|
sm � 1.
<br />ft SIM 4 WALL AND FLQQR MPUNTINg INSTALLATION F-09
<br />� AMCWDft
<br />MCNEmm"
<br />SPUT PANELS
<br />r
<br />L AL
<br />JL
<br />-Nov.
<br />T_ mullm
<br />Wa - RON m"
<br />/4'
<br />"I'll"fli 4. ftq.
<br />EM OF WALL or-- C
<br />vpcok
<br />wwww r
<br />/4- -A-1 aluall HAM
<br />4 1 RON~
<br />MIN.
<br />0-
<br />ViW
<br />um
<br />DUML 1
<br />MAXIMUM A.S.D. DESIGN PRESSURE UJING AND CORRESPONDING M"IMUM ANCHOR
<br />SPMING SCHEDULE FOR REGULAR RM PANELS CI) A & INSTALLATIONS
<br />INTO EXISTING CONCRETE &
<br />(VALID ONLY FOR PAMELSO& @01STAIJAXIONS AS PER SECTIONS I THFU 10. ON S14EM 11, 5 & 6)
<br />WM" MMOM NAMN FOR M - 3 I/r -
<br />&SLD. OEM IAPm OF W-OW CALKw 1014UME FEMALE 0 PANEELVATE PKMMS APPLIONILE TO
<br />SECTIM IF a wmm Pmm
<br />PINSIDURE TO ANY commmem Lemorm -r oft')
<br />RATING To 10 To To TO 1
<br />70 CoNcom CONCRETE To COMICAM COMIC11,171C TO CONCRETE omom To CONCRETE Comallm TO Co"Cftn 0011CRER: TO OCINCREM CONCREFE OF 1HEM
<br />am BUICK a" M= a= "M
<br />1. NIA N/A N/A 1. N/A 61 N/A r N/A 1 N/A N/A I ctop)
<br />1. 4- N^ N/A a, r N/A NIA I (BOTTOM)
<br />11. N/A N/A N/A e S* N/A NIA N/A N/A 2 (TOP)
<br />or N/A N/A N/A r N/A S. N/A 1. MIA NIA N/A 2 (BOTTOM)
<br />56z' _1ZO S* N/A N/A N/A 1. N/A N/A 1. N/A N/A 14/A 3 & 4 (TOP) >r-S. TO W-.r
<br />OR LESS 6. 4' R/A N/A a, S* a. 9" N/A N/A 3 (BOTTOM)
<br />M/A N/A N/A 6. N/A N/A 1. N/A N/A N/A 7 (TOP)
<br />N/A N/A 1. 6. 6. 1. MIA N/A 4 & 7 (BOTTOM)
<br />N/A N/A 112 11/2- 01/4- 121/2- 6 1/4- 61/4- 61/4- 61/4- 1 61/4' N/A N/A 5 (TOP/BOTTOM)
<br />+50.0. -53.3 N/A N/A 12 1/2- 5 1/4- 121/2- 61/4- a 1/4- 6 1/4- 6 1/** 61/4- N/A N/A 6 (TOP/BOTTOM) >11i To il'-2*
<br />+55,0. -72.0 N/A N/A 61/4- N/A Sti N/A 6 1/4' 6 1/4- 6 1/4-_ 6 1/*- NIA N/A 6 (TOP/007TOM) >V--8* TO 11'-2-
<br />N/A N/A N/A N/A N/A N/A NIA N/A 6 1/4- 6 1/4' 6 1/4" a '/4- a. 9. 10 crop)
<br />+43.3. -41LO N/A N/A N/A N/A N/A N/A 1. 1. 6 1/4- 6 1/4-
<br />LIM Ltbl.
