|
sm 1. � . .
<br />. SIM 4
<br />WALL AND
<br />ELOOR
<br />MOUNTINQ
<br />INSIAWTIQN, FQR
<br />"CE
<br />.c1d1w" w
<br />MIT PANELS
<br />1.4
<br />F
<br />og�'
<br />T
<br />iklam
<br />01/4. TAU Kill
<br />WARAP &
<br />I . . .... ..... . . . . . . ....
<br />EDGE OF Ma
<br />C
<br />IF
<br />GROOT
<br />4 fir
<br />41
<br />mm
<br />l'y
<br />SCAM 1/4
<br />10-
<br />V11w, 'r
<br />�( �Af 17
<br />Off a 11,
<br />IML OAK""
<br />11011.1alm !;l!mmLH_p
<br />No. MULLION
<br />SPAN (R)
<br />TUSE MULL04 -
<br />4 v-s-
<br />2* . 3. 118'
<br />I ,am 1 0 9)
<br />�wg&-..WL > 4,-r To W-fv 2" 4* . 1,19"
<br />Pt -
<br />> S'Ar To r_Iw
<br />ir-10, TO s'-w r 6'. I/e
<br />PRESSUPEPAING
<br />0 72
<br />onLYw
<br />alUkILUM A
<br />SCALE 3/8-l'
<br />NOTE WUUJON CAN AM K AgIALL%n/O STORM PAN" ON TOP
<br />OR BOTTOM SO IXAT IT = AT TOP -- --
<br />(ONE PAta OPENM W/ WK TOP & somw
<br />AK-M��Soft=
<br />.Nw
<br />wxuo- me, - Cox BULuiP, scavAso-4-
<br />1w
<br />RIO-=M PANEL OVA=
<br />SCALE I/r I'
<br />2
<br />I 9&LAIIQN
<br />DENU FOR REGULAR
<br />INIQ EXISTING WOOD STR!ICTURE5
<br />EANELS(I
<br />T,
<br />0' ..X=A/
<br />17,
<br />_0J
<br />sm OPKIP"
<br />'41%.Kow
<br />V awm&
<br />WALL 92UN11
<br />RWA"MON
<br />L
<br />- ALTEUMM SW
<br />BUILD== Moom
<br />IMAUAM -
<br />ALURIAMEAW
<br />"%'"a
<br />WAZ� Ile - I-
<br />f1clum At FLOOR m9mme WALL ELOOR
<br />MOUNTIH
<br />WALL MOUNTI
<br />INSMAM - ALTERNATnot Aw INSTALLATIONS - AMNAXIVE
<br />tSECOON AT TOP IS LIMITED TO +55,5-67,0 MAX SCALk 1/4' - I*
<br />DEWN PR�ESU5 PATBRO)
<br />Soul: 1I.
<br />X. T14
<br />11151WAAM - sum
<br />SCALE 1/4* - I'
<br />1. INSTALLATIONS ME QNR_Y VAUD FOR BUILDINGS WITH A.S.D. DESIGN
<br />TO
<br />LOADS
<br />.........
<br />UP +5&5� -72.0 P PAN.!E�S
<br />�
<br />GTHDIXP To
<br />FLORIDA IML01140 CODE quh
<br />vatu HU ne Zone),
<br />C:,s4,,AND
<br />UCTION
<br />2. FOR NEW WOOD FRAME D MEM tS TO BE SOUTHERN
<br />PINE NO� 2� W/ SPECIFIC MNS" OF 0,55 OR EQUAL.
<br />W 4167 S
<br />20 GAGE GALVANIZED STEEL STORM PANEL PA.
<br />DRAW Sri,.
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />GLOBAL PROTECTION PRODUCTS, UC 'WF-
<br />/TIIL-ECO so, 51 IFIRMIT
<br />COMBINED 114 ANY WAY TO SUIT ANY
<br />i," .
<br />agUenik - U44XIIO-�
<br />20-176
<br />INSTALLATION.
<br />mb� U-1
<br />WOW N�
<br />SURE� MBNG AND C9RftE3P_QNQ1RQ
<br />mamum EMEL LOOM
<br />ft"m ONLY I'm ACN4 AS PER SECDONS I IHRU 10. ON SHEEFS 4� 5 A, 6)
<br />"A AS."
