|
WALL AND FLOOR MOUNTINQ INSTALLATION FOR
<br />SPLIT PANELS
<br />CrIvIr
<br />nN, txx, * wnw)
<br />T- WALKI"
<br />NUT.
<br />upco"
<br />I' X/ , Ile
<br />INTO
<br />4 OR *KXR
<br />awl/2'
<br />E-D.-4,
<br />IE?
<br />117 IT
<br />Y 10
<br />I
<br />PAM
<br />I I __j
<br />W R
<br />3 chpw&
<br />RETAIL 2
<br />MULLION SCHEDULE
<br />ma. LLION
<br />REwm w.
<br />SPAN (ft.)
<br />Tuor MILLION -
<br />4 4'-Sr
<br />2' 4' 1/8'
<br />v-a- To 5'-4- 2" 4" 1/9"
<br />P.I.
<br />;I, W-V To s'-Io' 2': 5.*
<br />> W-11), To B'_o' 2' 5, I/r
<br />V�V FOR AS.$ 0 *N PRESSLIRE RATING
<br />2. p�.
<br />.tFo_
<br />Myt To law
<br />SECTION 1
<br />SCALE 3/6-1-
<br />TOP OR BOTTOM Or OPENING.
<br />NOTE; BE W W�O STORM FANELS ON TOP
<br />THAT IT IS T SoTrao
<br />BUILD-0UT IMOUNTING
<br />INSTALLATION - ALTERNAnvE i
<br />INSTALLATION MMMUVE
<br />SCALL. Ile - 1*
<br />7 If 19r-
<br />v-1KNOM.
<br />.9-
<br />NXe$tt, pm
<br />pi"T.-Irlaw-w );N=w_1vIj r_j I Vj �WA,r
<br />p""k. ;.;,"
<br />NOTES
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 p.s.f. AND PANEL'S LENGTH UP TO W-S".
<br />2. FOR NEW WOOD FRAME CONSTR6,CMN: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />CONCRETE AW-40RS
<br />(SEE SCKEDKILE ON--\\
<br />SHEET 14)
<br />_j
<br />11 Ile mw,
<br />(m OTT. Ip
<br />CONCRETE ANcom
<br />(SEE SCHEDULE DN--\
<br />spw 1.)
<br />pouRED CoNcam
<br />6
<br />.12 Ilr o.c.
<br />NCHINE
<br />CONCRETE ANCHORS
<br />(SEE SCHEMAX ON
<br />SHEET 14)
<br />Poum oDN:RETE
<br />sLo
<br />0-1. "OK"'B" --j
<br />CONCRETE ANCHOFS
<br />(SET sadmu
<br />WALL MOUNTING INSTALLAT WALL AND nro"MOURTING INUALLABO
<br />SECTION I SCALE, 3/8' - I' - SLOON SCAM� 31ir I"
<br />MM ON
<br />V LIFE SAFETY STORM PANEL CAIN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PAWL)
<br />OR AS AN INTERIOR PANEL (ANTY PANEL LOCATION IN BETWEEN END PANELS)
<br />UFE SAFETY PANELS WAY OR MAY NOT BE INSTALLED A014CEM TO REGULAR PANELS
<br />Cw/ OR WIO REGLXAR TRAOM)
<br />2. LIFE PANEL CONSISTS OF OFO39" GALVANIZED STEEL STORM PANEL AS
<br />PER S`w 2 OF DRAWING.
<br />��
<br />TH3 TTSW TO BE REMOVED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE.
<br />J. UFE SAJ�UY P REQUIRES TOP TRACK TO BE COMPONENT 0 & BOTTOM TRACK TO
<br />BEG A THIS DRAWING.
<br />S
<br />I �511'1711L
<br />ITT,
<br />��Ly B 0 FLOOR MOUNTED FOLLOWING SECTIONS 1
<br />141
<br />6
<br />2 AS IS& 2 ON SHEET 14�
<br />�zjk� . V
<br />4. min. L04CTK I. S*�
<br />GO t.
<br />Max. ANCHOR 10MIM. ONEK7 Q>ANCHORAGE AT WrOM IS GIVEN ON
<br />SCHEDULES J& Z SHEET 14.
