|
I I L - --- -- . I I I - � I I [ I III I '' 1 1 1, 1 11 - - I 1 11 1 1 1 1 1 1 --1- 1 1 1 1111 1 1 - III I - - - - -\
<br />$a- 1. 1
<br />OR �. WALL AND FLOOR MOUNTING INSTALLATION FOR ROSS
<br />`XMI 'ACHOSS
<br />SPUT PANELS CGI mmo,ams on ummu
<br />SHOT 8 a
<br />tHRu mls
<br />6
<br />x we" KIT.
<br />F-c
<br />PAPER 17
<br />- 1-- 2- -11
<br />re I I I I I -IT
<br />C14" 1-u"m
<br />2
<br />4.
<br />EDGE or eAUL
<br />F%ulI III
<br />4
<br />'-IAAJJGH
<br />r
<br />2'
<br />Af
<br />SLIOM
<br />wml/2
<br />--eWNP`KP SCAUE- 1/4 MOM. I
<br />DETAIL I
<br />pIIw
<br />r-9-1v "w* I=
<br />Y!O-
<br />X FILLET
<br />1/4". NIA, $an
<br />Tw.m. -1, -=w a NIT A+2 2
<br />SAIIH ma MALO,
<br />sell. 777
<br />SPLIT STORM PANEL ELEVATION
<br />ELEVATION SECT40H Y-y
<br />SCALE '/4--1- SCALE 1/4--l- SCALE I/Ir-1-
<br />DETAL 2
<br />MULLION SCHEDULIE
<br />MARKS GOHGAI ui�
<br />NLOARED m- MILLION REDARED MI
<br />I SPAN Ft) TLIK MIALUDN
<br />0"II
<br />-...=P-.- > 4--6- To 3'-W 2' . 4' . 1/8* 1�7
<br />2* . 5', 1/9'.
<br />To GI 2* . 4' . 1/4*
<br />SECTIONS,
<br />a. *cm s k 9) W-10' TO a'-(r 2" . V . III No. 44167
<br />A
<br />FLORIDA BUILDING CODE (Nigh Velocity Hu
<br />amammmuk w- 20 GAGE GALVANIZED STEEL STORM PANEL
<br />SECTION I
<br />SCALE 3/9-1-
<br />PROTECTION PRODUCTS. LLC.
<br />I CAN ALSO K DISTALLED IN STORIL PANI ON TOP 11LIECO....\GLO"L
<br />DRUM SO THAT IT IS LOI TOP ON 90TTOW OF OFIDer TLLIT TC�TN�Jft LPIPPROSSINS cowAWV DI FL =1
<br />BOTTOM AX-eII-
<br />CONE PANEL OPEN" W/ TUBE TOP & BOTTOM) -am rI 'I a"
<br />likil-ILIRwklglollkmo131till�Vio]ZAZI w;i:m!m_ In) WME,
<br />M1 im
<br />�1-14-=
<br />IAPPR--
<br />0, LOW I
<br />WALL MOUNTM
<br />INSTALLATICIN --ALUMAM MN
<br />SCALL' 1/4' - I-
<br />WALL MOUNTING
<br />DWALLATM - ALTERMAN&
<br />SCALE- 1/4- - I -
<br />NOTES
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />UP TO + 55.5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO W-B".
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOULAL
<br />NOTE FOR COMBINATION OF SECTI
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />11145FAILICATICIM - AUIERMATIVIE AW IWALIAUM - ALTERNAITIVIE
<br />(SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX. SCALE: 1/4'- 1*
<br />A.S.D. DESIGN PRESSURE RATING)
<br />111011 1/4* 1*
<br />FLQQR MIQLWTING
<br />INSTALLATION - SECTMK "W
<br />SCALE' 1/4- - 1-
<br />CONCRETE ANCHORS CONCRETE ANCHORS MR CONCRETE ANCHM, SEE SCHEDLU ON SHEET 14;
<br />(SEE SC"I (SEE SCHEDULE FOR WOOD SCREW SEX SECTION ON SHUT 15
<br />SHI 1. 111 1w/15
<br />1w/15
<br />A 2/4. 2A/I 3/4 OR 4/4 1. 2 W.