<br />Er Ir
<br />aM
<br />-7- 'e-V " U= vir WiNgIm
<br />I nious -f
<br />- ---I-
<br />'?'-o"TO W-e m- 23/4. UNNOM
<br />.55A -MO V-e To M- 2 112' loop
<br />6
<br />.4U, -4&0 12"-e OR LESS 3 sir ,DL
<br />ow.mi-
<br />t 'o'0
<br />- SOLVED eABNOT 0 WOW & www" W pma-
<br />MAXIM A.&D.
<br />DEUGH PSEMURE UnHO (a-m-fm) AND MHEMON902
<br />ULM SIQRM PANW CI) A I&
<br />MAXIMUM ANQUOR
<br />01MUATIM
<br />WICIIINLY FOR PANUSO& 0 0WALLAIIINIOS AS PER SWAINIS I TWO 7, ON SHMS 4 & 5)
<br />IOUAAM VKHORS VA&M FOR F.D. .3 llr
<br />MIIN WOW
<br />of 'AR-Olip mx-w nwE 0 1 MOMAN pm4a
<br />'6-
<br />TO .
<br />TO ANY CMWMT4N uviani v (Iv)
<br />TO COMICREWE CONCRETE to CONCKX CONCRETE OF TAM
<br />I TO C04AM 0ONCRm
<br />0==-
<br />ILOOK
<br />SIM
<br />I'AA
<br />A /A V N/A e-
<br />00 1 Clap)
<br />NIAL
<br />NVA fr N/A
<br />-WA w
<br />N/A om
<br />N/A
<br />J:�
<br />WA NIA r NAX '/. v
<br />/A Soino,
<br />�553' -72.0 r
<br />"A 9/4
<br />_2�
<br />/4
<br />N1 4 3 A 4 NP) I'-&' OR LESS
<br />OR LESS
<br />4.
<br />�__l
<br />N/A
<br />1;1*1_�-111 67 N/A 1. NA
<br />7 Dam
<br />a 1/4* a I/* -
<br />WE "ITS 10 At I MR Vam Tom At SRACM fok mmovulois INTO saw mom sguim
<br />0"" mom W%"Aig Am mosim DDOE INSIANCE ARE wwo ON " W"AL fift CO. U34;
<br />% "U"m -4 WHEOU0, ='&'vp"'- SEA. sm" " Scama '
<br />It 1`0140INNO fACTIVIE FM " ED WAOM OW-MM USBC; F*:m
<br />MALL NOT BE LISS TW MMMM SA11CONI INDIMalb FOR t" ANOKA t1ft AT ANDHONS UXLEND,
<br />ANCHOR Tft
<br />Al AND" sloaft 0-1) 3 3
<br />2,12 3
<br />ANN"'Ai (K) 3 1
<br />N"
<br />1 3'/A
<br />Z OW-1. "'N*
<br />DEL E.
<br />So
<br />FLORIDA BUILDING CODE (High jot!!!f y Hu
<br />L_
<br />cane Zan*)
<br />No. 167
<br />_*cJ
<br />ANIX TOM 44
<br />_A� t
<br />20 GAGE GALVANIZED STEEL STORM PANEL a
<br />ova 0,
<br />S, s OF(�' �.'i �s
<br />11LIECOmic. GLOBAL PROTECtION PRwwm, LLC.
<br />1,10g,
<br />%
<br />OWIL. n.
<br />PNO10 (04)MM-Mid FM (04"�
<br />!A 1P
<br />w=.wir
<br />�4 .7 jkVI
<br />mom-ININ-Immom
<br />1/4 w Um BRASS "04FIVI INSIALLABON
<br />WAILS EQR REQU
<br />(1)
<br />1/4�_W� " 0 a I/r ". C4
<br />PANEL LOWNS VP To a. -W AND 5 t/4* OX,
<br />INIQ
<br />EXISTING . MOO STRUOURE5
<br />"r 0. C. wm I :Ve,
<br />ir-V IAN,
<br />D* M`
<br />W Sft-ft
<br />/
<br />_71,
<br />!nr�'Fl* Am
<br />ki
<br />t
<br />ALIM% I
<br />ALUSNAM-M
<br />_L_Jj
<br />WALL 3/8-1*
<br />SM SCHEDULE
<br />scilmout ON spim a
<br />WN, SEPANicm
<br />TO awls.
<br />SIPARK004
<br />To OLASS.