<br />COMPONENT MAY BE PERMANENT OR REMOVABLE-
<br />s
<br />os
<br />5 SEE DUALS FOR INSIALIATION INTO WOOD FRAME BULDINGS ON SHEET 15.
<br />0
<br />6. S SHUT 4 FOR DEIAIL APPLICABLE TO THE NECM(TY FOR IKE INSTAL.LATION OF
<br />esi
<br />SPACERS AT TRACKS INSTALLED ADLIACENT AND SIMNO TO STU=/*ODO RANDS.
<br />AEMQN Y-Y
<br />SCALE 1/4--1-
<br />Kf
<br />SPLIT STORM PANE� UIYAM
<br />aw-
<br />SCALE I/N`-I"
<br />CEIIIJUG FIDOR MOUN17ING WALL A IFLOOR IWOU
<br />IMALLATION - ALTERNATIVE INSTALLATMS - ALTERNATIVE SW
<br />(SECTION AT TOP IS UNITED TO +55.5-67.0 MAX� 1/4- - I-
<br />A.S.D. DESIGN PRESSURE RATING)
<br />SC"t Ile T*
<br />KIM
<br />FLOOR M0UIM!f1NG
<br />INSTALLATIOIN - SECTIION
<br />SCALE Ile V
<br />all
<br />ix
<br />man-
<br />01 iialmotAmamon
<br />L-PIA
<br />2A 2VA -3/4 OR 4/41 1*',
<br />2�
<br />IW/15
<br />-J ON LIFE SAFETY FANEL I --
<br />AREA W/N0 M SAFETY PANELS
<br />WCoM NOTE IBELOW)
<br />LAST PANa BE WALLED A$
<br />OPT19N #1 FOR LIEE S4FETY
<br />ST9HR
<br />D".
<br />LIFE SAFETY PANEL OPENING SHALL
<br />ALM BE MNE'A
<br />Z_
<br />PANELM &
<br />CIA
<br />IF 16a
<br />TO BE R�= 1.
<br />ELEVATION
<br />OF STRLCtURE.
<br />SCALE 3/32"- 1
<br />w
<br />21�
<br />SECTION 8-1
<br />SCALE 3/32'-1'
<br />MAXIMUM A.S.O. Migh PELMHURONQ AND CQRKSeQNQING
<br />MAXIMUM PANEL LENGTH N`L" SCHEDULE
<br />MAXIMOM ks&
<br />';:1&'
<br />To
<br />CONDITION
<br />rA.'D*j 1M
<br />.5$A -72,0
<br />7,-s* OR LESS
<br />2 1/4*
<br />LwwTw
<br />I TIM 5 & 7
<br />+55.5. _724
<br />�7'-en) ar-W M
<br />2 Ole
<br />614900w
<br />I TMW 0 & 7
<br />M.O. -72.0
<br />�6*-,Ir TO 11r M-
<br />I 4/2r
<br />SAW-
<br />a
<br />U. -4"
<br />121t* OR LESS
<br />3 1/2.
<br />IL q a to
<br />- MI= */ 1/4-260- !L& V.S. It WIMBeff At CNIOW MIDLENINN Dr PAREL
<br />IVAUID ONLY FOR PANELS 01& Q INSTALLAWNS AS PER SECTIONS I THRU 7. ON SHEETS 4 Ar 5)
<br />A.S,
<br />DEs"
<br />PRESSM
<br />RATING cpf.)
<br />mAxsem mc*m v�cw FoR ED. - a I/r
<br />APPLICABLE TO
<br />X1.1=41L
<br />or THEM
<br />MAXIMIAI PANEL
<br />LwN V (ILI
<br />TAPCON
<br />OF TAP -GRIP
<br />CkKIN
<br />PANIMANDE to
<br />ptus
<br />w DONORm
<br />ONORM
<br />I I kTOoCK
<br />I`C-
<br />CONCRETE
<br />sioc.
<br />70 CONCRETE
<br />DONCROIE
<br />BLOCK
<br />TO CONCRETE
<br />To
<br />CONCRETE
<br />BLOCK
<br />CONCRETE
<br />Six
<br />S'
<br />/A
<br />IVA
<br />WA
<br />6'
<br />NIAL
<br />a-
<br />WA
<br />NIA
<br />I (tom
<br />57
<br />WA
<br />K/A
<br />4*
<br />ConTrow)
<br />N/A
<br />N/A
<br />MIA
<br />r
<br />NIA
<br />K.
