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gi3# " 'a.
<br />PSIMAk1E AMD'I'VeI
<br />IL
<br />X AI
<br />04 *cm a A, 9)
<br />WALL
<br />AND
<br />FLQQR
<br />MOUNTING
<br />INSTALLATION
<br />FOR
<br />F=7�
<br />SPLIT PANELS
<br />7k
<br />rz va.
<br />Ile
<br />MO.,
<br />4 V/2" x
<br />AN, ED
<br />SCALE "
<br />DETAIL 1
<br />, WA /. ;.r
<br />2Z
<br />OWN,
<br />WAU. W.UAI
<br />CAN. CDMOITK`N)
<br />AULLION SCHEDULE
<br />V MULLION
<br />REOLURM W
<br />SPA4 (Ft.)
<br />TUBE MULMON
<br />'�DMACINST
<br />I= st'"Com
<br />ON A
<br />, .-G.
<br />2'. 3' 11 1/8"
<br />10 1'-6'
<br />2' v 1- 1
<br />70 W-10,
<br />2
<br />' 2- e 114'
<br />C-AO' TO 8,-Ir
<br />_2' x 6'.a 1/8-
<br />ENRA ELSr ,
<br />SECTION I
<br />SCALE 3/8-1-
<br />NOTE: MULLION CAN ALSO BE 00 BOTTOM SO THAT IT 11"L401CIADTIEN01 11", OR"WN?"W".
<br />(ONE PANEL OPENING W/ TUBE TOP * BOTTOM)
<br />VxA/2
<br />Fv
<br />U-1
<br />dl� _TT
<br />T
<br />JJ
<br />A+2
<br />j
<br />SL=N Y=A SI!Ljl STO ELEVATION
<br />SC,4LE 1/4--l' "NEIM-41
<br />FLORIDA BUILDING CODE
<br />INSTALLATION
<br />DEJAIU FOR REGULAR
<br />FANEUQ1 & ClA
<br />INTO
<br />EXISIM3 WOOD STRUCTURES
<br />-7
<br />to
<br />nw
<br />T
<br />tl
<br />II
<br />II-
<br />Vk
<br />INgAumWiA=LL
<br />OUNTI
<br />gh - AuEamm 3w
<br />SCALk 1/4' - I*
<br />saewn
<br />-7
<br />rm.
<br />1BUILD-OUT MOUNTING
<br />immm"MON - ALTERNATIVE I
<br />SCALE-- 1/4' - (-
<br />CEILING k FLOOR bjQ=ING WALL k FLOOR MOUNTING
<br />WALL MOUNTING
<br />DWALLATION - ALTERHATWE INSTALLATIONS -ALTERNATIVE SW
<br />(SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX, SCAM 1/4. - I.
<br />INS1ALLATION
<br />- ALTONATIVE
<br />2
<br />AS-D, DES" PRESSURE RATING)
<br />SCALE- 1/4" I-
<br />SM%LX_' 1/4'- 1*
<br />FLOOR MOUNTING
<br />INSTALLATION - SECTION SAW
<br />SCALE,- 1/4' - I'
<br />L INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN
<br />AND PANEL
<br />'S LENGTH UP TO 8' UP TO .55.5- 72.0
<br />LOADS
<br />p�I;J.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />-8'
<br />MEMBERS TO BE SOUTHERN
<br />FLORIDA BUILDING CODE (High Vel"Ity NUT "no Zone)
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />No. 4167
<br />20 GAGE GALVANIZEO STEEL STORM PANEL
<br />ST UF_
<br />GLOBAL PROTECTION PRODUCTS. LTC.
<br />TOP""INGS 0- 11
<br />B To" �OUA NOS - BE
<br />7. U
<br />OP .=_-
<br />"..'