<br />I
<br />0,2
<br />Ear-
<br />EQ
<br />L
<br />OQ
<br />L V4, LOL I A/w LOW skoss susmo,
<br />0 1/41 O_�
<br />i 1
<br />D
<br />Ima wOxmis Lop To �0' Mo 6
<br />FOR 5
<br />V\
<br />114, me, FOR Um" 10 To sr-e m-
<br />oo 014-10 PARRAWE MWE 0 OR
<br />17't
<br />2W KM I
<br />0 Mom OF PLATIL
<br />mxw�% Aw
<br />AW
<br />Almw
<br />SCALE A/D.1,
<br />AU. LESOTHO UP TO N-ir M_
<br />DIRECT MQ &,AM Im
<br />0 1%
<br />INSTALLATION
<br />rON091WT1QNS5T'AWW0H0D
<br />NOTE SHUFTEIZ TR4Cn
<br />911 LWAMNS
<br />NUT SNOVIN FOR C . LARITY
<br />ALTMAM
<br />'A".
<br />2N
<br />SOkE 3/8*1-
<br />0alliffoaq
<br />p,. Tftj;;"�
<br />1, NSTA44AMNS ARE ONLY VAUJO FOR BUILDINGS VOTH AS,D, DMN LOADS
<br />�5v ""EX
<br />FLORIDA
<br />UP TO +S!5,5, -72.0 PSF AND FANWS LENGTH UP TO
<br />2� FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHER14
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL
<br />gv.-e'�rj
<br />Cam I"m 041
<br />BUILDING CODE (High Velocity NO
<br />20 "GE GALVANIZED STEEL STORIA PANEL
<br />Cane Zan*)
<br />F.P.
<br />/'_Tj
<br />GLOBAL PROTECTION PRODUCTS, 11C.
<br />X RL V10't
<br />�0
<br />4W 6t BRIM
<br />AM,
<br />TOP & BOTTOM MOUNTMOS fm
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />, Wi*
<br />�m
<br />41.
<br />n� 33314
<br />R-OND VAX (010000-4717
<br />20-176
<br />DKI.M
<br />iNSTALLAVON.
<br />CA -COW 0
<br />I I I
<br />I .'
<br />owl, wa
<br />(VAUD ONLY FOR
<br />AS PER BE"" 1 THRU 10. ON SHEETS 4. 5 & 6)
<br />Now
<br />wxwu mom Spxxom FOR Em - 3 I/r -
<br />&S& OEM
<br />TAPCON
<br />OF -Tm-cw
<br />mx_A
<br />1 PMELAXIE MIALL 10
<br />1 PAWLAIARE PLUS
<br />S" %r
<br />AFFI-rQu To
<br />SM101% # A
<br />WAXIMOM PANEL
<br />PRESSURE
<br />RA71W.
<br />To
<br />TO ODWIRM tomoom
<br />Bum
<br />TO CONCASTE
<br />10
<br />CaRigom
<br />sU)Cx
<br />1"
<br />TO 0ow" CONCRETE
<br />I &=
<br />AD OONCWTE
<br />70
<br />CONCRM
<br />BLOCK
<br />TO CONCRETE
<br />TO
<br />CONCAM
<br />OEM
<br />70 CONCRETE
<br />TO
<br />CONCRETE
<br />SOON
<br />ANY =4101601014
<br />OF INGLA
<br />Loom v (ft.)
<br />1. N/A
<br />N/A
<br />N/A
<br />1. N/A
<br />6.
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />1 (w)
<br />/A
<br />/7
<br />6
<br />6*
<br />/A
<br />NIA
<br />(SOTTOM)
<br />6. N/A
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />NIA
<br />N/A
<br />NA
<br />2 (TOP)
<br />N/A
<br />N/A
<br />NIA
<br />1. N/A
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />2 (SOITOM)
<br />k5b.s. -1ZO
<br />N/A
<br />WA
<br />N/A
<br />1. N/A
<br />N/A
<br />1.
<br />N/A
<br />N/A
<br />NIA
<br />3 Ai 4 (TOP)
<br />TO 8�8"
<br />OR LESS
<br />'V
<br />N/A
<br />NIA
<br />s'
<br />fi*
<br />6*
<br />r
<br />Ir
<br />N/A
<br />N/A
<br />3 iBQTTQ-)
<br />N/A
<br />6-
<br />N/A
<br />v
<br />N/A
<br />N/A
<br />N/A
<br />7 (w)
<br />A-
<br />N/A
<br />�!/A
<br />N/A
<br />1. 1.
