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WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />SPLIT PANELS
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<br />SECTION 1
<br />NOTV MVLAIONIoNE AM it OW 0 STORM PANELS 04 MR
<br />OR I MR Olt WrMM OF OKI"
<br />W/ llleE TOP k OPTION)
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<br />SIECTKW Y-Y
<br />SPLIT STORM PANEL ELEVATION
<br />an SC -LE Vr-T'
<br />INSTALLADON
<br />DETAILS
<br />FOR REGULAR
<br />WOOD STRUCTURES
<br />PANELSCD
<br />A
<br />INTO
<br />EXISTING
<br />2
<br />2
<br />INSTALLATION - ALTERNATIVE sW
<br />SCALL. 1/4, - I'
<br />WAILL MOUNIM
<br />$ME- Ile - I,
<br />NOTES:
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH &S.D. DESIGN LOADS
<br />UP TO 455.5. -72.0 P,ct. AND PANEL'S LENGTH UP TO W-V
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0 55 OR EQUAL
<br />TOP & BOTTOM MOUNTINGS CAN Of
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />0041:01M or-4m
<br />OOMWE ANCHORS
<br />(ste stawa 14)
<br />*W (BUT SCHEIRL" 14) ON--\
<br />mwnw CONCRETE
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<br />43
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<br />::�M �-�2.
<br />$00wr
<br />I.0
<br />LIRA
<br />WALL MOUNTING INSTALLATION BALL AND FLOW MOUNTING INSTALLATION
<br />SCALE! 3/8'
<br />St - SECTION I 315- -
<br />NM 014 LIM SAFI-', =w
<br />0 Lift SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL)
<br />OR AS AN INTERIOR PANEL (My PANEL LOCATION IN BETWEEN END PANELS).
<br />LJFE SAFETY PANELS MAY OR MAY 7401 Or INSTALLED ADJACEN't TO REOVA4 PANELS
<br />(W1 OR W/O RED" TRACKS.)
<br />2. M jE COMPONENT
<br />CONSISTS SW C ISIS OF 0,039' ZALVAMZM STEEL STORM P94U AS
<br />PER SHEET 2 Of DRAWWG.
<br />ITSELF TO BE FIEMCIAO 00 INSTAIAM FROM THE INVOE OF
<br />rros
<br />STRUCTURE.
<br />J. LIFE SAFETY PANQL REQUIRES TOP 7'eE t®AS PER SHEET 2MTNp TO K To K COMPONENT 0 k BOTTOM TRACK TO OF THIS omwml
<br />00 FLOOR MOUNTED FOLLOWING SECTIONS 1 ON THIS AS VEIL AS DREAMS I
<br />& 1 09 SHEET 14
<br />4. MI-1 LENGTH MR CCVP�NJE-
<br />to kot C01U.
<br />Mo., ANCHOR SPACING C)ANCHORAGE AT BOTTOM IS CKN ON
<br />SCHEDULES J& 2.ISKErY 14.
<br />COMPONENT MAY Of PERMANENT 00 REW"OLT ,ATE
<br />3. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15
<br />6 SEE SHEET 4 FOR DETAIL APPUICAME TO THE NECESSITY MR THE PIST41.00N OF
<br />ON
<br />SPACERS AT TRACKS INSTALLED AQJACENT AND BEYOND TO STUCCO/WOOD BAN
<br />DS
<br />RON
<br />MA.
<br />known
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<br />CMING k FLOOR MOUNTING WALL k am MOUNTM
<br />iNnAUAIM - ALTERNATIVE 49W INSTALLATIONS - ALTERNATIVE sw
<br />(SECTION AT TOP IS LIMITED TO +56,3-97.0 MAX, SCAU; 1/4* - I'
<br />&S.D. DES" PRESSURE RATING)
<br />X"' 1/4- - I-
<br />Im M1_ 11
<br />-I A,0100
<br />"A
<br />FLOOR MOUNTM
<br />- SELMON "W
<br />WALL 1/4- 1-
<br />FLORIDA BUILDING CODE (NNah Viiloollv Hurricane I
<br />Tom CONCRETE ANCHORS: SEE SPIOXV ON SWEET 14,
<br />1- TEAL WOW SCIEW: sa swmk MWV
<br />'A Sit
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<br />2/4, W4. 3/4 cp 414 r*I. 2 at 1w/I
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<br />AtTew"I't LOU.
<br />ON In SAFETY P'JI&L L.