<br />N/A
<br />v
<br />R/A
<br />2 (TOP)
<br />N/A
<br />14/A
<br />N/A
<br />1.
<br />AI/A
<br />S'
<br />N/A
<br />v
<br />N/A
<br />I (gottoLo
<br />+56.5. -7LO
<br />5.
<br />N/A
<br />N/A
<br />WA
<br />WA
<br />N/A
<br />K/A
<br />3 & 4 CtOP)
<br />OR LESS
<br />OR LESS
<br />N/A
<br />N/A
<br />1.
<br />ar
<br />r
<br />S'
<br />S,
<br />Ir
<br />3 (Borrow)
<br />K/.
<br />IVA
<br />/A
<br />r
<br />N/A
<br />1.
<br />N/A
<br />It.
<br />N/A
<br />7 CMFI
<br />NIA
<br />N/A
<br />r
<br />S'
<br />B'*'1
<br />Ir
<br />r
<br />4 ! I (BoTroo
<br />WA
<br />N/A
<br />12 $/2-
<br />6 1/**
<br />12 1/2'
<br />6 1/4�
<br />6 114,
<br />5 (TOPANITRIM)
<br />SEE SHEETS 10 It POR ANCHOft TYK SPACINC FOR INSTALLAITONS KI0 WOOD FRAME SLIMMIL.
<br />MINIM =! SPACINGS AND MINSAIM OKE DWANCE ARE INOICKTO ON INS SCHEDULE MR ILO. LESS
<br />nvm
<br />THE IN ON MONDI BY MLLIOPLYIND VACM SHOWN ON $WiEDJLE BY
<br />FOLUN" FACIDA& MR ION TO BE PC38MLr RED= PAM 06WNCD 014 FACTOR
<br />&ALL NOT BE LESS "A. MINUMM VACWO ROCATIM FOR PIC" MOM ra-K AT ANCHORS VJMW.
<br />No= Tot
<br />1/4",
<br />IlCie
<br />1/411
<br />Ile,
<br />1/4'.
<br />_L/4**+
<br />MI, AMCNIX, sm" 01)
<br />3
<br />In
<br />t- 0.)
<br />1
<br />3,/2
<br />=7
<br />3"2
<br />"7
<br />3 1
<br />AWALIA
<br />rA"
<br />....... -1
<br />yrEN S�*-.IIA ri ADITIA AIIII n1kin r� fUt W��
<br />NOL
<br />%
<br />167
<br />OF,
<br />ILTEDIX Xa
<br />11LIEC0.111c.
<br />20 WE GALVANIZED STEEL STORM PAWEL6
<br />Flk
<br />DRAWN w.,
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />am
<br />DAW. It- =1.
<br />Pt**4(954)5S97W, FAX4, (W)SIM-KIIII
<br />2G- 176
<br />SHEET It OF U
<br />LID. s/s, I" BRASS w/ INUALLATION
<br />DETAILS EQR KOLAR PANELS(i)
<br />A (2
<br />'�4'
<br />A *#-2ow $5. k.- & 6 1/4- FOR
<br />PANEL LENGTHS UP TO V--Q* AND It 1/4* D.C.
<br />FOR wam w TO r-w m- OR Vvo
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />PAMELMKIE am" III OR, FANEUAnE a
<br />I'm 7HW
<br />12 1 " r en" I I/F`CR ALI UDSTWHS IV
<br />WAM
<br />7'
<br />W:D
<br />fd�
<br />De
<br />ED
<br />ED
<br />L
<br />KOW HEADER
<br />"gaum
<br />w0W REAMIR
<br />fflub"D
<br />ALTERKAM 1w
<br />2W
<br />SCALE a/A. I`
<br />SEE SCHEDOLE ON SHEET 0 1
<br />FOR SEPARATION
<br />SEE SCHED=
<br />ON SHEET 8
<br />� I
<br />To at.=
<br />FOR Mi.
<br />SEPARATION
<br />TO MASS.
<br />'12 7.
<br />EQ
<br />ED
<br />E�I
<br />EQ
<br />7,
<br />I
<br />OR
<br />EIL
<br />E v
<br />I_ I EQ
<br />,
<br />Eo
<br />'
<br />'io'
<br />I 11�
<br />a: L /e O.C.