<br />1.
<br />a,
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A N/A
<br />12 1/2-
<br />61/4-
<br />121/2- 6 1/4-
<br />6 1/4-
<br />6 1/4�
<br />61/4-
<br />a t/e
<br />N/A
<br />N/A
<br />5 mp/80TMM)
<br />+50,0, -W.31
<br />N/A I N/A
<br />12 1/2-
<br />8 1/4'
<br />12 1/2- 6 1/4-
<br />6 1/4-
<br />6 1/4'
<br />6 1/4�
<br />6 111V
<br />N/A
<br />N/A
<br />6 (TOP/BOFFQM)
<br />8--8' To 11'-27
<br />+554, -72,0
<br />N/A N/A
<br />0 Ile
<br />N/A
<br />r 1/4- N/A
<br />8 1/+-
<br />6 1/4-
<br />6 1/4-
<br />6 1/+-
<br />N/A
<br />N/A
<br />6 (TOP/gOTMM)
<br />>V-810 11'-2'
<br />/A N/A
<br />NIA
<br />14/A
<br />6 1/4,
<br />6 1/4*
<br />8 1/4'
<br />6 1/4'
<br />B, S. 11) (TOP)
<br />+43A. -48.0
<br />6. 4'
<br />N/A
<br />_.!/A
<br />, NIA
<br />N/A N41A
<br />N/A
<br />W/A
<br />1.
<br />1. 1
<br />8 1
<br />6 1/4 1
<br />8 1:80TT I ON)
<br />OR LESS
<br />- 4'
<br />N/A±N/A
<br />N/A N/A 1
<br />1.
<br />61
<br />a 1/-V
<br />8 1/4-
<br />(BOTT-)
<br />IV-4' OR LESS
<br />NIA t .1,,
<br />0 A
<br />/A
<br />N/A
<br />N/A 14/A,
<br />6 1/4' 1
<br />6 1/4' 1
<br />ve
<br />_To isorTOM) I
<br />Box %=10, t I AND 12 FOR ANCHORS TYPE A SPACING FOR IRSTALLATOIS INTO WOOD FMW INALIANO.
<br />NO
<br />"MOM SPACINIOS P& MININUM 00" 015100" ARE INDICATED ON INS SC"MM FOR ED, LESS
<br />10" WOCATEc 09 SCHEDULE REDUCE ANCHOR SPACINO BY WATKVO4 SPAOM 514001 a?J SOFIRDULE By
<br />IM FOUNAVIO FACTORS. MR THIS OPMVIN TO BE POSSIBLE, REDUCED SPACING OOTM40 USM FACTOR
<br />SHALL NOT RE UDISINAk IOMMUM SPACIND MOM FOR EACH ANCHOR TYPE AT ANCHORS LEGIND,
<br />ANXIIIIIII, Tom
<br />ANCROR VACRIO 0.)
<br />IC-.% No
<br />a
<br />3
<br />3
<br />3
<br />1/2
<br />fzZ�-"
<br />-3
<br />3,/2
<br />31/2
<br />4
<br />3
<br />AWK m am a
<br />F A-C
<br />T 0 It
<br />2-'tr
<br />r
<br />Ek
<br />E.-
<br />::_-g 1/1
<br />114 LWIN DEMLS EQR HOW PANW(l A 0
<br />INTO EXMNG AG012 s
<br />T71 -7-fl-77 1'
<br />_44-10 pom'"'m PLUS PLUS PANELMANE FLug
<br />1&
<br />ON,
<br />"WILD peww"ON'To POIETFAVOR TO
<br />f IASITNC eOOO +WM
<br />Dmw wom HEADER CR OUM
<br />rim sw 0 VAW
<br />4- WOOD REAM
<br />RIMUROO
<br />'j
<br />Sm t:CIPUIX ON SEE satv4z ON
<br />aw
<br />FOR A" FOR No. SEPAMTON
<br />mft� pm�l WICIN M.. FANEI_'UENaTR U., PMEL losm
<br />ME Noff (SEX NOTE 1) l/4-0=$' S& (SEE NOTE 1)
<br />Son or v
<br />OF 'L'
<br />OF i MAX
<br />kw