<br />Ir 1 4 N/A NIA N/A N/A N/A N/A 6 1/4* 6 1/4
<br />N/A oli
<br />N/A N/A N/A N/A N/A N/A N/A
<br />SEE SHWIS 10. 11 AND 12 FOR A404M TnPE A WACHS nAt OVALLALYM INTO wow FRANC BVLDM
<br />MWMUM MOM SPACOM AND MNAN WOE DISIAN" ARE SIDICIM ON TNS SCHEDULL FOR Lti� LOS
<br />THAN SWATO ON SCHMULK REM= ANCIDDA SPACW BY MMTPLVIND SPACN3 SHOWN ON SC�NXULE BT
<br />THE FIXILDWINg FACTORL FOR THE OPERATION TO K POSSIBLE RMXM SWI04 ORIMMED USING FACTIM
<br />SHALL NOT BE LESS THAN W"k SPACM INDICATO M EACH ANIC"Oft TYPE AT AM>Cft UAIND,
<br />1/'ve Ile. 11r. I/re 1/4. 1/41.
<br />V~ Or up-em allix-of SR)D-W
<br />5F
<br />3 1 3 1 3 1 3 1 3 31/2
<br />0)
<br />1 31/2
<br />PAWO 3 1 3 1 31/2 1 4 31/2 FLORIDA BUILDING CODE (Wigh Ve4accify Hu canit Zonli
<br />AMk I&A OW MOM IF A V T 0 it 0, 4167 ALTIM PC. Fp_
<br />20 GAGE GALVANIZED STEEL STORM PANEL mm MI.
<br />IS U/n/un
<br />GLOBAL PROTECTION PRODUCT% I.I.C. Alm
<br />2 1
<br />I ILIECO,NCI
<br />r 4= 51 sow
<br />lip
<br />fm 330114
<br />3 'Ir 20-176
<br />1 Atz %n.I.
<br />-I- Me OR -Am felt
<br />F079 'SHW I OF 29
<br />67
<br />FLLED III
<br />Yr
<br />4 v
<br />S%"i
<br />Rom DETAIL 2
<br />MUWON M34ED=
<br />INSTALLATIOhl DEMILS FOR REGULAR PANELSCD & a
<br />INIQ EXISTING WOOD STRUCTURES
<br />7T71�-77 7, T11r 1-1 T
<br />-10 PMO-MATE PLUS A4
<br />114 -to
<br />PLUS /=
<br />0; a Zw/ni THREADED POOMT" TO
<br />DUSYM WOOD HEADER IDUSM VXW HIAM
<br />T_
<br />OUSTIM0. WOW HEADER
<br />x
<br />F
<br />%A
<br />VMS=* I
<br />it 1/0
<br />a 1/. at
<br />WOOD HEADER t
<br />Rmw L
<br />wi RED
<br />SEE 2000ULE ON SIX SCHEDULE as
<br />SHEIT &
<br />smw a FOR me, SBVPXM 7F:
<br />FOR M.
<br />To GLAS&
<br />M- PANEL LENGTH M PANEL LENGTH U- PANEL LENM
<br />(Ii NOTE 1) (SEE NOTE 1) (SEE Nom 1)
<br />A
<br />sox
<br />501 OF V
<br />OF "L" OF 'V
<br />M!0" -.0
<br />w
<br />mrovjr f lyq 7
<br />WOW. .3w mown* I
<br />0 it 112^ O.C. cm
<br />a.
<br />L_ it
<br />r14' WOOD PM i p t 2
<br />PENETRATION AT
<br />.0
<br />MVNM" OF PLATE
<br />7"RDM PENETRATION a
<br />SCREW5
<br />MID WVM OF PLATE STAOCERED 9/
<br />1'"2 WIN.
<br />Ix TON
<br />DIRECT
<br />AT MOWIM OF PLATE
<br />ALTERNAM- BW DiKa mmw Ift MOUi INSTALLATION DIRECT MOUNT NG INSTALLATION
<br />SCALE 318.1- 1 ALT®RW 91mm
<br />SCALE 3/8-1- SCALE 3Aw*
<br />NOTES
<br />1. INSTALLATIONS FOR ALTERNATIVES OW, 9W IOW ONLY VAUD FOR I Iloilo
<br />BUILDINGS WITH XS.D. DESIGN LOADS 11 +43.8, -48.0 pm,f. AND
<br />PANECS LENGTH UP TO 12�-4'
<br />L FOR NEW WOOD FRAME CONSTRUCnOW WOW MEMBERS TO Of SOUTHERN %
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL FLORIDA BUILDINO OODE (fth Vei Ii one Zone)
<br />4 f.p.