<br />UPS
<br />E,
<br />\
<br />UNWHIS up to s-4* AND 6
<br />.1111
<br />4
<br />'/' 111, FO* UOKAIs to To B'S' m_
<br />OR #t4-10 PN41MRTE FDANLE ID OR
<br />PARaWTE PLIS a 12 I/r a. c wnN I
<br />saw" III
<br />THINAM
<br />ALTERNATM M
<br />ALTERMTM AW
<br />"Ir Ift, THRIADED PENETRATION A7
<br />ON OF EXISTING WOOD PLATE IN
<br />2'14 PLVE
<br />SCALE 3/8-1-
<br />SCAUE 3/8-1-
<br />ALL Lewris to To W-4r mm
<br />DIRECT UhMbj9,jy3jAL"N BUILD-0
<br />s *u
<br />Nimos
<br />CQugff%%N4WO
<br />NOTE SHUTTER TRACKS
<br />MT SHE M-os
<br />OWN FOR CLARW
<br />SCALE 3/8-1-
<br />SCALE 3/8-1-
<br />1. INSTALIikTIONS; ARE ONLY VAUD FOR BUILDINGS W" A.S.D. DESIGN LOADS
<br />UP TO +55�5, -72.0 PSF AND PANa!S LENGTH UP TO 8'
<br />FLORIDA
<br />BUILDING CODE (I*gh Volotify Nu
<br />cons Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCWN: WOOD MEMBERS TO BE SOUTHERN
<br />NO.
<br />.2= INC.
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />owm ft
<br />S, Of
<br />GLOBAL PROTECTION PRODUCTS. I.I.C.
<br />4600 $^ 51 STREIT
<br />POST n_ 33314
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />'ENMROWN
<br />"::==
<br />MIN, *K. 16tjt': . .
<br />P"Dw. (W)MIR-760, FAX(1104)IS"M
<br />20-176
<br />COMBI14ED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />i x
<br />OUR --ow
<br />cA-Qwplv
<br />m1i 2". Win,
<br />IFM91 It
<br />STUDS a EVER
<br />V02 QVoWLc'
<br />PAM
<br />51W Mk, (CASE 1)
<br />r w. (CASE II)
<br />Q q DIT1 "1 3401 (OW
<br />Me I"MIM9.1m. MIT11111
<br />MAXIMLAA A.S.D.
<br />uICSION
<br />prustow
<br />PATIND LIA
<br />IAPCON
<br />or %%P-cw
<br />ou-11I
<br />PANDJAVE FINKLE ID
<br />I'Lus
<br />SECTKINS a
<br />*F THIN
<br />MAXIMW
<br />w&rN v (ft)
<br />I.
<br />CONCRETE
<br />sim
<br />TO
<br />coNCREIE
<br />To
<br />'oM GRUE
<br />To
<br />oomcitm
<br />To
<br />coNCRETE
<br />BLOCK
<br />To
<br />CONCRETE
<br />To
<br />BLOCK
<br />A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />r
<br />NIA
<br />N/A
<br />I & 2 (TOP)
<br />+".c� - 77.0
<br />I isorw
<br />51-61 on I=
<br />.55.0 -72.0
<br />N
<br />N/A
<br />I/A
<br />I-
<br />I/A
<br />I-
<br />N/A
<br />N/A
<br />I & 2 CTOP)
<br />TO 7'-6*
<br />9'
<br />5'
<br />0-
<br />7 1/2;'
<br />9
<br />o
<br />I (wrrom)
<br />+55b -72.0
<br />61
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />I SIX 2 MP)
<br />71-r TO w_S*
<br />4'
<br />1 (BOTTOM)
<br />AM"" A"�
<br />DEMON
<br />pwmn
<br />MMLIII�f
<br />�a I ISRO III wr w. mm Top or AwL*
<br />I ism a r m. It" w OF maO
<br />APPLICABLE TO
<br />SE &I
<br />urf CO
<br />OF TIAEM
<br />nr_LtAllt�
<br />(L
<br />TAPCON CALK
<br />I 0=1E,
<br />MS. 9z' -
<br />w
<br />+49�2 -51.5
<br />3'
<br />4 1/2'
<br />z (Eorrrom)
<br />r-e OR Lm
<br />+52A
<br />3" 3"
<br />4 4'
<br />2 (WTTOM)
<br />7-6 LESS
<br />OR
<br />+55�O -77 0
<br />2 1/2.
