTURED BY DEWALT INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />- 1/4"a x p.9,R,) 300 SOLID -•SET ANCHORS, AS DISTRIBUTED BY ALL: POW SCREW, BOLT & SPECIALTY CO. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE. INFORMATION
<br />(M)n: Fc.300(i
<br />FOR A SITE SPECIFIC PROJECT: Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
<br />- /14-10 PANELMATE FEMALE 10 & PANEIMAIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />- 1/4'a ZAMAC NAIIN ANCHORS. AS MMWACTUREO BY DEWALT. INC. (b) CONTRACTOR TO BE REWONSOL.E FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />BASED ON THIS P.E.O. At) MINIMUM EMWDMFINT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4": 2' FOR ELCO PANELMtTE AND CONSTRUCTION SAFETY AT SITE #SNTHE DOESHCONTRACTOR'S RESPONSIBILITY. THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />1 3/4- FOR TAMAC NAILBN ANCHORS.
<br />A2) CALK -IN & SOLO --SET ANCHORS SHALL BE EMBEDDED 7/e INTO THE POURED CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT LYALWIRON DOCUMENT WILL 8E OONSIXRED INAUD I MODIFIED.
<br />STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOXD STUCCO EXIST, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT VIRCH WILL BECOME THE
<br />-
<br />AND 7` MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE. HMO SCREW OR. ALL THREADED SOREKS W/O HEAD, DoNan OF RECORD (E.O.N,S FOR E PROJECT AND WHO WILL 9E NSIOLE FOR THE
<br />BUT' WITH WING NUTS PROPER USE OF THE P.E.D. ENT# OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />SHALL
<br />P.E.D. ENGINEER: ALL SUBMH TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RE14LW-
<br />A3) IN CASs THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAYERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EOSUNG WALL OR FLOOR, ANCHORS SHALL. BE LONG ENOUOt TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (a) THIS P.EO. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SILL. BE AS MENTIONED IN At) AND IN A2), ENGINEER RECORD THAT PREPARED IT.
<br />7NC �.( F�1)(H•Ur,�, E.}•L,,.k C,„.ee,, 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />,{
<br />TAPGON ABHORS AS MANU€AGITMEO BY 1. T. W. BOt;iEX,. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BOLDING CODE. ONE LABEL
<br />SNAIL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH BECKON t709.9,5 OF THE
<br />- T/+• P x 7/8" CAUL -IN ANCHORS. AS MANUFACTURED BY OEWALT; INC, FLORIDA atRLONG CODE.
<br />- 1J4°P X 3/4• SOLTO,-SET ANCHORS, AS DISTRIBUTED BY ALL PONY SCREW, BOLT & SPECIALTY CA
<br />-./14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P IIINRp
<br />- 1/4. 0 ZAMAC FARLN ANCHORS. AS MA3LiF'ACTURED BY DEWAIT. INC.
<br />a. 1) UIMMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PARELMATES AND ZAMAC NOUN ANCHOR, INTO THE A ~�'',••• .Wj•
<br />••'��
<br />BLOCK UNIT SHALL BE 1 1/4". FLORIDA BUILDING CODE NiHG High valacft #lixrtcone Zone)
<br />9-2) CALK -IN & SOLI) -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. NO - - '. %,44 7 z " Mm 24 GAGE GALVANIZED STEEL STORM FATALE pvem
<br />1/4' 0-- t ' -. MINIMUM SHOULD Du STUCCO SHAL Be PERM,RFffi.20 SCREWS USED SHfAJ. BE ! 2 LONGDust, !