<br />20 GAGE GALVANIZED STEEL STORM PANEL a"" ft.
<br />TOP & II;OFFOM MOUNTINGS CAN BE S GLOBAL PROTECTION
<br />COMBINED IN ANY WAY TO SUIT ANY K_iz IL ECO one. PRWUCTS, U.C.
<br />INSTALLATION. 41100 SIC, 51 SUMM
<br />I'LLIT er INKUHUDIH19 DRAL 111 =14
<br />(04)M-?U& IM (144)M-SM 20-176
<br />swu H, , 25
<br />wow A. TILUT VIAL
<br />Ram& ui 4 '7
<br />"Hum, a A 9)
<br />> �V-6- To 5�11` 2'. IV. I/w
<br />Move;
<br />V-41, TO 1151
<br />"Hum, a A 9)
<br />> �V-6- To 5�11` 2'. IV. I/w
<br />Move;
<br />V-41, TO 1151
<br />mum 6 ti, VISIT.
<br />Ir-10' TO 51-o' r. I/e
<br />SPAS V
<br />UP Mon", Ii %T.K.Nf ""'SURI RAIMG
<br />SECTION 1
<br />SCALE 3/8-1-
<br />NOTE, MULANDIN CAN OWM10
<br />V&PANELS ON 70P
<br />BOTMM St%,SE
<br />IT IS AT
<br />OR 90770M OF OPERM.
<br />(ONE PAIa OMM W1 TUBE TOP a WTTOW
<br />T_\ i, I a, OFF
<br />`lIet* -
<br />BUILD -low MOWMNG
<br />INSTALLATION - ALTMi I
<br />SCALE, 1/4' - 1'
<br />WALL III
<br />RMALLATION - ALTEPM&ThM 2W
<br />SCALE Ii - 11-
<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 PANECS LENGTH UP TO 8'-S",
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC Dli OF 0,55 OR EQUAL.
<br />TOP & BOTTOM MOUNTNGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />CONCRM ANCHORS
<br />(Sa SCHIMULE ON--,\
<br />SW 14)
<br />(SEE On.
<br />WALL MOUNTING
<br />RMALLATIO14 - hjMMM
<br />SCALE. 1/r - I*
<br />�-SEE ScHumum
<br />MR U%j" j
<br />TO am
<br />EVIRY A
<br />lIr o'Q
<br />No,,.
<br />In 2
<br />(Sm Deli A.
<br />colicAm mfoats _/
<br />ISM SCHEDUIA ON 'm , , >
<br />WW 14) Pomb, CONCRETE
<br />mmwn
<br />Di
<br />ow 14)
<br />WALL MOUbMNG IH3j&=1ON1 !MLL 0 FLOOR MOUNDIS INUALLATION
<br />SEMON I SCALE�� 3/8- - I- - SEC= SCAUi 3/6*
<br />NOTES ON URE W= SMM PANEL SYSTEM HIMAMUL;
<br />Y, UFE SAFETY STOW PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL)
<br />OR AS AM INTERIOR PX�L LOCATION IN BETWEEN voDRTNELs).P
<br />,�=FANEL
<br />LIFE SAFETY PANELS NOT BE INSTALLED ADJACENT TO CILAR AMELS
<br />(W/ OR W/O REMILAR TRACKS)
<br />2. LIFE PANEL CONSISTS OF" 0.039' GALVANIZED STEEL STORM PANEL AS
<br />PER C:OR4 SHEET 2 OF DRAWING.
<br />A3EMT,
<br />THIS ITSW TO BE ROA0WD OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE
<br />I LIFE SAFETY PAIU REQUIRES TOP TRACK TO BE COMPONENT (DIII, BOTTOM TRACK TO
<br />00i
<br />N. Tit
<br />THIS DRAWi
<br />4 . ........
<br />IiA
<br />k1F
<br />YAS
<br />M MDIT
<br />!SOM�PON OR FLOOR MOUNTED FOLLOWING SECTIONS I
<br />AS I & 2 ON SHEET 14.