<br />DMBI:N00111'�'l WDNATT. 4.1
<br />:ASITALLATION.Owww
<br />4800 ILV. 51 STREET
<br />MVIE. M ALI
<br />(qwm-754S. 20-176
<br />E TO �;. ANY
<br />L
<br />w! (RU)NIM-M,
<br />ow IRA) I-TN:
<br />WALTER A & Tu�
<br />rr U. P4
<br />44jz
<br />CONCRETEANCHORS CiONOWE AN04M ft14f CONCRETE ANCHORS. SEE SCHEDULE ON SHEET I.,
<br />(SEE SCHEDULE ON-\ , _\ ? TM ON SM H15 FOR WOOD SCREW: SEE SECTM
<br />(SEESOW 11Z'
<br />2 *1w 15
<br />2/4, 3/4 4/4
<br />W4I CR 1
<br />F*1, 2 & 1W/15
<br />"04m"Ev CONCRETE :
<br />REOUI ED\
<br />it I I
<br />POUREDI CONCRETE
<br />kk
<br />_1�....1_. , _IJ .1
<br />_43 f If IT-
<br />r5a S>IMW INA- rsa SCHEDULE (MOM" PAPID0 4XITERNA PANEL)
<br />0 SHM 14 (Do PANEL) (END PAWA)
<br />11OR W7,gOATION IFOR wa SEPARATION
<br />TO CLASS
<br />tA�v a 1=0.* - I -41V
<br />7 1 i I I I i lit
<br />MID 0 12 1/2 O.C.1 "
<br />STUD 0 12 I'Vo.
<br />1
<br />(a, vt� (CASE I) SPEED
<br />SCAR J E
<br />(SEE Om 1/1.) SE J.
<br />A
<br />Loa,.
<br />0,11 PAN
<br />IINTERNATT LOCATION
<br />6T _x END P'NrL')
<br />(sm D"'As 1/'4
<br />1 1
<br />& 2/14)
<br />Re RNNIN11'el' LLt
<br />REQUIRED,
<br />+1/4. 2/4 24j4 3/4 ON 4/. & ;W/15 41, Z k 1W/15
<br />ALTERNARE LOCATION
<br />--J ON LIFE SAFETY PANEL L
<br />AREA WIND UFE WET( PANELS OF I'TE (SEE NOTE 19ELOW1
<br />Ce REOULAR PANELS W/ OR L LOCATION SAFETY PANEL
<br />W/O REGLdAR TRACKS (SEE NOTE I
<br />COW-" ANCHORS mu LAST PANEL p TO BE PUSTAU.0 AS
<br />E. OF LIFE SANITY OW PANEL
<br />'WAYS BE HANDLE
<br />OPTIO EQR LIFE SAFM
<br />#1 TO FACTITAI A 11
<br />$TOF NO ar wm OR mo'ro, FROM INSIDE
<br />SHEET 14) COW
<br />REQUIRED PANEW1 A Ll
<br />OF STRUCTURE.
<br />ELEVATION
<br />WALL MQUISTINQ 1NST6U,&1LQ WALL AND EMIR MOM I SME 3/32^-1'
<br />= SECTION _1 SCALE: 3/8' . I' =_ SECTION _2 SCALE: 31W - I" (D Ile
<br />TILL` Mau 011'
<br />1, LIFE SAIETY, STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) Y.
<br />��08Ism
<br />OR AS INTERIOR PANEL. (ANY PANNE1. LOCATION IN BETWEEN FNO PANELS). pgfts
<br />LIFE SAFETY PANELS WAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS m w PMELS
<br />(W/ OR W/O REGULAR TRACKS,) SEE HOT tj
<br />2 LIFE STOP PANELCONSISTS OF GALVANIZED STEEL STORM PANEL 02S $ECTION 19-8
<br />F F PER
<br />SHEET 2 0 DRAWING,
<br />EfNELNT8. -1'
<br />LOWS ITSELF To a SCALE 3/32'
<br />THIS A E REMOVED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE.
<br />3. LIFE WWI R BE COMPONENT Q) A, BOTTOM TRACK To kN0111011"N",
<br />BE GOMPION '.5 ES 2 Or THIS DRAWING, 4N.