<br />Kill a Ile ac. ED 0 12 1/27 MQ I
<br />1/4
<br />RCV4 XDC_!SA9 2`0' WOOD ?M
<br />4- 10 PANUMATE KL$ REQUIRED PO4CMTQN AT
<br />I WOWIDIN OF PLATE
<br />0 a 11w 0" 1 7T
<br />I - t L" 1 A SORENS
<br />Mo WM Cir PLATE N 1"
<br />L STAOGM W/
<br />RATION
<br />AT Of PLATE
<br />MIUMM
<br />ALUmmm Im W= to WAUATJON DIRECT MOUNT IF INSTALLATION
<br />VALE 3/0-1, Akiflikiffn IN
<br />SEA, SCALE 3/8-1*
<br />NMI;
<br />1, 0WALLATIONS FOR ALTERNATINIES, SIN, 9W & IOW ONLY VAU0 FOR 'itittiNhowbo
<br />BUILDINGS WrAi XS4, DESIGN LOADS UP 10 +43,8. -48,0 p.s.f. AND
<br />PANWS LENGTH UP TO 12'-4'
<br />2, FOR NEW MOD FRWIE CONSTRUCTIOW. WOOD MEMBERS TO BE SOUTHERN
<br />P114E NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL� FLORIDA BUILDING CODE (High Velocity Hu no Zone)
<br />41 0020 x1mm
<br />S"
<br />0 OF 900 20 GAGE GALVANIZED STEEL STORM PANEL DRAW m
<br />'Top III, barm M MOUNTIRM CAN BE GLOBAL PROT am
<br />COMBINED IN ANY WAY TO SUIT ANY ECTION PRODUCM I.I.C.
<br />IL ECOme.
<br />INSTALLATION, 40M gX 51 STREU
<br />20-176
<br />H or So
<br />C/)
<br />Q
<br />>
<br />0
<br />(D
<br />(3)
<br />CL
<br />CL
<br />0
<br />0
<br />CU
<br />-0
<br />(D-0
<br />0
<br />0
<br />-0
<br />-=
<br />ja
<br />c
<br />0
<br />2
<br />C
<br />0
<br />a)
<br />0
<br />0
<br />U_
<br />0
<br />>
<br />Ln
<br />Cn
<br />!E
<br />(n
<br />CU
<br />0
<br />cu
<br />U)
<br />ca.
<br />z
<br />z
<br />w
<br />mi
<br />C.j
<br />cl
<br />I`- C)
<br />-I X
<br />(.0
<br />a
<br />j"_4_ LL
<br />iper
<br />C:
<br />z.,
<br />ku
<br />_LJ
<br />0 0
<br />Lij
<br />CONCRETE MCHORS CONCRIX AKKOS mvwm go, "C"E"A" ON SHELF 14.1
<br />M SCHEDULE ON (SEE ON sc"m sa BMW" am SHUT is Al TE ALTERNATE @
<br />U, 15 UXATm _ INS i TAILS FOR OPTION j I EQ8 LIFE SAFETY
<br />4/4 2 & 1W/15 END 'IT MRM EANEL SYSTEM
<br />MEET 14) A 2/A. 24/A V4 OR 1w/ AT fNP PARCEL
<br />POURED _j F07 I'-D' 1/r�
<br />REW
<br />STUDS 0 EVERY INIQ EXISM.ANNO MUMM
<br />ovew
<br />POLMED CONORM sco Ali I f
<br />T- Cn
<br />S� 0
<br />STUDS
<br />0VEJRUiiP i k
<br />I T TT T 'i
<br />IFOR TMN FOR ULS14:1to!" PAK;J rot
<br />SEE SCHEDULE 0* scHOULE om� I T TF1 a)
<br />To %Am 17,111
<br />I J
<br />Cf)
<br />MOO 0 1 I/r cc. E:r- OR
<br />1 10 IT
<br />F '.=EL' I PANEL
<br />1 4 � L 0 ul��
<br />1/,v QL
<br />A/ MR M�
<br />I/w S OR wmqw PANEL 4W , Li
<br />09T. 21'. ANOKA co
<br />OR DIRECT MOUNT SPACM SPACINO.