<br />E 1114
<br />4. 1A,,. LENGTH FORAr" 6 S.-
<br />14- ANCHOR S NG FrCSIONIENTII)ANCHORACE AT BOTTOM m IWL. LIN
<br />SCl9i I It Z SHEET 14.
<br />COMPONEW4DWAY BE PERMANENT OR REMOMUE.
<br />S. SEE DETAILS FOR 11,19AULATION INTO WOOD FRANCE BU1,1311i ON SHEET 15.
<br />S. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTAUATMN OF
<br />di,
<br />SPACERS AT `TRi INSTALLED A[IMCENT AND BMW TO STUCCQ/WOOO 1101i
<br />V4141 unit
<br />ANDOM aft SCHICULE
<br />ow a &I) -
<br />ingearmanni SOON
<br />FLORIDA
<br />-1 IF
<br />CEILING A nWR 114011UNTING WALL & FLOOR MOUNTING
<br />IbIZALUMN - ALTERIMAME AW INSULLAWO - ALTIERHATIVE
<br />(SECTION AT TOP is umrrED To +w-i-erz mi WAV 1/4- 1-
<br />A.S.D. DESIGN PRESSURE RATING)
<br />WAL- 1/4- 1-
<br />F=R MOUNTING
<br />INSTALLATION =-NMM-40
<br />SCALE 1/4' - 1*
<br />L-WA 2/4. 24/4, 3/4 oR 4/4
<br />L-W1. 2: & 14W/15 Lpil-1, IW/115
<br />ALTE.I. LOCATION
<br />ON LVE SATETY PANEL i
<br />AM Wi LIFE SAM PANELS
<br />LOCAT)i LIFE Sol NOTE IBELOW)
<br />L.. FWJ2" PANELS W1 OR
<br />SAFETY PANEL
<br />W/O RED" TRACKS
<br />I
<br />= LAST PANEL F TOPOE: "ALLM ALIALIL
<br />In SmIm
<br />QPTIQN #1 FOR LJEE S6EETY
<br />OMM Al
<br />STQRM ALWAYS: 0
<br />P_TE
<br />�g
<br />PANEL (1) A (JA
<br />ELEVATION
<br />To .
<br />Of STIDJCTURE.
<br />SCALE 3/32'.1*
<br />CAP
<br />all,
<br />_A
<br />SEE tom I)
<br />SECTION 8-1
<br />SCALE 3/32--1-
<br />Hurrfcone
<br />MAXIMUM
<br />A.S.D. DESIGN
<br />MAXIMUM
<br />PRESSURE HaNG (p.a.f.) AND CORRESPONDING
<br />PANEL L09M 'i SCHEDULE
<br />C*M ONLY FOR
<br />&0 OWAIATOS 13 PER SECTIONS I THRU 10. ON SKM 4. It & 6)
<br />rj?
<br />TO CLASS am
<br />DIi .
<br />&M
<br />Im
<br />.55A -72A 'r-V
<br />OR LESS 21/4' umomm
<br />I THRU 5 a 7
<br />.S!kA _7" "1-51 TO li M� 2 3/4' UNINDLIED
<br />I THRU Is a 7
<br />+35A -72.0 vi To si�r w- a Ilr oftPO&Ww"
<br />a
<br />.4-411 -44.0 vz'�' OR Lm 31/2.
<br />9 * to
<br />MAXIMUM AAA
<br />Si W/ t/4'0-li SS 0 OVW AT Q~ At SIMENCIN OF AIINDL
<br />RE UJI (gsJ.) AND CORRESPONDING
<br />MAXIMUM
<br />ARMOR
<br />WAMNIG
<br />MEWLE FOR REGULAR MRM WELS (1) & & INSTAUMICINS
<br />ISM EXISTING CONCRM & COMEFE BLOCK STRUCTURES
<br />Wo ONLY FOR Pmas(D& @muumm As m scurims I Tom 7, ON stims 4 & 5)
<br />UkUW AA .