<br />PI CONCRETE Ne,
<br />Povxm coACRm
<br />wou"m
<br />-T I] I I I I Ff 11 I
<br />I-sm scmmku a-
<br />so"DOLILE (E (.fn" (#4mwR
<br />ii-I
<br />sI40 1. -svARI
<br />10. RII:
<br />To GLASS TO GLASS 7
<br />;Z*j,3 31*
<br />IS 'yn
<br />-sm e 12 'T"GIc. STUD 6 12 117 O.0
<br />5/r MAI, (CASE I
<br />GASE e-
<br />(S� GET (sm GET 2/'
<br />Low"'
<br />END RNELS) 121
<br />777! ThUi I/ 14
<br />2/ 1 -- / -. (wusout LocAnim
<br />f AT END PA."
<br />RI
<br />*A 2/4 2AA 3/4 4/4 +11, 2'& �W/15 +1, Z & IW/15
<br />ALTERNATE LOCATION
<br />ON UI SAFETY PANEL L.-
<br />- w/No LIFE SAFETY PANELS U)CATm OF LIFE (SEE Nam IBI
<br />1- REG" PANELS W/ OR
<br />SAFETY PANEL
<br />WIO REGULAR TRACKS (SEE I
<br />LmoFE
<br />-vl BE o. LAST PANEL To . INSIALUED a
<br />CONCRETE ANCHORS 4� SAFETY P. PANEL
<br />m opa" SMALL
<br />(SEE SCHEDUILE ON AI BE
<br />SHEVI A OPTION #1 FOR WEE WETY STORM TO IJAI"l
<br />c-
<br />J-,-- PANEL(l) & (11A TO SE PWNLED OR RDI FROM woor
<br />OF STRUCTURE.
<br />(SEE
<br />'.) -------- ED,_ ELEVATION
<br />WALL MOUNTING INSTALLATIO XALL NO FLOOR MOUNIM INSTALLATION SCALE 3/32--1-
<br />SECTION 1 SCALE: 3/8" - I' - SECTION 2 SCALE: 3/8* wp
<br />NOTES ON In SAFETY STORM PANEL SYSTEM lKWALLATION, �q
<br />1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST DR LAST PANEL)
<br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PI d�T
<br />LIFE SAM PANELS MAY OR WAY NOT Of 067ALLED ADJACENT TO REGULAR PANELS SEE mart I)
<br />CW/ OR W/O REGULAR TRACKS)
<br />Z Uff S SECTION B-1
<br />PANEL CONSISTS OF 0,03 GALVANIZED STEEL STORM PANEL AS
<br />PER SHEET 2 OF DRAWING. SCALE 3/32--f-
<br />CC�a
<br />THIS P ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE.
<br />3, LIFE SAFETY PAND. REQUIRES 70P TRACK TO BE COMPONEKTO& BOTTOM TRACK TO
<br />K COUPON 4DAS PER SHEET 2 OF THUS DRAWHNG.
<br />COMPONENT BE NSTALUED WALL OR FLOOR MOUNTED FDULOWING SECTIONS I A N S"
<br />XqyAS SHM
<br />2 ON THIS WELL AS DETAILS I Bt 2 ON 14.
<br />FLORIDA BUILDING CODE (High Velocity Mu Gone ZOne)
<br />4. V.. LENGTH FOR COMPONENT 9D Is 15'. = : am"N' lxxm PIC,
<br />III ANCHOR SPACING FOR cow"4ENT 4)ANcHoRArE AT sarom is GIVEN ON a : 20 GAGE GALVANIZED STEEL STORM PANEL F.P
<br />SCHEDULES J,& 2 . SHM 14. cc I
<br />z * %.
<br />COMPONENT MAY BE PERMANENT OR REMOVABLE.
<br />GLOBAL PROTECTION PRODUCTS,
<br />5. SEE DETAILS MR INSTALLATION INTO WOOD FRAME BUIUDOCS ON SHEET 15. IN ASOO SIR 51 $Tw
<br />6, SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF 20-176
<br />ONN LAI PHONE, (04
<br />PACEIRS AT TRACKS INSTALLED AD4ACEWT AND BEYOND TO S7UCCO/W003 BANDS, OeQ
<br />F-z----
<br />HnE I
<br />FMD� XAIT
<br />MAXIMUM A.S.D. DESIGN POUSURE RATING (p.m.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />ONLY FOR PANI A (j) AS PER SECTIONS I THIRD 10, ON PAU, 4. 5 a 6)
<br />wxwm X=
<br />r2v� I=
<br />';EI
<br />TO CII
<br />.55-5, -72.0 7'-** Olt LESS 2 1/0 INOMYO
<br />I THRU 5 k 7
<br />.3". -7LD �7*-S' To al -a" M- 2 3/.- UNIX=
<br />I THIN 5 IS 7
<br />-55.0. -72.0 W-11' TO 11'-2* V� 2 'Ir 'GTAIAI�
<br />6
<br />-40.0 12'-' OR LESS 3 1/2' IN=
<br />T "MI
<br />& 9 k 10
<br />MAXIMUM A.S.D.