<br />AREA */NO Lff SAFETYPAIIELS
<br />1 LOCATION OF LIFE (Ea NOTE )BELOW)
<br />1.0 PEW" AANM IF/ OR
<br />111,10 RFZULAR TRACKS
<br />-- SAFETY PANEL
<br />(SEE NOTE I
<br />snow) * LAST PANEL "PAU" AS
<br />OPTION 91 FOR 4 EE S6
<br />SISML
<br />ST ORM
<br />_EM
<br />PANEL (1) & CIA
<br />ELEVATION
<br />or STRUCTURE
<br />SCALE 3/32'-1*
<br />OAP
<br />OK
<br />Su "M 0
<br />SECTION B-B
<br />SCALE
<br />MAXIMUM A.S.D. DESIGN PRESSURE WItIG AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "Lim SCHEDULE
<br />1,. nwir TILE -mr-Aea -I'Tumuct Am - qmrm,Ne, - to .1
<br />DCR:W�
<br />UN-
<br />-564. -12.0
<br />OR LESS
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<br />.7--5- to r-Ir M...
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<br />I)ALM ONLY FOR POW(I)& Qa INTIALLATIONS All PER UVIXIMS I TNft 7. ON VVIETS 4 A 5)
<br />IVJNM Apc"m SPACING M to . 3 11r
<br />"Sm
<br />mm_mmNm ------
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<br />1.0
<br />HMulIN1N PANG,
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<br />10 COMWE
<br />10
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<br />6 1/.-
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<br />SEE smarre to • it ruit Awowm rm a swcm FOR OwAuAtioms ono am nums:
<br />OMM ANCHOR SPOCOM AND NOMM WK OWANCE AN O*rARO ON THIS SCM=At MR CO. LESS
<br />ft" mwm am SMIAIL tow ANCH" SPACING BY ML&r^1"O SPACNO SH" ON SCHMAC in
<br />tW FOUAWO FACTORS f" ?IN OKW*N to VIC POSSUL REDUCED PWNK mumm LTM I -Cm
<br />%4ALL Now IN LOS 11IRN, wNw1M VAAC" P10,11,101 '00 PAM ANCHOR ryn At ANORD" Lwm
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<br />INSTALLATION DETAILS FOR REGULAR PANELSO) A its
<br />INTO EXISTING WOOD STRUCTURES
<br />Ir .
<br />I -
<br />VAl"
<br />rt 4 ED
<br />ED 1'
<br />j; toI
<br />3 Eoj
<br />r4,mm
<br />WOOD MAK*
<br />osowm 4VXMVO
<br />_01
<br />ALTERNATIVE I IN ALTERNATIVE 2W
<br />SCALE 3/3.1*
<br />SET SCHUXAA ON !HINT a
<br />MR A911ROMTKON
<br />TO GLASS
<br />ED P. CO
<br />to to
<br />gown r.
<br />Cc! 1 2' go
<br />1 t
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<br />MIDLAND,
<br />4
<br />-:^*-�- S a ALTERNATIVE 4W
<br />In 1
<br />0 "Dom OF IUME.
<br />aim
<br />1 1*0' "ATE SCALE 3/8-1*
<br />I "AND
<br />wt PP
<br />nME
<br />CON NOMM90 I M=S
<br />NOTE SWITTEIR TwIciiIs NOT smovem Fow cLAmw
<br />I os._-
<br />NOTILS.,
<br />11. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH &3.0� DESIGN LOADS
<br />UP TO +55.5, -720 PSF AND PANEL'S LENGTH Up To 8,_8
<br />*
<br />2. FOR NEV WOOD FUME CONSTRUCTION; *001) MEMBERS TO BE SOVIMERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR FOULAIL.
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />STUDS 0 EVERY
<br />OVERLAP
<br />11
<br />VAttAII &%.A
<br />DES"
<br />INIOCIR
<br />or
<br />KVGLWK
<br />PNduM PLUS
<br />10-
<br />to
<br />3[CT&4 0
<br />PRESSURE
<br />la
<br />CONCRETE
<br />To
<br />C9N
<br />co"Clim
<br />III.=
<br />TO
<br />To
<br />CONCRM
<br />KOOK
<br />10
<br />11141
<br />ta
<br />Cowavit
<br />or THEM
<br />7;W; .1�
<br />hl�A
<br />N/A
<br />N/A
<br />6,
<br />N/A
<br />V
<br />A/A
<br />N/A
<br />'_
<br />I A, 2 (TOP)
<br />_T _(9_0_noo)
<br />9.