<br />MAUM AmcHo" VAC" m ED, - 3 11 -
<br />-mm
<br />CESON TAPM
<br />a vu-mp
<br />CNUK� PmNdUxmlm a ;708mn
<br />PRESSURE 10
<br />TO comomirm mc=gm
<br />TO commm ow"m
<br />to To
<br />To WCRM Coemom in wwwm cowcom To COMICAM
<br />warm v QL)
<br />OF IM
<br />ww '." w
<br />BUICK
<br />SL= Su=
<br />BLOCK
<br />N/A
<br />N/A N/A
<br />N/A
<br />RA
<br />I (Toi
<br />S'
<br />"/A NIA
<br />9* r
<br />r
<br />1 Sarrow)
<br />Ir MIA
<br />N/A N/A
<br />to. MIA N/A
<br />N/A
<br />2 (W)
<br />i N/A
<br />NIA li N/A w
<br />2 Doorraw
<br />+SILS� -72.0 1* X/A
<br />i MIA
<br />w W/A Ar
<br />MIA
<br />3 a 4 (Tal OR LOS
<br />OR
<br />A M/A
<br />W WA K/A
<br />6,
<br />S. 6 r
<br />6'
<br />3 (Sorrom)
<br />--;;7A
<br />R/A N/A
<br />Ir NiA or N/A
<br />S' 1.
<br />MIA N/A
<br />�121/r
<br />w Ir or
<br />N/A 'VIA
<br />a Ile
<br />12 1/2' a I/r it
<br />six nwm 10 a it FOR im 0 0
<br />MMUM AMC�ft VACM mmxa=MOA4=0: lmrwm MR LIX Lms
<br />THAN NOWIM ON SOMILIC RIDUCE APICHOR SYZM on MILIJIFLY104 VA04 SNIN&I ON SM40MULE In
<br />W FOLL� FMDRMIS FOR THIS OPIRAM TO SE POWAL AM= VACM OOMO HONG FACTOR
<br />Nor W UMS 11,1001 MkA" MOM 610"TO MR IACR ANCHOR IRK AT AMMA" UAID0.
<br />ofew Tot
<br />Ile. Ile.
<br />"VAMM
<br />�1/4�.t �1/4..
<br />3 3
<br />3 3
<br />13
<br />2'/2 j
<br />3 31/2
<br />FLORIDA BUILDING CODE (RIO Veloclify
<br />can* Zoroej
<br />J'/z
<br />No. 4167 1
<br />wm
<br />1101m NIL
<br />Mft LL fm mmm Nam
<br />20 GAGE GALVANIZED STEEL STORM PAN1i
<br />Dam ST,
<br />2
<br />OF
<br />GLOBAL PROTECTION PRODUM U.C.
<br />4M S.W. 3 SMW
<br />0
<br />fwD"[_. (N4)M-75W M-
<br />HIM. 471-1614
<br />20-176
<br />C4-mwlo
<br />T"A
<br />It XIT *_ PX1
<br />MM A OF U
<br />INSTALLATION DETAILS FOR REQULM PANELSCl) & B
<br />INTO EXISTING WOOD STRUCTURES
<br />t/4'0 LM; 90111301, 9 e
<br />4
<br />E0
<br />ED 7-
<br />ED EO[
<br />ALTERHATNE JW ALTERNATTIM 2W
<br />SCALE 3/li SCALE :5/8.1-
<br />SCHIDXU ON SHM a
<br />foe All. suvmrA"
<br />1%
<br />E
<br />ED IL
<br />EQ
<br />ED
<br />Z"7-* I'Lm
<br />WOOD "LX"L
<br />ALTERNATIVE 3W ALTERNATIVE
<br />SCALE 3/0-1- SCALE 3/15.1-
<br />GONE! MMFI
<br />HM_ - - I W-1 - I LImmus
<br />z S44TITER TRUCKS SHOWN FOR CL41MY
<br />. 5X LOW BRAM INISHING
<br />-204' S.S. V.S. 0 6 1/4" D.C.
<br />L LINGTHS UP 10 5, -W AND 6
<br />FOR LBOM UP TO w-lor is-
<br />10 PAINUMITT FEM" 10 ON
<br />, FILUS 11 12 112' M , WITH I
<br />to
<br />MRECT Bu!__
<br />JLLATION
<br />Afflullf'"RENLA&M UW
<br />SCALE 318-1.