<br />LAL Top TRACKTo
<br />Y a LED WALL ORSOOR MOWED rOLLOWNC SECTIONS I a COMPONENT E
<br />I 2 ON SHEET 14. r 2 ON THIS SHEENY AS WELL AS DETAILS
<br />FLORIDA BUILDING CODE (Nigh VatatIty Nu Orm ZOna)j
<br />4- Wi,. LENGTH z
<br />SOMPPACIOM
<br />, M AW-14OR'O"
<br />-N ON m, SPACING 1.1 ®ANCHORAGE AT BOTIOM IS GIVE
<br />SCHEDULES & Z SHM 14, 20 GAGE GALVANIZED STEEL STORM PANEL
<br />DAMON 01
<br />6
<br />COMPONENT MAY BE PERMANENT 09 "MARL
<br />Via/am
<br />5 SEE DETAILS FOR JNSTkAATI0h INTO WOOD FRAME BUILDINGS ON SILEET I!i. GLOBAL PROTECTION PRODUCTS. U.C.
<br />C
<br />111LIEOIN.-
<br />SEE -176
<br />IMNICNA(RAWUNN 45. W 20
<br />6 S SHM 4 FOR DUAL APPLICABLE TO THE NFCTSS "i FOR THE INSTALLATION OF OMI) -1-9w DA%w
<br />PACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCQ/WWO RANDS.
<br />RNEEt I- W 26
<br />M XIMUM
<br />A-a-D. DEMIN MUSLIM RATING (A.S.f.) AND CORRESP-QNDING
<br />MAXIMUM PANELLENQTH L. �HEDUILE
<br />(VALID ON FOR P &(Ri wA"Tm As PER sEcnoNs i rNsru to, ON SHEETS 4. s * r)
<br />W"UM ASL am iv'n V�m
<br />THEM
<br />.,a-% _7zo T'-S' OR LESS z Ile LV490LMM
<br />I THAN a A I
<br />.56.3, -72-0 17'-S' TO W-a-M., 2.1/1' UNIMISO
<br />I need 3 & 7
<br />-55.Q. :Tz�_ 'w-a- TO 1 V-2- M 21/2-
<br />6
<br />an LOS 3'A/2-
<br />4 Tev
<br />MMIMUM A-5,11),
<br />BOLTED III Ij4'*-2(6I* SS, WLS. At WIRGINUT ff MoW e, WOLDMIM Or PANE_.
<br />ERE53URE UJI AN CORRIMONDING
<br />MAMMUM-ANOM
<br />PANELSCI SIGH LP FOR GU S (1) & Q INSTALLATIONS
<br />INTO EXISTING CQNCRETE & CO 1RUCIURES
<br />(VALID ONLY FOR PANELS@& @ INSTALLAT" AS PER SWr*NS I THRU 7. OR SHEENS 4 & 5)
<br />MANAKOM AMOHM SAXINO MR tM . a 1/2'
<br />DESIGN TAMON'
<br />a W-WR CALX-W PANELMAM FDAIILE 0 MAK13J4.1t MUS
<br />CABLE To
<br />SWM4 # a
<br />MAXINWw
<br />PRESSURE TO
<br />I) TO COMMIT CONCR1171
<br />m TO To 'U
<br />10 COMMUTE CONCRM 10 0oNMm COMICAM M CONCRETE CONCRETE To DOWNED: ""m
<br />I
<br />ANY CONSINATION
<br />OF THENI I
<br />LEMM
<br />RATRIC III. sU5Cx
<br />m" Max mm
<br />BLOCK
<br />IF MIA
<br />W/A M/A AIIA
<br />KvA MIA 1. a,
<br />It" N/A
<br />IV* WA =,L %/A WA Ir
<br />NA
<br />N/A
<br />NIA NIX r #/A MIA Er
<br />M/A
<br />2 (BOTTOM)
<br />�55.51 WA
<br />W, N/A r WA N/k
<br />N/.
<br />3 & 4 fmp)
<br />OR Less
<br />09 LESS
<br />MIA MIA 6' er
<br />3 jDanow)
<br />N/A WA a, MIA VA S.
<br />NIAL
<br />7 crop)
<br />MIA 4/1k Ir 5w, r
<br />v
<br />4 7 (BOTTOM)
<br />4/-A--
<br />12 '/2- I� 1,12� 11 IT
<br />SEE SHEETS 10 A I I FOR AKNON' WK A, SPACM FOR WMALAMONS INTO WOW FRAME BUILDING,
<br />MINIMUM ANCHOR SPACQVS AND MNWM EM OVSTffi= AVE "1061W ON THIS SORMULL FOR to LESS
<br />I'" VIDICOM ON SCHEDULE am= ANOW SIvzw BY MULITKYRIC SPAOM $80" 44 WIMUME BY
<br />THE F*ADWM FACTORS MR M OPERATOR 70 BE POSSBILF_ MM S�� OMNED USINZ PACTDR
<br />90, BE LESS THAN WRONVIII SAIMMO mo"I'm I'm EACH ANCHOR T'PE AT Awm LIMEND,
<br />Ammm rot 1/4'. 1/4).