<br />1/4*0-20,1* S1 " A OMn 9 01 * VNIUMIN OF PAMIL
<br />DESIGN PRESSURE RATING (R.ml AND CORRESMNDING
<br />MAXIMUM
<br />ANCHOR
<br />SPACING
<br />SCHEDULE FOR REGULAR STORM PANELS(j)& Q INSTALLATIONS
<br />INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES
<br />COLO ONLY FOR PANI (D& @ IWALIATIONS AS PER SECTIONS I THIRD 7. ON SHEETS 4 At 5)
<br />VAXASA ALSO.
<br />MAXIMUM AIIONING VACM FOR LO. - 3 'Ir -
<br />DESIGH TAPCON
<br />cr IMI CALI pmdLwm FOI a ANALEALAT, ;�La-
<br />APPUGARLJ TO
<br />SECTIONS " & I - -
<br />PRESSURE TO
<br />TO TO
<br />1 UDI V (m)
<br />PAI (A.1) To M"M DIKO M
<br />TO COICIRETE To CONCNM CONCRETE TO coomm CONCRETE
<br />Imm 8, SLOO.
<br />THEM
<br />%/A
<br />R/A N/A 6" ./A AI
<br />WA
<br />I (TOP)
<br />3.
<br />H/A 141A Ar S.
<br />(BOTTOM)
<br />N/A
<br />N/A "1 1. NIA 1. NIA r
<br />H/A
<br />2 (TI
<br />N/A
<br />III H/A 6. H/A N/A
<br />N/A
<br />2 (WIT130
<br />.55.5. -72- N/A
<br />N/A k/A N/- N/A 0.
<br />IL/A
<br />3 k 4 (TOP) r-S' OR LESS
<br />OR as$
<br />N/A -/A
<br />6.
<br />(BOTTOM,
<br />N/A
<br />H/A ./A N/A
<br />./A
<br />7 (TOP)
<br />B. 5'
<br />V. /A
<br />./A ./A
<br />12 1/2- 1 1/.' 12 1/2- a
<br />SEE 9401171; 10 a I I FOR MICHOIM TIPE A LINE" FOR WSTALLATCOLS 'RO 1000 "WAS
<br />WINSAL 440M SPAOM AMD � EDGE DWANCE ARE MOCILTED ON THIG SCHEDIAL MR LD, LESS
<br />THAN WWAID GH MOSELLE MEXICE ANCHOR 91 BIT MILL"I SPACRO SHM ON SCHEDULE W
<br />THE FMLMM FUCTIONS. FOR INS 04XVM TO ME POSSIBLE IMUCM P0000 DEMARCO USING FACTOR
<br />SHALI. NOT ME LESS THAM SP%CbQ WI MR ECK ANCHOR WK AT ANOMM LtOD�.
<br />II Ile.
<br />ISLI
<br />FI a ALAS
<br />3 1
<br />All
<br />2 VI
<br />3
<br />FLORIDA BUILDING CODE (Ilfigh Velocity Nu cons Zone)
<br />1 3
<br />I mm WA am =ewe
<br />1 No. 1
<br />20 GAGE GALVANIZED STEEL STORM PI
<br />V
<br />GLOBAL PROTECTION PRODUCTS,
<br />11LIEC 0....
<br />Le
<br />[4167
<br />%b;, . 10 A
<br />. .....
<br />4m te. 51 $TRW
<br />too C O.W. n- =I.
<br />&X7
<br />�.i
<br />eft. ePRAL A. .1. PHOHIL 1AX, (won -am
<br />Lee
<br />20-176
<br />LM . 5/- LOW WAS$ KO" INSTALLATION
<br />O.0 FOR
<br />DETAILS FOR REGULAR PANELsnj
<br />& CIA
<br />0�1/4'
<br />_6
<br />PAMEL UDIOIHS LIP TO 040 a
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />FOR LEMPHS UP TO -8, LAW. OR
<br />&OR
<br />A. . PANIUMILIT "AS
<br />C eRTH I
<br />z1w 'F LENMM UP
<br />M"�
<br />-10 'r-r
<br />we 0
<br />41 1=32PI
<br />a r at
<br />ED
<br />ED
<br />to!