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESION LOADIS
<br />UP To +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO W-13".
<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 BE
<br />COMBINED IN ANY WAY TO SLqT ANY
<br />INSTALLATION.
<br />I
<br />CODE
<br />� A.SA CF TAP-" PANDUATE FSWUE IS APPLKASLE
<br />DESCH SmTmm IT & MAXIMUM
<br />PRESSIM TO to TO
<br />"I'm TO CONCRM TO To commNam LDISTH V (m)
<br />"We"N'T" 4111111 OF Tift
<br />INIM f-1.1 COMORM SLOCK CONCRETE KM at= Stio
<br />A N/A N/A Ir N/A S' A � 11- N/A 1 & 2 (TOP)
<br />+55.0, -72,0 1. 9. 9 1. 1 (Wmw) V-O* OR LESS
<br />+5$.Q -72.0 NA N/A 1/1 1. N/A v N/A 6. N/A I & 2 1 TO 71-r
<br />5* 1. S. 9* 7 1/2' a' 9. 1. 1. 1 (BOTTOM)
<br />+55.0 -72,0 N/A N/A N/A 0' N/A a" FT 6' N/A I a 2 (TOP)
<br />I , - H_ _Ir TO li
<br />aia Ali
<br />i
<br />STUD3 0 EVU
<br />OVERLI
<br />wzO'C
<br />FANt
<br />5/0' wl loksc 1)
<br />3- W. (CASE 0)
<br />JoMSAWo &EIL WIMW$WV.FYAMIWOF&VM CAMOMW*rktk"MWWMCM ME TO 11 PANEL
<br />OEM TAPCON i IN kNif CO TIOP LENGTH V
<br />PRISSURE
<br />Or THEM
<br />_mmik.i
<br />+49,2 -614
<br />4 1 2 (BOTTOM) r-e" OR LESS
<br />+52,8 -0.0
<br />3' 41 2 (BOTTOM) 7--a- OR
<br />4' LESS
<br />+55.0 -72.0 2 1/2-
<br />2 1/2- 4' 3 I/r 2 (BOTTOM) r-111- OR LESS
<br />t5S.O _7ZO 2 1/2- 2 1/2- N/A N/A 2 (BOTTOIA) >7'-S- TO 80:
<br />1+55.0 -72,01 N/A N/A 1 31 3- 1 2 (BOTTOM) p7'-O" TO W-S'
<br />ALTERNATE
<br />tOCATiON
<br />AT END PAWL
<br />0
<br />I/V Sm I't Su lit -INTERIOR PANEL -END PANEL
<br />-"'. I . 'CA L.,
<br />M.. ANCHOR
<br />3
<br />DETAIL 2 : FUN ING INSTAUaO (APPLICABLE TO SCHEDULIE 2
<br />SCALE. 3/16' 1*
<br />MAXIMUM A.S.D. DESIGN IIG (R.a.f.) AND ORRESPObIDING
<br />MAXIMUM PANEL LENGTH "i SCIJEDULE
<br />ji ONLY TO SECTIONS I A 2 INNICATED
<br />STI
<br />(I
<br />TO
<br />ASIA
<br />pf4eskm 1
<br />'WI I . .. I
<br />10 PAU
<br />r-r 2 me
<br />SM SHOT 15 FOR ANCIM INK & SPACING FOR INSIALLATIMIS KM W= FMK SULD010.
<br />VDWM ANCNDR SPAC04S NO MINIMAN WK DISIANCE ARE $MD100M all INIS SCIMMULf- FOR
<br />ED LESS TWX WANICATIM ON SOMAX fIDDU1" MOM M&M BY MULTIPLYINQ VACINC
<br />00" ON SONICIULE BY THE FOUAMM FACTUI& f" THS OPOWM TO K POO�
<br />RMM SPACING OW" USING FACTOR SIOLL XCIT BE LESS THAN MMWM SPACING
<br />INDINI'm MR 1ACH ANCI'm TYPE a moon LIMEND
<br />momim 11'Ve I Ile. I t/4. 11 1/4,
<br />W�W' a I =mT "i � I
<br />w mcm SWVM 0') 3 3 3 3 21/2
<br />1i 01 3 1 3 1 3 3 3
<br />1 3 1 31/2 3 'jo,
<br />-1i
<br />a)
<br />-00 (3) -4-0
<br />> 0
<br />0 =3
<br />_0
<br />a)
<br />a) c)_ ci 2
<br />= M -0 Q- .