<br />e 1 3 1/2*
<br />2 (BOTTOM)
<br />r--V OR LESS
<br />+554 -72.0
<br />2 1/2' 2 1/2'
<br />1 N/A N/A
<br />2 (BOTTOM)
<br />>7'-O' TO W-o'l
<br />1*55.0 -72,Dj
<br />N/A
<br />P7,-,G- TO 8--s-
<br />ALTERNATE
<br />LOCATION
<br />END PANM
<br />AT
<br />-INTEFOOR PANEL -JEND PANM
<br />1/4' Iii SEE III IN
<br />';� SCHEDULE 4) - I
<br />�-3-� #2 FOR - #2 FOR -5--
<br />M MCHOR M-ANIC1400
<br />SPACING
<br />SPACING
<br />-"-r MI_
<br />DETAIL 2 : ELNE-MUNTINg. INSTALLATIM (APPUCABLE TO SCHEDULE 2)
<br />SCALE.. 3/Ir - I,
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATINQ (12,31) AND CORRESP-ONDIN
<br />MAXIMUM EANEL LENGTH -L" MEN
<br />6-1.) 1 I'M C
<br />I
<br />a 3/4-
<br />SEE SHIST 16 FOR ANCHORS TOE k $PACMO MR INSIALLATIOMIL RM WOW FRAME 01"NO,
<br />W"IM 940" SAACINOS *0 MINIMUM EDGE DWANOE ARE INDICKIII0 ON THIS WHEDUV_ FOR
<br />ED, LESS THAN INONAM ON "EmE Rmxu ANCHOR SPACING By MLILTIPLYINct SPACING
<br />SHOWN` of SCHMa SY THE FOLLOWING FACTORS. FOR INS OPERATION TO BE POSSIBLE.
<br />PZDU= SPACING GRAft-D tW4 FACTOR SHALI. NOT HE LESS THAN MWMLIM SPACING
<br />INDICKIED FOR EACM ANCHOR TYPE AT ANDKIRS LEGEND
<br />Tot
<br />f1r.
<br />I Ile.
<br />I Ile.
<br />Ile.
<br />_1,�4�;
<br />w. ANow spAo"'; w
<br />3
<br />1�uxw_ *�)
<br />3
<br />3
<br />1
<br />3
<br />0A -4 IC-_ 0.)
<br />3
<br />a
<br />1�3
<br />'/1
<br />1 3'.
<br />AMA IMIL OM NO
<br />"Anon
<br />L
<br />IVAM ONLY FOR PANIELS
<br />AS PM SECTIONS I THRU 10. ON SHEETS 4. 5
<br />MAXIMIN AWDIONS SPACING FOR ED. - 3 11r
<br />A.&MIAKONESIGN
<br />TAPCCN
<br />OF TAP-GRP
<br />mx-m
<br />PANEIMATE FEMALE ID
<br />PANEUNIXTE ILus
<br />SET
<br />APPLICABLE To
<br />SECTIONS If &
<br />MAXIMUM PANEL
<br />PRESSURE
<br />RAIM
<br />(w-)
<br />To co"cRm
<br />To
<br />CONCRETE
<br />BLOCK
<br />To
<br />TO
<br />CONCRETE
<br />I1LCCK
<br />M CONCRETE
<br />To
<br />CONCRETE
<br />at=
<br />To OONmETE
<br />To
<br />CONCRETE
<br />BLOCK
<br />To mcRETE
<br />To
<br />cONCRUE:
<br />BLOCK
<br />AW COMBINATION
<br />or THEM
<br />LENGTH v (n.)
<br />v
<br />N/A
<br />N/A
<br />Nlk
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />1 (w)
<br />61
<br />e
<br />N/A
<br />N/A
<br />N/A
<br />____
<br />N/A
<br />-
<br />I (smom)
<br />1.
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />1.
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />61
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />S"
<br />N/A
<br />1.
<br />N/A
<br />N/A
<br />NIA
<br />2 (BOTTOM)
<br />ILS5.5. _?zO
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />1.