<br />W-C' OR CC"
<br />S"
<br />N/A
<br />N/A
<br />A "
<br />N/A
<br />S'
<br />N/A
<br />N/A
<br />I k 2 (TOP)
<br />455.0 - 77.0
<br />1.
<br />1.•7
<br />1/2-
<br />1.
<br />V-C' 10 7*-b'
<br />.550 -72.0
<br />A
<br />�"A
<br />NIA
<br />V
<br />N/A
<br />2 (TOP)
<br />7'-1- 10 IF
<br />V
<br />Stir WU_J_z:jtu nooR mom coNcivirmaNs AT wnwv,
<br />MLWW
<br />DEMON
<br />PRCBWK
<br />COWS S/rw nwww MIRE,)
<br />aws Mutarem, mwvp wimmeO
<br />AP 0
<br />Mwo TI,
<br />U
<br />IN COVORNATIO,
<br />M PANEL
<br />LENGTH V (ft.)
<br />r WIN
<br />A"
<br />FATIM
<br />OEM
<br />OF THEM
<br />+49.2 -4iS
<br />3- 3.
<br />4 1/2' 4 11
<br />_?,
<br />2 (earroi
<br />7*-s ' OR LCTS'
<br />+5218 -06.0
<br />3. 3
<br />4' 4.
<br />2 (BOTTOM)
<br />r-d' OR LESS
<br />:_1.
<br />2 1/ 2 1/2-4"
<br />3 1/2-
<br />2 (OOTTOM)
<br />7--6- OR LESS
<br />;;,D
<br />1 1/2' 2 1/2-
<br />N/A N/A
<br />_j
<br />2 OFTOM)
<br />)46, TO V-0
<br />N/A
<br />3'
<br />2 (BOTTOM)
<br />TO V-8-1
<br />OVERLAP
<br />0 C.)
<br />r
<br />,Y,TERINIE
<br />Su SEE III
<br />a se"Ex"
<br />-3, 02 3' FOR - 02 "W
<br />Mn ANCHOR III- ANCHOR
<br />SPACING SPACING
<br />MR,
<br />MAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />DESIGN PRI
<br />SCALLP Vir - I*
<br />MAXIJdUM A.S.D. (R.s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL_LENGTH "'Le' SCHEDULE
<br />No. 44167
<br />xz,
<br />to ULM
<br />-460
<br />0 3A-
<br />SEE *W IS POR "Wft TYPIL Y $1"Womet MR "TAUAr" eno Wald Mum &mjNNAL
<br />MAIMIJIM ANCHOR VIAMM AND "RON ED" DOMM AM ftrAnb ON "IS SCHODIAL FOR
<br />CA. ults THAN micam ON 50"to" wwxc mow VN.-" of IMULTIPLY"ma VACIN;
<br />SOW ON 00400iAt OF PHE rOUMM FACTORS, POR INS OPOW"ON TO K POSSIOLL
<br />am= roan or"n USING FACT" OWL NOT K LM TRW MOM" WIROM
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<br />MAXIMUM A.S.D. DESIGN
<br />SPACING SCHEDULE
<br />PRESSURE
<br />FOR
<br />RATING
<br />REGULAR
<br />(R.A.f.)
<br />STORM PANELS
<br />AND CORRESPONDING
<br />U-)
<br />MAXIMUM
<br />INSTALLATIONS
<br />ANCHOR
<br />INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(yRum ONLY FDIC PANELS (Dal @ IMMLLATIOWS AS PER SECTIONS I THRU IQ, ON SHEETS 4, S A 6)
<br />VAIGAIM ANcM= SPACING tam LO, - 3 1/2'
<br />MWARN
<br />A.S
<br />TA;;6; CF LAP-VhP
<br />C"-w
<br />PWLWyf FTMAL1 go
<br />PAMI
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<br />I tow SET
<br />APPUCASIJ TO
<br />SECTORS # a mwmum PAME
<br />INITSIUK
<br />70
<br />TO
<br />to
<br />10
<br />To
<br />mycowwwok wimarN v (ft.)
<br />IMAMS
<br />TO co"w" 00"= M CWRM CONDOM
<br />TO CONCRETE
<br />CONCAM
<br />To CONCRETE CORCXM
<br />to COK*M cocitim
<br />1
<br />I'D
<br />Inx,
<br />ALOCK
<br />SLOC.