<br />ED
<br />100
<br />-J4-
<br />ALTERNATWE I W
<br />ALTERNATIVE 2W
<br />SCALE 3/sI
<br />SCALE 3/8-1-
<br />SEE SCHMULE
<br />am SHW a
<br />FOR WS,
<br />su SC.I ON III I
<br />'on
<br />to GLASS,
<br />Av S
<br />SEPAPAIII
<br />10 GLASS
<br />INER, 7
<br />ED'
<br />1
<br />E 0
<br />a
<br />ED
<br />ED
<br />to E.j
<br />WT7/2'
<br />ED:
<br />ED,
<br />1/4 LD. 5111' Low DRAW BUSHING
<br />W1 1/4-0-20MI S4 WIL 0 6 1/4 0 C
<br />FOR PANIC. DOWNS UP TO S'-O` AND 6
<br />D.C. no LDCI)s UP To e'-Ir III-
<br />-0- PAR =10 PAI FEMALI 0 ON
<br />2 PLUS * 12 1
<br />NURSING /r a C. WITH I
<br />ALTERNATIVE
<br />ALTERNAI 4W
<br />112- WII, T WIM poolymk7" a
<br />'*'a, or EXISTIM WOOD PLATE FOR
<br />2'�' "ATE
<br />SCALE 3/8-l'
<br />SCALE 3/5-1-
<br />ALL LDSGIHS LIP TO W-r M-
<br />*E
<br />WOOD FRAME
<br />DIRECT MOU 0 INSTALLATION
<br />CONDITIONS k 995RIE15 M
<br />__ . __ __ _R_ _MS
<br />NOTE : SHUT" TRACKS NOT SHOWN FOR CLARITY
<br />SCALE 3/6-1-
<br />SCALE 3/0-1-
<br />FOR WITH AI DESIGN
<br />N'. T!4/N,-
<br />/9� !1�
<br />1. INSTALLATIONS ARE ONLY VALID BUILDINGS LOADS
<br />UP 70 .55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-B'
<br />!LI C'ENse'-...
<br />Ny
<br />FLORIDA BUILDING CODE (109h Velocity Nu Icon* Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION; WOW MEMBERS 10 BE SOUTHERN
<br />s
<br />am ALTOM.
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOLLAL
<br />tio.
<br />20 GAGE GALVANIZED STEEL STORM PAWL
<br />ry
<br />amew III
<br />z
<br />GLOBAL. PROTECTION PRODUCTS. I.I.C.
<br />am:
<br />TuAir Turnma a m� z6w�
<br />Q00 SI 51 SrRW
<br />MI n- 33314
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />. ......
<br />- � - MR.
<br />am-
<br />PHONE CW
<br />20-176
<br />INSTALLATION.
<br />x
<br />,=,am
<br />i
<br />CANSPI
<br />I m
<br />-"IT 1 110 1 P.E.
<br />-m.
<br />F09
<br />-AT Dz
<br />STUDS 0 EVERY
<br />OVERLAP
<br />(12 1/2- D.C.)
<br />TO HOLD PANEL
<br />1100909EMELO
<br />a-/,1/4-1 SEE SEE INTERTOR PANEL \-END PAI
<br />- l- - 'OR M-
<br />OR DIRECT MOUNT ANCHOR WHOR
<br />SPACING SFACM
<br />DETAIL I : WA STALLATION (APPUCABLE TO SCHEDULE 1)
<br />SCAI.E. 3/16- - I -
<br />MAXIMUM A.S.D. RE RATING (R.2.f.) AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT (11) FOR
<br />INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />SCHEDULE A I , M W/ WALL MOUNT CONDITIONS TOP k BOTTOM *1 ED. - .3 1/2* -
<br />57UOS 0 EVEJ
<br />(12 1/2- a C
<br />TO HOLD PAN
<br />5/8: Mak (CASE 1)
<br />3 MI (CASE 1)
<br />mAmmum "a.
<br />DESIGN
<br />PRESSLIKf)
<br />OF SLA-Bee
<br />GAI
<br />Mft.X FEXAE 0
<br />Peaeat RA
<br />To
<br />Imcnoms 0 4
<br />commmuoRm
<br />OF THEM
<br />mAmSHALL P.
<br />LENGTH v (m)
<br />__ _MJaOk
<br />CRETE
<br />To
<br />To
<br />COHICRETE
<br />To
<br />To
<br />CONCRETE:
<br />TO
<br />To
<br />CONCRETE
<br />To
<br />m
<br />EAGCX
<br />Co"c'"
<br />OIL=
<br />CONCRETE
<br />sLou
<br />co"CRETT
<br />K=
<br />cow"
<br />aick
<br />t,
<br />I /A
<br />N/A
<br />N/A
<br />S.