<br />DUML I : WALL MQUONG IMAUAIN fAITU"OU TQ SCHEDULE 1) DEWL 2 iJIMMUNING INSTALLATIN (AlTuGAILE IQ MEW" 0
<br />CoADAMIE LOCAT" SCAtz. 3/16' - I'
<br />191 ALT-ERNAIIYE I
<br />ALTERNAINE 2
<br />POURM MAXIMUM-A.&I-mgN EREMURE RAJINra AND MMIMUM A.S.R. DESM PRESSM RATING Oaadj_ AND 2MESENDIN
<br />OCR CWKK�RM
<br />GORSUPONOINQ MAXIMUM ANCHO VAQ1 i Ca) EQR MMMUM PANEL LENGIB "L!* SCHER=
<br />e
<br />:V4I 21/4 3/4 OR 4/4 1, 2, & I! W/1 5 1, & 1W/15 INTAUATM INTQ =8 HCREM MCK STRUMRU
<br />09 LIFE SAFETY PANEL L--
<br />ALTERNATE U50ATION
<br />AM W/No LIFE SWETY PANELS 7 _60
<br />1 LOCATON OF UPE (SEE WTE ISELOW)
<br />I... REOULM PANELS'#/ WETY PANEL k"MUM xsa +&LP -�mb r-r-
<br />Weal OF UP-W mit-IN PAUNAM Paw v BE Ir F i 111, 0
<br />;kAIPUCASIX TO To OLAS&
<br />W/o REGULAR TWXS (SEE DOW mm" f MKVMUV PAKL
<br />ODWC mi PRESSURE To 1 10 To cowwm 1w c UWM v 41t)
<br />Ux Im P.TO 11=1151 1 1.0 ir TO To SEX SHEET` is FOR AROIXAS m A, WADING, A* ffiftuAr" "m wm no" OULOW
<br />mmmx pw1a RAT" (04.0 co"O" ca"C'm CONCRETE co"C"I.Ox. 13F TWA
<br />(sm F11411MIZ110111,
<br />SAW 14) POLOND CQNCRETE AM�12&rCIIDED W
<br />NSTALLAPI
<br />ON I MPOAM "IM IPACONgo AKI MMUM 0% 0"WeX AM INO"'M* Oft 7MS E9
<br />0pj1QN_ &I EQR UEE W Ca. U:m o" INDICATED ON smew t" Of ANAwTOL"NO SPACING
<br />N/A N/A N/A MIA I & 2 PP)
<br />RZOMM to 96ZMED on FZMM FROM INSDE +55,0.-72.0 1 (BOTTOM) a, ON LESS SIONN ON SCNEDUUZ IN THE MILONM FACTORS, A!M THIS ~ON 10 So PMBU�
<br />SCHEDULE ON
<br />EANELD & (1A OF 0' RMICID SPA0100 MANIED LAND! FACIOR SNALL NOT INE LESS THAN MMWLW SPACINO
<br />I - 61 /A N/A N/A N/A N/A I & 2 ITOP) WAM nA LACK ""M VK Xr ANCHORBI LOO1740,
<br />sioeff 14) ELEVATION .55.0 -72A W-01 � - 'j, I 1 0
<br />WALL MOUOKLIKUWAIM NAU-A& AWAUAIM SCALE 3/32--t- TO Ile. 1/4'.
<br />7 1/2* A10='hW -WA&W 111r.-
<br />-7Z- � 2j'v4"I CAIX-01
<br />=-ROQN-1 Sciiwr_� SECTION SCALE: JIV 1' /4* 0' -'WIA N/A N11 N/A M44
<br />!I/A S* N"A
<br />CAP CAP +55�0 -7,24 A- U. Me" WAM 0.) 3 3 z s 1/2 CIO Q_
<br />4 NCv4-\'=z 3 3 3 U
<br />=0 L__41
<br />-3 a- -3 1/2 31/1 4 11 8 O.L
<br />OFT AS M INITRM I
<br />I, LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) I, ALURNABA 3 AMEMADVE 4 a)
<br />PANEL LOCATION IN SEWU END P PSMIL Amw fm mmoomo k.4.
<br />LIFE SAFM PANELS NOT RE INSTALLED ADMCENT TO R,=),PANrLg Il, LAG $in" 0 W, W/ 1 1/2�
<br />(W1 OR W/O REOULAR TRACn) ViNc TOP OF A" Ceit I ONO 6 r Mh r" TOP OF AROO APPUW "N"MA"a" ALTEkNATIME WDOD FRAME MIDIMNS A ANCHOR LQMON Cl)
<br />SE L'i To mr Fp=' CU
<br />ktWMUM PANEL PANQuAlt Immu: a OR
<br />PANEL CONSISTS OF M039 - GALVMIZED STEEL STORM PANEL AS TAPCON WX_W PUX 0 cot.