<br />OLD"
<br />&LOC.
<br />1. N/A N/A N/A
<br />6.
<br />N/A
<br />6' N/A
<br />a N/A
<br />N/A
<br />N/A
<br />I (TOP)
<br />6' 4"
<br />1.
<br />N/A
<br />N/A
<br />I (BOTTOM)
<br />##/A NIA N/A
<br />N/A
<br />N/A
<br />N/A
<br />NA
<br />N/A
<br />2 (TOP)
<br />6 VA N/A N/A
<br />6
<br />N/A
<br />N/A
<br />N/A
<br />A
<br />z (BOTTOM)
<br />+54,5, -72.0
<br />N/A !�A_ N/A
<br />N/A
<br />N/A
<br />1. "/A
<br />N/A
<br />N/A
<br />3 4 (LOP) 17' -5- TO 8,-Ir
<br />OR LESS
<br />N/A. -..
<br />/A N/A
<br />8,
<br />5"
<br />6,
<br />N/A
<br />N/A
<br />.3 (BOTTOM)
<br />N/A N/A I N/A
<br />1.
<br />N/A
<br />N/A
<br />5. NIA
<br />N/A
<br />N/A
<br />1 (TOP)
<br />4. t/A N/A
<br />C,
<br />1.
<br />6' 1.
<br />1. 1.
<br />MIA
<br />N/A,
<br />4 k 7 (BOTTOM)
<br />-
<br />WA %/A 1 12 1/ 6 1/4-
<br />12 1/2'
<br />9 1/4'
<br />6 1/4' 0 ;/4.
<br />6 1/4" 6 $/A-
<br />N/A
<br />-
<br />5 (TOP/BOTTOM)
<br />+50.0, -53.31
<br />N/A N/A 12 1/2-
<br />12 1/2'
<br />d 1/4-
<br />6 1/*' 6 1/4-
<br />6 1 /It* 6 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM) W-8- to 11--2-1
<br />+SS,O. -72.0
<br />N/A N/A 6 1/4- N/A
<br />6 1/4-
<br />N/A
<br />6 1/4' 6 1/4.
<br />6 1/4' & 1/4-
<br />N/A
<br />NIA
<br />j8 (TOP/BOTTOM) >8'-8* TO IV-2*
<br />A N/A N/A N/A
<br />N/A
<br />N/A
<br />MIA N/A
<br />6 /4. 6 1/4-
<br />6 1/4,
<br />6 1/4-
<br />9. 10 (TOP)
<br />+43A -45O
<br />4. N/A N/A
<br />N/A
<br />N/A
<br />N/A N/A
<br />V
<br />6 1/4-
<br />,
<br />a (BOTTOM)
<br />OR LESS
<br />12'-A* OR LESS
<br />N/A
<br />N/A
<br />N/A N/A
<br />. 1
<br />6 1/4 1/4-
<br />6 1/4'
<br />714-1
<br />8 1/4-
<br />9 (soncii
<br />N/A N/A
<br />N/A
<br />N/A
<br />N/A N/A
<br />1 6
<br />10 (BOTTOM)
<br />Iff $NEE, 10. 11 AND 12 Me ANCHORS TYPE A SWING FOR WIFFAUATIONS ROD W= "PINE DMAING
<br />MROMILM MK�00111 SPACIMA 00 V"" Wat MAW AXE INDCATIED ON 7WIS SCHENLE, FOR ED, LESS
<br />TIVIN NOCATIC) 00 IC"ROULK V40JM 0INCHOR PAC04 81 VATIP41140 VACIND VKWN ON
<br />THIC FOLLOWING FACTORS, FOR TOW OPERATION TO If POWAIU� �=40) SPACWG MMU
<br />SCHVQwr Or
<br />USWO IJICTOFF
<br />9WI HOT K LESS DIAN ~mm
<br />SPACM MMATDD R* EACH ANCHOR IYFE At AMC" 10111000.
<br />M
<br />1/4.
<br />NiRM cr up-"
<br />1 3
<br />3 '/a
<br />EN
<br />CAP Rea
<br />%
<br />FLORIDA BUILDING CODE (Mgh Velocify Nu
<br />come Z0001
<br />"K LIL am Imm"
<br />IF Ale Y 0 a
<br />NO. 4167
<br />1
<br />MINCL RUZOO, VIC
<br />20 "GE GALVANIZED STEEL STORM PANEL
<br />rp
<br />'So
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