<br />N/A
<br />s'
<br />N/A
<br />6
<br />N/A
<br />1 2 (TOP)
<br />.55.0. -72.0
<br />1-
<br />..
<br />B.
<br />2'
<br />9'
<br />o'
<br />1.
<br />9,
<br />9"
<br />BOTTOM)
<br />5*--C* OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />B.
<br />N/A
<br />'.
<br />N/A
<br />11'
<br />N/A
<br />1 1, 2 (TOP)
<br />.55.10 -77.G
<br />9.
<br />5'
<br />9'
<br />o'
<br />9"
<br />7 1/2'
<br />9'
<br />9.
<br />1 (BOTTOM)
<br />To I.-,.
<br />+S&D -72.0
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />1 6-
<br />1 N/A
<br />1 6-
<br />N/A
<br />N/A
<br />I & 2 (TOP)
<br />17'-6- 10 W-B*
<br />r
<br />4"
<br />9'
<br />6'
<br />1 9'
<br />1 V
<br />1 11-
<br />1 9-
<br />1 8-
<br />V
<br />I (BOTTOM)
<br />uAmem AlLO
<br />DESIGN
<br />PRESSURE
<br />R%TM (.-I'l
<br />AK I MAX, 9 111 w FBI TIV OF A004
<br />CGE A (Mm 0 -V XI, rKM 1OP Of ALI
<br />APPLICABLE TO
<br />C'."O=
<br />SE At
<br />OF THEM
<br />MAXIMUM PANEL
<br />LENGTH 'L' (n.)
<br />LA;�?t GMjr-IN
<br />--i-m
<br />mw r4.
<br />or CO, �3
<br />CONCRETE CONCRETE
<br />+49.2 -61.5
<br />4 1/2- 4 1/2-
<br />2 (BOTTOM)
<br />7-6- O=sS
<br />+52.8 -81
<br />3" 3'
<br />4' 4 .
<br />2 (BOTTOM)
<br />7--6- OR LESS
<br />+55-0 -72.0
<br />2 1/2' 2 1/2*
<br />4 3 1/2-
<br />2 (BOTTOM)
<br />7'-G' OR LESS
<br />-
<br />1 1/2 2 1/2
<br />N/A N/A
<br />TO Al'-
<br />1.115!9
<br />_72!(
<br />.
<br />1 N/A N/A
<br />3. 3
<br />t
<br />2 jlo.:Z)
<br />[;7�-6.*
<br />'a
<br />11111111111111
<br />1/4' SEE I Sa �I INTERIOR PANEL - END PANEL
<br />SCHEDULE SG"EGDUE '
<br />#2 FOR - #2 FOR - 3'
<br />M.. AMC" M- ANCHOR
<br />SPACING SPACING
<br />DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPUCABLE TO SCHEDULE 2
<br />SCAI- 31141' - I -
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDIN
<br />MAXIMUM PANEL LENGTH "L." SCHEDU
<br />(APPLICABLE ONLY TO SECTIONS I La-EGIL-LIM-3 STORM PARE,
<br />SYSTEM ON SHEET 13L
<br />N
<br />No. 44167
<br />APRIL
<br />m GLASS
<br />SEE SHEET 15 FOR ANCHORS FIVE At SPACING FOR MISIALLATIONI NTO Woola 110I BMI
<br />MRSAW ANCHOR SPACOM AW) �Xee- ENCE OWANCE ARE 0HOCIkYED ON THS SCHEDIALIL FOR
<br />ED. UMS PA)CAM ON SO4ME MM" ANCHOR SII BY NILATIPI SPI900
<br />SHOW" ON SCHNI By THE FOUAI FACTORS, FOR THIS ONDIAMON TO K POSSRALL
<br />REDUCED SPACROG OVAND '"4 FACTOR SMALL NOT BE LESS THAN � 2PM3W
<br />WDCXED FOR EACH AACHIA TTRE M ANCHORS LEGEND.
<br />Ile.
<br />1/4.
<br />1/41.