<br />PER StEET 2 OF DRAWWG� SCALE 3/32- 1' kNy CD RINATNTI, UNOTH 'L' 00 PENCTRAPON To
<br />To agia. vr - I-
<br />mm 44-3.) OlDimm i-4 fn
<br />MAJOINUM A.= va 4 isnig 0 Aw W. Flow
<br />THE ITSELF TO BE REMOVED OR RIVALLED FROM THE *MDE OF SECTIN 8-6 DESIGN ED Or
<br />2mgm- Sam '0!m For 1 SWAM Tw� "a SmOV4 FOR CLwrf
<br />STRUCTURE. 1 0-
<br />+49,2 -81�5
<br />"0007F 4 1/2' 4 __L(BOTTOM) r-S' OR LESS
<br />Ely BACK TO BE COMPONENT (2) BOTTOM TMK TO 4 WALL MQUIATIN AUADON
<br />LIFE W +524-66,0 3' OR UMS
<br />BE COMPONilm Sz;Of THIS ORWING 3' 4' 2 (BOTTOM) 7� 6
<br />y I . ........... . 10, ........ w
<br />OR US$ A-LIEWDYE 1
<br />COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLOMINIG SECPOKS 1 a -7 2 NO.44167
<br />2 ON THIS SHM, AS WELL AS DETAILS I A, 2 ON SHEET 14. +55�0 Zo if .1 EN
<br />2 N/A N/A 2 (BOTTOM) **
<br />+gs '0 -72, 0 FLORIDA BUILDING CODE fy Hu Do" Zone)]
<br />4� Wh LENGTH FOR FLORIDA BUILDING CODE (Nt h Velocity Ru cone Zone) W FLORIDA SUILDING CODE (High Vol"Ify Hurricane Zone)
<br />iom IXTWO, m M
<br />A AT 8070M IS OM "m UTwB1 INC. ti/A N/A 2 (BOTTOM) <
<br />Mo.. 00OHOR SPACINS N ON 1+55'. -7201 COW TOM #r- 20 GAGE GALVANIZED STEEL SIM PAWL 20 WE GALVANIZED STEEL STORM PAWL
<br />SCHEDULES "2 MT 14. 20 WE GALVANIZED SIM STORM PANEL DRANN or, Dow ft
<br />Y, SH sm, .a i
<br />COMPONENT DE PERVANM OR RfAOVABLF_ of t.-
<br />7x 1.
<br />I. "WALIATBINS; AM MR SAILIANCS w1W" OLSON LOADS tw GLOBAL PROTECTION PRODUCTS, LLC.
<br />11LIECO OMAL PROTECTION
<br />4M S^ I SAW
<br />CLOW PROTECTION PRODUCTS, LLC. PRODUCTs' U.C. +53.5, -72A W t1wilm UP TO Ft Z�T�IE
<br />5, SEE DETAILS MR INSTALLATION TWO WOOD FRAME WLD04M ON SHEET IS. /T1 L7E C 0m. 4W SALET ONE fill' am, RkO'�,, I
<br />�y-w 2. MR on wow wow motom TO Be SOLVID0, 4900 StC 51 SAW z
<br />AWE. #1- =4 * I
<br />IVNIF. F�, =1.
<br />PINE N. 2, W/ ago OR EOLML NO 'mw A_ 3"14
<br />F,
<br />R 20-176 M 20-176 Loml= _ -176
<br />e SEE SHEET 4 FOR DETAIL APPUaMILE TO THE NECESSITY FOR THE INSTALLATION OF 61" �- . t _1�1> M. - am --im ki$ CM)M
<br />SPACERS AT TRACKS INSTMAM ADJACENT AND SMND TO STUCCO/W000 BANDS. m P, A 'F �_ Aaw- FAA, (#54)61W� im 20 <
<br />I's fit _ ki Low" CA- 19
<br />X
<br />"zi !!,T
<br />SHUT T4 or go PZ SM/SiGNATUNCtOATE
<br />swer's or go
<br />so
<br />=gin 11 It
<br />SHEET NO.
<br />SH 1.1
<br />
|