<br />",CON W� PURI
<br />4/4*. 1/4-.-
<br />Th '4�
<br />a" A4OHItR wmm (K)
<br />-MANA
<br />FLORIDA BUILDING CODE (ftb Velocity Hu"Icana Zone)
<br />4,/2
<br />NO., 4167
<br />amm m mm mamov•
<br />20 GAGE GALVANIZED STEEL STORM PAWL, FAf
<br />SIAT OF'
<br />-------
<br />r
<br />GLOBAL PROTECTION PRODUCTS. I.I.C.
<br />am S.W. 6 STRIM
<br />PHONE (0UMNW-754& FXIIj 20-176
<br />CIA: IN,-
<br />P TLUT
<br />a CLOP)
<br />a'
<br />NJA
<br />WA
<br />SWNL
<br />f,¢K-M
<br />SOMA -SET
<br />eAeml
<br />ale LONG
<br />'&Vle LOW BR42S DUSIM wl INSTALLATION
<br />DMILS EOR REQUIRAR PANELSCh
<br />4'.-2 I&S� b 6 11-V MM Me
<br />pm UWMS w M W-0. AN; f 1/.- D.C.INI
<br />X15TINQ WQOD 5-TRUCTURE5
<br />PAN MM
<br />12 1/2- 0. C. wv I ilr wh nw,"D
<br />tgN
<br />7
<br />TO RIADEP TOM NA Lf%TIH5 UP
<br />TO 8,
<br />WOM WAOM
<br />VOLTIF
<br />P
<br />Q
<br />Zi
<br />AJr
<br />OR
<br />Gab
<br />numm
<br />ALTERNATIVE IN
<br />ALTERMIBI 2W
<br />SCALE 3/8-1-
<br />SCALE 3/8-1-
<br />WE SCHEDULE
<br />OR SHEET a
<br />SEE, SCIAMUIL ON SHEET 6
<br />MAI W. SWARATION
<br />10 MASS
<br />SEPARATROM
<br />TO GLOSS
<br />Emil
<br />12 "1
<br />es
<br />_7
<br />ED
<br />Eat
<br />ED
<br />ED
<br />M[_ 7 EOI
<br />I,
<br />EG
<br />114 I.D. 5/6' LOW BRASS SUNIM
<br />"w/ 'x-2w, III-& vs. 0 I/*' ITC
<br />wm owr
<br />RWUWn
<br />"s
<br />FOR PAN L09M UP TO -V AND 6
<br />4
<br />IV. OZ MR UNSIMS UP TO r-b* M-
<br />ne OR '14-10=Tl :01" 10 O"R"N I
<br />woo" PAN. I. , /r . M
<br />sawwS 0 i;;�.
<br />In, lNeam
<br />ALTERNATIVE 3W
<br />At AW
<br />i/e W. THROM PENIORAMON AT
<br />RNNm OF OUSTRIC WOW PLATE POR
<br />AM
<br />SCALE 3/8.1
<br />ALI. UENGTHS UP TO W_8�
<br />NEON t �!�j
<br />ALTERNATIVE
<br />010
<br />00 EWE
<br />ALLAM
<br />INSTAU=N
<br />LOWIONS
<br />NOTE z SHUMR TRACKS NOT SHOWN FOR CLARITY
<br />SME 3/9-1,
<br />SCALE 3/8
<br />NOTES
<br />1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH KS.D DESIGN LOADS
<br />UP TO +55.5. -72,0 PSF AND PANEL'S LENGTH UP TO W-B"
<br />FLORIDA
<br />BUILDING CODE (High Velocity Hur
<br />cons Zone)I
<br />2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN
<br />Ab
<br />PINE NO, 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />BRAIN w.