<br />No= vft
<br />-�Q
<br />PU -
<br />GNP-
<br />3
<br />3
<br />3
<br />3
<br />2,/2
<br />3
<br />3
<br />1
<br />1
<br />3
<br />3
<br />3
<br />31/2
<br />31/2
<br />4
<br />AWJL FA OW UMNO
<br />New
<br />2 /r
<br />3*
<br />All. 3111-
<br />FLORIDA
<br />.MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS d) & a INSTALIATIONS
<br />INTO EXISTING CONCREIE A CONCRETE BLOCK STRUCTURES
<br />CVALJO ONLY FOR PANELS (DIBI&INSIALLATIONS AS PER SECTIONS I THIRD 10. ON SHEETIS 4. 5 A: 0)
<br />ANCHOR
<br />WAXMN ANCHM SPOCM FOR E.D. - 3 I/r -
<br />MAXI
<br />AALO. DESIGN
<br />TAPCON
<br />OF TAP-ORf`
<br />CALK-44
<br />PAMELIATE FEIMLE ID
<br />PANEUMNE FILMS
<br />SOLID SET
<br />APPLICABLE TO
<br />SE f & MAXIMUM PANEL
<br />PRESSI
<br />To
<br />To
<br />TO
<br />TO
<br />To
<br />To
<br />Aw Cl,� LENGTH 'L' (ft.)
<br />MIXING
<br />TO CONCRETE CONCIRM
<br />TO CONCRETE CONCRETE
<br />TO CONCRETE
<br />CONCRETE
<br />TO CONCRETE
<br />CONCRETE
<br />TO COHCRII
<br />CONCRETE
<br />TO CONCRETE
<br />OF ININ
<br />BLOCK
<br />BLOCK
<br />BLOCK
<br />BLOCK
<br />BLOCK
<br />SLIOD.
<br />N/A
<br />N/A
<br />N/A
<br />a'
<br />N/A
<br />S*
<br />N/A
<br />a'
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6
<br />4
<br />N/A
<br />N/A
<br />6"
<br />a
<br />6'
<br />S,
<br />5
<br />N/A
<br />N/A
<br />I BOTTOM)
<br />6
<br />N/A
<br />MIA
<br />N/A
<br />S.
<br />N/A
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />N/A
<br />M/A
<br />N/A
<br />6*
<br />N/A
<br />5'
<br />N/A
<br />s'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOI
<br />.56.5, -72.0
<br />111.
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />N/A
<br />S'
<br />N/A
<br />N/A
<br />N/A
<br />3 & 4 (TOP) >r-5' TO 8*-B'
<br />OR LESS
<br />6.
<br />4'
<br />N/A
<br />N/A
<br />5.
<br />a.
<br />6'
<br />S*
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />s'
<br />N/A
<br />N/A
<br />N/A
<br />6.
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />4'
<br />N/A
<br />N/A
<br />6.
<br />5.
<br />S.
<br />6.
<br />6'
<br />6
<br />N/A
<br />N/A
<br />4 k 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2-
<br />6 1/4
<br />12 1/2-
<br />6 114-
<br />6 1/4-
<br />6 1/4-
<br />5 1/4'
<br />6 1/4-
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM),
<br />+50.0, -53.3
<br />N/A
<br />N/A
<br />12 1/2-
<br />5 1/4'
<br />12 '/2- 1
<br />6 1/4-
<br />1 6 1/4*
<br />6 1/4'
<br />6 1/4-
<br />6 1/4-
<br />N/A
<br />N/A
<br />6 (TOP/1SOTTOM) >8'-8- TO ll'-2-
<br />+55.0, -72.0
<br />N/A
<br />N/A
<br />5 1/4�
<br />N/A
<br />6 1/4*
<br />N/A
<br />6 1/4"
<br />6 1/4*
<br />6 1/4-
<br />6 1/4-
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM) >II M ll'-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 />9. 10 (TOP)
<br />+431L -48.0
<br />4
<br />N/A
<br />N/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 />a (Borrow)
<br />OR LESS
<br />-- --
<br />- 12'-4' OR LESS
<br />S"
<br />4-
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />/A
<br />N /A
<br />6"
<br />S'
<br />6 1/4-
<br />6 1 4
<br />9 (BOTTOM)
<br />N/A
<br />I N/A
<br />I N/A
<br />N/A I
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />1 6 1/4- 1
<br />6 1/4-
<br />6 1/4' 1
<br />6 1/4-
<br />1 10 (BOTTOM)
<br />SEE SHEETS 106 11 AND 12 FOR ANCHORS TYPE At SPACING FOR 651hLIATIONS Wm WOOD PRIME BULDM
<br />mommum ANCHOR SPIAMNOS AM NORMAL EDGE OSTANCE ARE
<br />TWA NOICATC) ON SOMU REGILDE ANCHOR SPACING BY
<br />SIDICAM ON THMS SCHEDIALE. MR E-D. LESS
<br />MULTIPLYWO SPACING SHOW OIL SDH�LE Iff
<br />THE FOLLOWI FACTOR& FOR THIS
<br />OPERATION TO K POSSIBLE, REDUCED SPACING OBTANED
<br />LUC FACTOR
<br />SI HOT SE LESS THAN MONISM
<br />SPACING MANDATED FOR EACH MICHOR TYPE AT ANCHORS LECIDI
<br />MICH= Tm
<br />UP-400P ,DWI a ALLS
<br />CALIII
<br />SOLID -SET
<br />MAI, AND= SpAcea CI
<br />3
<br />2 1/2
<br />NAN,
<br />3
<br />3
<br />3
<br />31/2
<br />3
<br />3 1/2
<br />1
<br />FLORIDA BUILDING CODE (NIgh Velocity Nu Gone Zone)
<br />ACUL Kim. am me"
<br />IF A C 1 0 R
<br />NO.