<br />'A
<br />3 & 4 (TOP)
<br />>7'-5- TO g-r
<br />OR LESS
<br />6.
<br />e
<br />N/A
<br />N/A
<br />IS.
<br />S'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />a'
<br />N/A
<br />N/A
<br />NIA
<br />6.
<br />N/A
<br />c
<br />N/A
<br />6'
<br />NIA
<br />N/A
<br />N/A
<br />7 crop)
<br />e
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM
<br />N/A
<br />N/A
<br />12 1/2'
<br />6 I/e
<br />12 1/2-
<br />4 Ile
<br />a 1/4*
<br />6 Ile
<br />6 Ile
<br />6 1/4-
<br />MIA
<br />N/A
<br />5 (TOP/aMOW)
<br />+50.0, -53.3
<br />N/A
<br />N/A
<br />12 1/2*
<br />6 1/4'
<br />12 1/2'
<br />6 1/e
<br />1 Ile
<br />6 Ile
<br />8 Ile
<br />6 Ile
<br />N/A
<br />H/A
<br />6 (TOP/BOTTOM)
<br />>8'-e To 112'
<br />+55mO, -72*0
<br />N/A
<br />N/A
<br />6 1/4"
<br />N/A
<br />-
<br />6 1/4
<br />NIA
<br />6 Ile
<br />6 1/4
<br />6 1/4
<br />6 1/4,
<br />N/A
<br />-
<br />NIA
<br />6 CTOP/BMOM)
<br />>S' -8' To 11 *-2'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4,
<br />6 1/4'
<br />6 1/4
<br />6 1/4'
<br />8. 9. 10 (top)
<br />+43.8. -48.0
<br />4
<br />N/.
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />1.
<br />a,
<br />6 1/e
<br />- -
<br />6 1/4.
<br />-
<br />a (BOTTOM)
<br />- - f
<br />12'-4 OR LESS
<br />OR
<br />N/A
<br />-
<br />14/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6-
<br />6-
<br />6 1/4-
<br />6 1/4'
<br />9 (EXITTOM)
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />SEE SHBU ID. 11 AND 12 FDA ANCHORS TYPE k SPACING MR INSTALIAMM INTO WODD FIVINNE
<br />MINIMUM ANCHOR $PACAGS AND MINIMIMA EDGE DWAKCE ARE 01DICATED ON TtM SCHMARE FOR ED. LESS
<br />THAN SCHEOLAZ REINICE ANCHOR SPACING SY MMTftydQ SPACING SHOWN ON SCHEDULE By
<br />INDNATED ON
<br />THE FDU.OWING FACTM MR rAS OPERATION TO BE POSSOLL ROMED SWW DOW= USING FACTOR
<br />%IALL NOT SE LEM THAN MM" SPACK INDICATED MR rA" ANCHOR TYPE AT ANows Lem".
<br />ANIONIORM
<br />le
<br />iles
<br />Ile*
<br />i/e.
<br />i/eX
<br />__jles
<br />WCOM
<br />- aw
<br />+=
<br />-
<br />_D4N
<br />SOLID -W
<br />M. ANCHOR WAOING 010
<br />3
<br />_/2
<br />a
<br />3 1/2 1
<br />31/2
<br />1 4
<br />31/2
<br />A=ft FA OM *I
<br />IF 4.0
<br />T a ft
<br />2 1127
<br />SEE SCHINRALE ON
<br />SHEET 6
<br />FM MI. sovRATION
<br />To CLASS,
<br />LEW
<br />rE 1) 7
<br />re IND
<br />L --4*'* LAL SCREWS
<br />A
<br />V.-l- A\ fl AT MtDWWH OF PLA7E
<br />DIRECT EMP
<br />SM INZAII JAM
<br />ALTERNATIVE DW MUT MOUNT G INSTALLATION
<br />SCALE 3/8-1. 'All TMERIN, ATHIV?Ey MI
<br />SCALE 3/8-'-
<br />NOTES
<br />1. 11MAIA-ATIONS FOR ALTERNATKS OW, SW & I OW ONLY VAUD FOR
<br />&D ES -48.0 P.s.f. AND
<br />PANECS LENGTH Up To 12 1 -e
<br />BUILDINGS WMJ AS - D *N LOADS UP 70 +43.8�
<br />FIR
<br />2. FOR NEW WOOD _AME CONSTRUCTION: WOOD MEMBERS TO BE SDUTHERN
<br />DENSITY OF 0.55 OR EQUAL
<br />PINE NO. 2� W/ SPECIFIC
<br />TOP & BOTTOM MOUNTINM CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />WSTALLATION�
<br />Ma. PAT
<br />(Sa
<br />8, '111't 111,111111V
<br />INSIAUADON DETAILS
<br />FOR OPTION I FOR
<br />UFE SAFE77Y STORM PANEL
<br />SYSTEM
<br />INIQ EXISTING WOQD
<br />9RUCTURES
<br />TO
<br />\ ,
<br />A
<br />E.