<br />GLOBAL PROTECTION PRODUCTS, LLC,
<br />Ro
<br />Am S.W. 51 103w
<br />TOP & BOTTOM L40UN11NM CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />apT
<br />20-176
<br />INSTALLATION,iNl
<br />DMANNKI ft
<br />VNKT 11 OF 26
<br />STUDS 0 EVERY
<br />OVERLAP
<br />(12 162' O.Q
<br />To HOLD
<br />o PANEL
<br />1-1 1 1-H lKi I I It• NISI
<br />SEE INTERIOR PANEL END PANEL
<br />'I Z. L
<br />OR DIRECT MOUNT ANCHOR
<br />ANCHOR
<br />SPACIAIG SPACING.
<br />V-3, to".
<br />DETAIL 1 : WALL MOUNTING IN51AUAIIQN (APIDUCABLE TO SLHEDULE 1)
<br />SCALE. 3/le - I -
<br />MAXIM URE RgiNG (p.xjL_M
<br />MAXIMUMCO SPONI3iNG At 001urIN11
<br />INSTALLATIONS INTO CONCRETE & CONCRETE AWQK STRUCTURES
<br />STUDS 0 EVER
<br />OVEFTLA
<br />%2 Z2 0- C
<br />PANE
<br />$/6' W- (CASE 1)
<br />r mm, (ow 0)
<br />0
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL
<br />PANEL '---END PANEL
<br />WAI D.,
<br />-3,- 0 FOR #2 FOR
<br />III- ANCHOR MAX, ANCHOR
<br />spwou SPACING
<br />DETAIL 2 FLOR MOUNTING INSTALWION (AEeIjrAQLE IQ SCHEDULE 2)
<br />SCALE 31sr - I'
<br />MAXIMUM &5& D NG CR.&J.) ANQ ORRESPONDIN
<br />M'mw
<br />DESIGN
<br />PRESSURE
<br />ROM t-r-
<br />'WCON
<br />u W-W
<br />mg--w
<br />RMAWIT Fowl 0
<br />AANELwa Km
<br />I APPUCABLE TO
<br />COMBINam
<br />IwmtvwUM PAREL
<br />LUMN V (IL'
<br />p�
<br />.
<br />To _T
<br />COMOR"
<br />TO
<br />BLOCK
<br />M
<br />=4RE7Tj;;�'0TF`T1HEO
<br />A
<br />N/A
<br />N/A
<br />N/A
<br />ter,
<br />N/A
<br />I & 2 (TOP)
<br />+65D. -7ZO
<br />ON LESS
<br />N/A
<br />MIA
<br />N/A
<br />e
<br />_N/A
<br />-
<br />1 2 (TOP)
<br />55.0 -72-0
<br />9'
<br />5�
<br />5'
<br />9.
<br />9.
<br />-
<br />1 (BOTTOM)
<br />51-0" TO r-S,
<br />.550 -72.0
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6*
<br />N/A
<br />I & 2 (TOP)
<br />to
<br />4'
<br />S*'
<br />ir
<br />a.
<br />1.
<br />_F_
<br />7 _(oomm)
<br />111-31
<br />wwwm AMC,
<br />DESIGNTAPCONa
<br />PRCMAIE
<br />RATANG Oat.pwmw
<br />�ASE I MUD R, s/w W. rv* w or AIX*
<br />Ca 0 " a 3` iwiflew w or AN;uD
<br />APPLICABLE
<br />DCOMAKIMUMI�ANJEL
<br />wy OF THEM
<br />LENGTH It")
<br />_PI
<br />TAPCON 96L9-N!
<br />To
<br />ms!m-
<br />10
<br />s2!mu_ CONCRETE,
<br />.49.2 -615
<br />1. S,
<br />4 '/2-
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />+52L8 _eELO
<br />1.
<br />4.
<br />2 (BOTTOM)
<br />r-6- OR LESS
<br />455-0 -77-0
<br />2 1/2 2 1/2-
<br />4. 3 1/2,
<br />2 (BOTTOM)
<br />1--6- OR LEM
<br />+550 -72,0
<br />2 1/2. 2 1/2'
<br />1 NIA N/A
<br />2 (BOTTOM) 1>7'-6-
<br />TO W-0-1
<br />1 .55�. -11.