<br />4187
<br />.2= TXTI PIC.
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />FP
<br />Cow W-
<br />2 1
<br />r
<br />-
<br />GLDBAL. PROTECTION PRODUCTS. I.I.C.
<br />51 SISIXT
<br />Z��--�
<br />- QL`1,-
<br />3
<br />GO
<br />DII,
<br />4800 Lw.
<br />OW- 11. LM14
<br />20-176
<br />SHOW (234)098,-754& F- (W)NO�m
<br />WAI
<br />V,4/SOMnPKtVAU
<br />P 1.
<br />INSTALLATION
<br />i T
<br />DETAILS FOR REGULAR PANELS(l)
<br />INTO EX!STING WOOD STRUCTURES
<br />a IJA
<br />PLUS
<br />/3"
<br />_44 -10 PANI PLUS
<br />5 f/4- D.0 W/ 1 7/5-
<br />TO
<br />THREADED PENETRATION TO
<br />DOSTING WOOD MEADER
<br />EVI WOOD WADER
<br />EXMTING WOOD HEADER
<br />voc 0.
<br />V-0-
<br />new PLO IS
<br />2.
<br />TWA)
<br />a 'pr
<br />WOOD HEADER
<br />WOOD HEADS REWIRED
<br />KOUNtm
<br />-0
<br />G
<br />sur SMEDLRI ON
<br />SEE SCHURRE ON
<br />ME Soto"
<br />'"E" a
<br />FOR MI
<br />LASS
<br />e GLASS.
<br />SHI S
<br />fmmm - swummulm
<br />TO CUBA
<br />FOR
<br />i.
<br />M- PANEL LENGTH
<br />(SEE MOTE 1)
<br />hM. PANEL LENGTH
<br />(SEE molt 1) S.
<br />M
<br />-�,PANI LENGTH
<br />EE NOTE 1)
<br />.1%ro.= 7
<br />vem, OMINAP
<br />0 now A.
<br />I
<br />501
<br />SON
<br />or 10
<br />OF IL
<br />MAY
<br />; OF-L
<br />q MAX
<br />VIC "Aff
<br />EL 00, Me a
<br />0 12 I1r 0C.
<br />2�x4* WOOD PLATE 2'.4' WOOD eLoK
<br />REOLLARM REWIRED
<br />2*.4" WOOD PLATE
<br />REQUIRED
<br />MN GED
<br />PENEMATION AT
<br />ANDWIDTH OF PLATE
<br />MID VIRGIN OF PLATE
<br />1/4'0 LAG 0
<br />V D.C. STAGGERED el
<br />UIATIM
<br />AT MOWUN OF PLATE
<br />DIRECT MOUNT
<br />WALE 3/8-t-
<br />-NNW INSTALLATION piREcT
<br />MOUNT NO
<br />�L� 199W
<br />INSTALLATION
<br />SCALE 3/8-1-
<br />SCALE 3/5-1*
<br />I OR ALTERNATIVES Be. 9W B, IOW ONLY VAUD FOR
<br />AI DESIGN �OADS UP TO +43.8, -48.0 p.s.f. AND
<br />N. TIL17
<br />UP 10 12 * -4
<br />F FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />P, SPECIFIC DENI OF 0.55 OR EOUAL.
<br />FLORNDA BUILDING CODE (High Velocliy Nu one Zoins)
<br />NOTE FOR COMaNAUM
<br />No. 416T
<br />.2020 ?LIM. 20 GAGE GAILVANIZED STEEL STORM PANEL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />a-. s
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />ls�q"-.