<br />OR ED[_
<br />71
<br />Rutlum
<br />EQ
<br />SE
<br />z
<br />L
<br />VMS""
<br />I= 0 12 1/1 *t-
<br />ALTERNATIVE
<br />ALTERNATIVE 2
<br />19FA;
<br />-1/4-1.1-
<br />SC
<br />ON SKEET 4
<br />FOR Ml�
<br />I --(D
<br />SEPAItATON
<br />TO CLAS&
<br />11�
<br />I
<br />EO
<br />Ea
<br />EQ
<br />I
<br />WOO RATE
<br />7
<br />ALTERNATIVE 3
<br />ALTERNATIVE
<br />F"um
<br />I Ilr
<br />gn
<br />X
<br />'"w/
<br />SA
<br />IIIIL_
<br />PIRIELIAKIE FDA" to OR
<br />E WOOD FRAME CONDITIONS
<br />& ANCHOR LOCATION
<br />PNETRATo" to
<br />;=PLUS III r Mtxa�&r.
<br />3/0' . I*
<br />low swom TRAIDAS NOT sHo" KR
<br />CLINITY
<br />WAU
<br />MOUNTING INEALLAI10
<br />N, TIQ7
<br />ALTERNATIVE
<br />1
<br />0
<br />saMaD
<br />P c"%.
<br />pENS,
<br />FLORIDA BUILDING CODE (149h VotocIffy Hur oano Zone)
<br />wom�
<br />1xilm
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />ows" wit.
<br />1. INSTALLATIONS ARE ONLY VALID MR WILDINCS WITH "V DESIGN LOADS UP
<br />+55.5.-72.o Pol AM PANM:S LENGTH up TO
<br />To
<br />j: OF
<br />11LIEC0.7
<br />GLOBAL PROTECTION PRODUCTS. I.I.C.
<br />07/1,14020
<br />FOR NEW WOOD WOOD MEMBERS TO BE SOUTHERN
<br />pw N� 2. *1 or O_" OR EQLAL_
<br />C.
<br />iav a � -ANY
<br />&I STREET
<br />ORISE, ILL. =14
<br />20-176
<br />ow
<br />pom. (o5t)NII-7545. FAIL 060646-11707
<br />ps-
<br />CA -WWI;
<br />won, Is w
<br />(3)
<br />(3)
<br />c-
<br />cf)
<br />-
<br />M
<br />>
<br />0
<br />(D
<br />0
<br />0
<br />'En
<br />cu
<br />-0
<br />(D
<br />(D
<br />=3
<br />-0
<br />0
<br />Q
<br />-cu
<br />-0
<br />cn
<br />-0
<br />0
<br />0
<br />a)
<br />M
<br />=
<br />0
<br />0
<br />- -
<br />-$
<br />cu
<br />LL
<br />Li.-
<br />0
<br />>
<br />w
<br />D
<br />-0
<br />(3)
<br />cn
<br />E
<br />"
<br />0
<br />-4-01
<br />cu
<br />0
<br />co
<br />12
<br />I
<br />w
<br />j
<br />ce)
<br />C) IN
<br />m ><
<br />LL a
<br />0
<br />c:
<br />ou
<br />_f-_
<br />ca
<br /><
<br />>
<br />M
<br />c:
<br />0 0
<br />o
<br />ui
<br />> >
<br />cn
<br />cr)
<br />OF
<br />U)
<br />CD
<br />cu
<br />Lu
<br /><
<br />z
<br />z
<br /><
<br />SHEET NO.
<br />SH 1.1
<br />
|