<br />1 N/A N/A
<br />1 3. :r
<br />" (BOTTOM)
<br />_DdjV_=AM _GNTM$Sc1Im_uroR
<br />TpA0W65 MID MINIMUM EDGE %0$t2b
<br />ED, LESS THAN m w_-zw REDUCE ANSpAcm In AAA.TIPLI'M wvamo
<br />SINOWN ON SCRIMULrOf INC FALL FACTORS FOR THIS ONOMPIDIR TO K PDs$ea,
<br />FACTO
<br />REDUCED ISPACNIS 01170M USW FACTOR SWLL NOT fit LMS THAN MPSPKCM
<br />""MO FOR LAC" ANCHOR TYK At ANWORS LUNDMIL
<br />ANCHOR Tvt
<br />A,
<br />o4ftT
<br />1t4.
<br />VM=
<br />- I
<br />IRA AND"
<br />3
<br />3
<br />71/2
<br />CIO
<br />-3
<br />"2
<br />1
<br />ACKIRL BD,. OK "NCO
<br />"cluit
<br />2__
<br />CODE
<br />(VAUD ONLY FOR PMELSrl)& QINSTALLARONS AS PER SWTIONS I THRU 10. ON SHEETS 4. 5 & 6)
<br />MAXPAIM AN040M SPACING FOR CO.. 3 11r
<br />DESIGN
<br />.PT.--
<br />17 TAII-ORP
<br />CALKIR!
<br />PAN FUWX 0
<br />PANELMIATE PLUS
<br />SOUD SET
<br />APPLICAW TO
<br />SMOONS # &
<br />MmIwUM PANEL
<br />PRESSURE
<br />PAIM
<br />(P-1)
<br />TO ComcAm
<br />f TO
<br />CONCAM
<br />in=
<br />I
<br />10 CONCRETE To
<br />I CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />CONCRIEM
<br />BLOCK
<br />TO CONCRETE
<br />CONCRETE
<br />RUDD,
<br />I CONCRETE
<br />BLOCK
<br />DO TO*
<br />MBAw
<br />OP THEM
<br />LO. IN v (-I
<br />.7�./A
<br />MIA N/A
<br />S'
<br />N/A
<br />61
<br />MIA
<br />a'
<br />N/A
<br />N/A
<br />I MIA
<br />I (lop)
<br />4�
<br />/A N/A
<br />6.
<br />N/A
<br />N/A
<br />I (BOTTOM)
<br />N -/A N/A
<br />NIA
<br />IS.
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />N/A
<br />MIA MIA
<br />61
<br />N/A
<br />5'
<br />N/A
<br />5-
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />-72 0
<br />N A
<br />N/A MIA
<br />14 A
<br />N A
<br />N A
<br />A
<br />N
<br />3 & 4 (TOP
<br />>7'-S TO W-
<br />OR LESS
<br />N/, N/A
<br />6"
<br />IS,
<br />6'
<br />S'
<br />6'
<br />MIA
<br />N/A
<br />3 (BOTTOM)
<br />N/A
<br />N/A N/A
<br />61
<br />MIA
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />MIA
<br />7 (TOP)
<br />Or-
<br />4'
<br />N/A MIA
<br />a-
<br />ir
<br />5.
<br />6"
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2' 1 5 1/4
<br />12 1/2'
<br />6 114-
<br />6 1/4-
<br />6 1/4'
<br />6 1/4'
<br />5 7/4'
<br />N/A
<br />M/A
<br />5 UOP/WTTOM)
<br />+50.0, _63.3
<br />N/A
<br />N/A
<br />12 1/2-
<br />12 '/?*
<br />6 1/4-
<br />5 1/4-
<br />1 6 1/4-
<br />6 1/4'
<br />6 1/4-
<br />2L_L
<br />N/A
<br />6 (TOP/BOTTOM)
<br />>81-81 TO 111-21
<br />+55v0. 472,0
<br />N/A
<br />MIA
<br />6 1/4- N/A
<br />6 1/4-
<br />N/A
<br />6 1/4-
<br />6 1/4-
<br />6 1/4-
<br />IS 1/4*
<br />MIA
<br />MIA
<br />S (rOP/EOT(0M)
<br />To I1*_2'
<br />N/rA
<br />MIA
<br />N/A
<br />MIA
<br />MIR
<br />N/A
<br />N/A
<br />6 1/4'
<br />6 1/4-
<br />10 VOP)
<br />+43A,
<br />4.