<br />11LIECO.
<br />4w &R 3, new
<br />AIL.
<br />-eeee.
<br />20-176
<br />Oftimse IIII
<br />Mello
<br />INSTALLATION DETAILS
<br />FOR OPTION f I FOR
<br />LIFE
<br />SAFETY STORM PANEL
<br />SYSTEM
<br />1/.-. Do SIGNERS 0 r ac, -/
<br />INTO EXISTING WOOD
<br />STRUCTURES
<br />T101 MI THRADED VEMENATION
<br />DUSTM 1000 HEADS
<br />EJ
<br />7,
<br />eDOO HEADS
<br />sm mur 2*
<br />-Down
<br />A -1
<br />ALTERNATIVE 2
<br />mI
<br />W/ SF
<br />12
<br />Dr. /I-)
<br />0 12 OC
<br />BE[ SCHEDULE
<br />ON SHM
<br />ran w
<br />SEPARATOR
<br />ED
<br />1
<br />E 0
<br />EQ[
<br />ED I
<br />I
<br />ED
<br />E11L
<br />REGARD)
<br />�001) PLATE
<br />ALTERNATIVE
<br />3
<br />ALTERNATIVE
<br />-4
<br />REDLOW
<br />0 9- W/ 1 1/2-
<br />on
<br />U" S� SLISHAO W/
<br />&& - 0 - oz. OR
<br />i/4--w mamaLmAlt n)JALE 0 OR ALTERNATIVE
<br />WOOD FRAME CONDITIONS
<br />& ANCHOR LOCATION
<br />P,Xuwn MAX q r mc / , , -
<br />ZDD
<br />wPm W
<br />WOAM PENEMPON 10 DMI
<br />m: SHUFFOR MOM NOT SHOWN MR CIAN'Tr
<br />WALL MOUNTING INSLLTIO
<br />ALTERNATIVE
<br />SI
<br />1
<br />No
<br />FLORIDA BUILDING CODE (Ilfigh VI Nu cone Zone)
<br />I ASTALLATIONS ARE ONLY VALID FOR BARAPAM WITH ASA DESIGN LOADS UP TO
<br />TR
<br />S. sl Of
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />+55.5. -72.0 pot AND PANELS LENGTH UP TO 8'-B'.
<br />GLOBAL PROTECTION PRODUCTS. UC.
<br />DATE
<br />I FOR PEW WOOD FRAME CONSTRUMM WOOD UPAKRS TO K SOUnCM
<br />PNE SPI DENSITY or am OR EIRIAL
<br />wo &w. 51
<br />"I ` A""
<br />NI 2. W/
<br />Itq
<br />it it
<br />�eae. I
<br />am
<br />C..XNI FM: M4)..
<br />20-176
<br />GA-OXI
<br />F09
<br />GAARNG
<br />am's or SIX
<br />C/)
<br />-0
<br />-cu
<br />>
<br />0
<br />C-
<br />CL
<br />0-
<br />0
<br />0
<br />Cu
<br />-0
<br />C
<br />:3
<br />-0
<br />0
<br />co
<br />0
<br />0
<br />-Cu
<br />-0
<br />ch
<br />0
<br />0
<br />m
<br />C=
<br />0
<br />0
<br />=-;
<br />CU
<br />LL
<br />"_
<br />0
<br />Cu
<br />>
<br />Ln
<br />U)
<br />-0
<br />a)
<br />Cn
<br />E
<br />L-
<br />CU
<br />2
<br />0-
<br />1E
<br />CU
<br />-0
<br />"o
<br />=
<br />-
<br />-4-
<br />C/)
<br />C:)-
<br /><
<br />z
<br />z
<br />w
<br />mi
<br />0
<br />0
<br />0
<br />CY)
<br />0-
<br />(14
<br />o-
<br />X
<br />cu
<br />-0
<br />C
<br />C\j X--
<br />CU
<br />0 M
<br />6
<br />-a
<br />C\I sz
<br />C
<br />a)
<br />w Q)
<br />-C
<br />0--c-
<br /><
<br />E
<br /><
<br />0
<br />0
<br />TV
<br />(1)
<br />LD
<br />a)
<br />>
<br />CC
<br />LL
<br />CL)
<br />0 0
<br />0 - Lu
<br />Cn
<br />CD
<br />Lu
<br />z
<br />z
<br />W
<br />C-
<br />Cn
<br />0
<br />L-
<br />0-
<br />CL
<br />SHEET NO.
<br />SH 1.1,
<br />
|