<br />5Y :. t 4r A /a7/2PSO
<br />�
<br />AND 1 MINIMUM FOR WALLS WITH NO SIROCCO - STATE IL EGO ENE. GLOBAL PROTECTION PRODUCTS.. LAC. DAt£
<br />�
<br />•• ' C -
<br />S ORI ar a W. A« emr a.wa a "siYa 41WD &W, 31 smm
<br />0.3 IN CASE THAT PRECAST STONE. OR PRECAST' CONCRETE PANELS. STUCCO OR WOOD BOARDS � T � # a,ka:, iL x13„
<br />EOStING WALL ANCM)RS SHALL LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND S1K:HFD
<br />...... �j 1.0m (aaxw-PH& Am (MA)"o-Sm 20-175
<br />,$ Tar , Nxw -r4a . w , p 1 +i ,.w
<br />N aWaWO
<br />ANCHORAGE SHALL BE AS MENTIONED IN B.1) AND N 8,2)• yyAs/O�fAt CA -bow'. .n -Iii �'•r iv.
<br />W.'AAIININN, A�� PE 6fA1/9LAA4f9AW
<br />erla m.
<br />WELTER A TNLiI' dry PE ' sMF[T 1 ate
<br />nAlw IA
<br />1N; TALLATION DET,AM FOR REGULAR PANEL Cif
<br />INTO EQURED CQNCREIE OR CONCRETE BLOCK STRUCTURES
<br />CONCRETEPOURED ONCRETEPOURED CONCRETE
<br />BLOCK OR CONCRETE BLOCK
<br />REQUIRED.j REOUIREO.
<br />CONCRETE ANCHORS . r' CONCRETE ANCHORS
<br />(SEE �CHIEDRUE ON•�,EASTANCI POURED
<br />SHEETS 99 THROUGH 10) ,-.a , 7 SHEETS 011- (SEE S CH 10) r•--(S p CONCRETE OR
<br />_ ! '•✓ °( 1 CONCRETE BLOV z it4Y-�,•
<br />1/2' t/4' 1�,• I i REQUIRED,
<br />CONCRETE ANCHORS 1'`•
<br />t I (SEE SCHEDULE
<br />SHEETS 9 TFNOIX;fi 10 ;
<br />i
<br />1
<br />1 r 1
<br />1 /
<br />I 5
<br />°���w� yGLZ
<br />E.1 .
<br />pO.E<5 SCHEDULE '
<br />I
<br />EDsnNc ( i
<br />GLASS ON SHEET 3) } T � PANEL LENGTH A off SIEET 3) -_ PANEL
<br />MM. SEPARATION
<br />t SEE SCHEDULE # 1 1 Mpx
<br /># I # ( 1' #lax.
<br />To i t -
<br />t ! ON SHEET 3} 9 I PANEL .LENGTH ..,•+(SEE SCHEDULE i LENGTH
<br />_.... ._1..._: 9 _ _L..__ SEE SCHEDULE
<br />CONCRETE AINC)10R5 ._: iL _ _ .-_ ,.�--....,.„. 1 ? - _ ._ tSTN SCHEDULE
<br />3) r OI R
<br />(SEE SC)NECUL€ ON -_-.- 1--._ S_.-..:...�1- I.__.„, QH SHEET 3) _ ON SHEET 3)
<br />SHEETS 9 THROUGH 1 1
<br />1 OFzz
<br />1 j ! EXIs1INC� 1 j
<br />ki
<br />1 f M�Xi MAX. - i SDx I G1A55 1 1
<br />j ED. L3iL
<br />1, r zaHAn a »as i of 1 F y
<br />W • 6.1 02L
<br />I
<br />/ MINL
<br />1 I Eb. E D. j i ED. / l
<br />1!2'-----�._`L_ ..._._i EDcsnHAG Poua�o i 1 /�
<br />COF1CRElE OR 1 O 12 1/7- OC. T AS -
<br />1 .•.I. MCA WISIER HEAD CONCRETE BLOCK H i CONCRETE ANCHORS # f t
<br />SEE SC ON
<br />UI oc, N" REQUIRED.. 1 ... .-._..�.-....# SHEETS R TTM UGH 1O) J 3
<br />T p1L `IEtRCMNTE "1` Min..:iL_...... f•. W!OOmy VAN SOW r
<br />i i:EO LOCA4EDN SET & CA X-IN ANCHORS a EO51N0 POURED CONCRETE
<br />ARE USES & W/ WHENPANEL-8t1 T
<br />AT
<br />ALTERNATE CONCRETE PouRED CONCtE(E coNxTRErE ANCHORS F rEou�ED,
<br />AICFIORS OR CONCRETE BLOCK REQUIRED. 5'TAif6ERED W/ 5TL7D
<br />(SEE ON
<br />(SEE SCHEDULE ON
<br />SHEETS 9SCHEDULEiHROUGH10) SHEETS 9 THROUGH 10)
<br />WALL 1lOUNSiStII 1RECT IiOUNi
<br />SECTION 2
<br />SCALE 3/8.T' SCALE 3/8.1- SCREE 3/8.1'
<br />I/11}
<br />LAitil 11N
<br />.�``e,�
<br />FLORIDA BUILDING CODE flan High Velocity Hu cone Zoo.