<br />MIA MIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />a.
<br />E.
<br />8 1/4'
<br />6 1/,-
<br />a (BOTTOM)
<br />OR LESS
<br />1:
<br />N/A
<br />N/A !�/A
<br />A
<br />/A
<br />6-
<br />6 1/4
<br />fil 1/4-
<br />OTTOM'
<br />9 (BOTTOM)
<br />121-4" OR LESS
<br />/A
<br />N/A
<br />[ N/A
<br />NIA
<br />SIX SWS 11), 11 AND 12 FOR AN01DR6 TYPE A SP-CMIO MR IMSEAUATIONS INTO W= ",WE 0"Dow" PANKIKINt AM" WACIAM AND MINIMUM OW DISTANCE An WDICkITI) ON INS SCHOULE, FOR ED, LESS
<br />R v THAN ANDCXTED on watu REDUCE ANCHOR SPAC04 By MPLIftlama SPACING SHM ON X-HEOULE BY
<br />THE FOLLO"I's FACTORS, MR THIS OPERA"ADAI To Be Posswu� REDUCED SPACING WtAkeo USINO 1ACTm SHALL NOT
<br />Be LESS Z MINIMUM SPACING MIDICATED FOR EACH "NOR TITS AT ANCHORS UZIENO,
<br />ANCHOR TVIE
<br />1
<br />1 4
<br />1
<br />�iNheae�
<br />_��
<br />3
<br />3 1/2
<br />Ir.
<br />4
<br />3,/2
<br />AmK ta Gm aswiMm
<br />3'
<br />INSTALLATION DETAU F9R REGULAR EANELSd) &
<br />INTQ EXISJINfi WOQD STRU!QTURES
<br />7 '�7_ T-7
<br />V4-1 0 PANELMATF PLUS
<br />O.C. W/ 1 7/8'
<br />REAM PENETRATION TO
<br />I EXISTING WOW HEADER EXISTING WOO HEADER ISTING WOOD HEADER
<br />4
<br />'lr t 6 ./47 MC-ac.
<br />WOOD Hw�Rll WOOD HEADER
<br />REOUIREM- 44 -jl
<br />REQUIRED fl
<br />-3
<br />Ljr7nLJ 1j" �1�
<br />SEE ,.A,. SEE SCHEDULE ON
<br />MR SWARKTION sm a
<br />FOR 44,1. SEPARATKIN
<br />as. 3 To CLASS.
<br />11 M.. PANEL LENGTH Max. PANEL LENGTH M.. PANEL LENGTH
<br />(SEE WME (SEE Non 1) (SEE NOTE I)
<br />4,
<br />SOi
<br />6dxSOXOF
<br />OF 'L' Mo
<br />VAX
<br />L
<br />DOW no 4. Oz.