<br />_ 0. 44167 Q10°0 n'�0' W_ 24 GAGE GALVANIZED STEEL STORM PANEL D•«N x
<br />ED. EDGE DISTANCE MOTE- FOR COMBINATION 9E SECTIONS: x
<br />STATEo�� - IL ECOENn. GLOBAL PROTECiIQM PRODUCTS, LLe, DATE
<br />-,•.
<br />SEE SCHEDULE ON S TOP de BOTTOM MOUNTINGS CAN BE
<br />Cl'•.
<br />SW. S SiRFE1
<br />SHEETS 9 3L fin) COMBINED IN ANY WAY TO SUIT ANY �()RIOA 4.w. m. ai aEaw a « FL'SSSt4
<br />Tt1STALlA1TON. , F .......• •• G41 2r7 eem , (xW m_mo . A. _ aaV m-,m, >': OWdrbP->a+e.. ixn (asiYHM_a�eT' 20- U 75
<br />'h,, rQ a to #a.k va. LAM" Hie.
<br />- ANtll YwLiFR A TaLRF N1 PE ,a-,aPq
<br />w fMQT 4 iY 4i
<br />JNSTALLATION DETAIL S FOR REGULAR _ PANEL INTO WOOD
<br />J ALTERNATE LEG
<br />f-- T
<br />84•EAMA (MIn.... ST9RG i �` # ` 4' -
<br />% - /
<br />_
<br />ADEQUACY OF � WOOD
<br />/
<br />BEAM TO BE BY
<br />REGISTERED ENGINEER Olt><,
<br />ARCHITECT PRIOR TO SHUTTER / )� ' •4:i
<br />INSTALLATION./� 3 i - II
<br />f ApOµppS ALTERNATE WOOD ANCHORSi I' YM. --
<br />HIM
<br />tt e1,i4TeuaDru Tlx aaEw a
<br />{SEE SCHEDULE ON (SEE SCHEDLII.E ON
<br />SHEET Ii) SHEET tf) \ `.VINNER
<br />r^.
<br />3 ti * � as Ma. W MIT
<br />jj�+ E� 1/2• !
<br />1 ,
<br />! f . 1/4'
<br />:.___.
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<br />NOTE FOR COMBINATION OF =*: 67 FI.ORIDA BUILDING CODE n High VoloG i(urAcana ZOm
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<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D.
<br />TOP &BOTTOM MOUNTINGS CAN BE 1 R RATWO .9#. D PANEL GTFHS S & °tea TLTEIXR, ele 2A Y F.P.
<br />DESIGN PRESSURE TW AN LEN GAGE GALVANIZED STEEL STORM PAVER
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<br />MEMBERS TO BE SOUTHERN FINE No 2, W/ SPEC RFlC �4. -•.•••• 1L EC� INe. EAL PROTECTION PRODUCT$, LAC. from
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