<br />TI
<br />61/0"4
<br />2N4' WOW YILA7K 2*.4' WO001-KNI --1 2*.4, WOODPLATE
<br />-T- _J14-10 FAINaMATI, PLUS FIEOUIRW RED F=T.. At
<br />REOUIRED NEOU
<br />7 i �'� 0 0' PLATE
<br />fill
<br />1 4'* LAID SCREWS 0
<br />me YAOTH OF PLACE 1 II
<br />'.0 TLIK"RED W/
<br />TF
<br />0 1 w-a- WUNTIS .21 N AT MIDAIDTH OF PLATE
<br />woffu"
<br />AWIRUM DIRECT__MQUNT__1__ DIRECT moutil jAfiWtW IIISTALLAT19H
<br />SCALE 3/as. AMUMIYE D-W
<br />SCALE 3/8.0 SCALE 3/8-1-
<br />NOSES:
<br />1� INSTALLATIONS FOR ALTIERNAIMS OW, 9W & LOW ONLY VALID FOR
<br />BUILDINGS WITH A' 5.0, DESIGN LOADS UP TO +43,8, -48.0 MMI`� ANLO "N
<br />PANEL'S LENGTH UP TO 12'-4'
<br />U 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN
<br />EN
<br />PINE No, 2, W/ SPEMC DENSITY OF 0,55 OR EOUAL FLORIDA BUILDING CODE jNIgh Velacft Hur one Zone
<br />s 1.= MLTEDM INC FP
<br />NOTE EM COMBINAI)ON OF SECTION 20 GAGE GALVANIZED STEEL STORM PANEL
<br />DAMON
<br />TOP A BOTTOM MOUNTINGS CAN BE 51 E w/a/110v
<br />COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTION PRODUCTS, LAC, oZi , �17, �-TC� DAM
<br />INSTALLATION. 4" SX 51 sow
<br />s' �- '� i ON&C Ft_ ="
<br />No
<br />I FAX, 20-176
<br />*i - ii
<br />.:�
<br />INSTALLATION DETAILS
<br />EOR QPTION j 1 EQR
<br />LIFE SAFEJY STORM PANEL
<br />SYSTEM
<br />1"4-4 LAC S"m 0 w. Mr. W/
<br />'99MADIS,
<br />INTO EXISTINf2 WOOD
<br />STRUUM
<br />PIUMEMIM
<br />f TO WOOD HDAM
<br />TOT
<br />EDII
<br />ED
<br />Olt
<br />EQj
<br />7
<br />STUD 9 2 Mac 2
<br />ALTERNATIME I
<br />I IT
<br />SEIE SCHEDULE
<br />ON SHIV 1.
<br />MR AR,
<br />111ARATION To MASS
<br />ED!
<br />7-77-7
<br />EDP
<br />ED
<br />ED
<br />OR
<br />ED
<br />W= KATE
<br />Rmvm
<br />RaE
<br />REQUIRED
<br />14
<br />IC.-
<br />ALTE,!NATIVE
<br />3
<br />ALTERMINE
<br />KRF OP.
<br />Low Mul"
<br />In
<br />Nmwl-
<br />& ANCHOR LOCATIONS
<br />ID to ALIERNADVE
<br />PAAEWTE PUS D ". M�&l 114r,
<br />I"REEMIM POWITATIM to ING
<br />NQQ FA&LS&NDITIONS
<br />SCAM 3/r . I,
<br />PLATE
<br />NOTE z SHIRTER MOCKS "In S"DNm MR CLARITY
<br />WALL MQUNTING INSTALLATION
<br />AUERNATIVE
<br />I W
<br />=4Z 3/v 11
<br />PENS,
<br />7 1
<br />FLORIDA BUILDING CODE (High Velocity HU leane Zone)
<br />Z NO.
<br />20 GAGE GALVANIZED STEEL STORM PANEL ORM"I 91.
<br />1, IWTAtImha ARE ONLY WILD PC UP
<br />LA';ALDINOT WON A. D- DESIGN UVOS
<br />.5MM -7210 PIT AND PAW11's FO
<br />MUA _ a'-B.
<br />TO
<br />\
<br />0/20/2M
<br />PROTECTION PRODUCTS. LAC.
<br />GLOBAL PRO OXIE.
<br />FOR NEW WOOD FRAME CONVIRUCDOM WOW UN BUS TO Set
<br />PINE: U.. z W/ SPECIFIC ODaft or Om OR co W_
<br />IILIECO...�
<br />197ZROZ COMPANY
<br />.800 SW, 31 STREET
<br />"L �11
<br />aivTo
<br />PNGDL 20 -176
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<br />cm
<br />HINT' 4- E,
<br />w
<br />-I - Wli
<br />I i --- i
<br />-4-"
<br />(3)
<br />W
<br />C_
<br />U)
<br />_0
<br />-Cu
<br />>
<br />0
<br />CL
<br />4_0
<br />C
<br />0
<br />0
<br />CD_
<br />Cu
<br />U)
<br />(D
<br />0
<br />-m
<br />0
<br />0
<br />0
<br />=
<br />ICU
<br />C:
<br />0
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<br />11.-
<br />CIO
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<br />0
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<br />Cn
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<br />"0
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<br />z
<br />SHEET NO.
<br />SH 1.1
<br />
|