<br />a) a)
<br />CIO
<br />a)
<br />c: 2 a)
<br />0 5_ 3:
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<br /><
<br />INSTALLATION DETAU FOR OPTION If I EQR UEE Si STORM PANEL SYSIEM
<br />INTO EXISTING WOOD $TRUCIURES
<br />10 Sw
<br />cn
<br />7'
<br />c
<br />EO�
<br />4D
<br />cu
<br />>
<br />0
<br />STO 0 12 Mar_
<br />ALIERNATIVE I
<br />I'v"',
<br />0.
<br />SCHEDULE
<br />_m 9`w 14
<br />MR". -,(D
<br />Sm4A§Tm
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<br />ED I
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<br />REQU=
<br />cu
<br />8 cw, ALIERNATIVE ALTERNATIVE 4 0
<br />IS 0 r or_ W/ I lIr C/)
<br />Llft�Rx= OR
<br />0 ca
<br />i/,r�20 PngUVX JIMME 0 OR E WOOD FRAME CONDITION$ & ANCHOR LOCATION
<br />;= PLUS a r DIM w/ I lZor, swm ve - I,
<br />PLATE PORTIMMON TO EXISTING "M : SHUTTER T1b%M HOT S"XIM M CLAN" co
<br />WALL MOUNTING INSIALLA110 oo# ,Iloolo#M
<br />T
<br />ALIERNATIVE I Lu
<br />$ME- 3/8' 1- m
<br />7 FLORIDA BUILDING CODE (Wgh Volloctly Hu oclout Zone)
<br />em TILTS00. W_ rp.
<br />0: 20 CAM GALVANIZED STEEL STORM PANEL ORION W.
<br />1� INSTALLATICNILL ARE 07/^am
<br />'MY Lacs UP To
<br />pl=FDR SUILDINKIS WITH A.S.D, DESNIN 111LIEC0,1111111- GLOBAL PROTECTION
<br />U30M UP TO al-oli
<br />+351, -no Plot PROUCTS, U.C. ClIt.
<br />wm To RE 1 40410 5,11, 51 S"W z
<br />z I" "T W ft MR sourt4i
<br />0A5,0111 EQUAL. tw)= 3m.
<br />Hill 110 4 W)MM-M,
<br />pm N. 2,T/ WOMOF 0000 20-176 <
<br />P1. CA-Wwig Camm �- _j
<br />Ste" 13,w
<br />SHEET NO.
<br />SH 1.1
<br />=am
<br />vm Nouri f1fQ;Jm W.
<br />Sm Vt) TL= MULUO14 -
<br />2" . a* . 1/8"
<br />. 5X LOW BRAM INISHING
<br />-204' S.S. V.S. 0 6 1/4" D.C.
<br />L LINGTHS UP 10 5, -W AND 6
<br />FOR LBOM UP TO w-lor is-
<br />10 PAINUMITT FEM" 10 ON
<br />, FILUS 11 12 112' M , WITH I
<br />to
<br />MRECT Bu!__
<br />JLLATION
<br />Afflullf'"RENLA&M UW
<br />SCALE 318-1.
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESION LOADIS
<br />UP To +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO W-13".
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SLqT ANY
<br />INSTALLATION.
<br />I
<br />CODE
<br />� A.SA CF TAP-" PANDUATE FSWUE IS APPLKASLE
<br />DESCH SmTmm IT & MAXIMUM
<br />PRESSIM TO to TO
<br />"I'm TO CONCRM TO To commNam LDISTH V (m)
<br />"We"N'T" 4111111 OF Tift
<br />INIM f-1.1 COMORM SLOCK CONCRETE KM at= Stio
<br />A N/A N/A Ir N/A S' A � 11- N/A 1 & 2 (TOP)
<br />+55.0, -72,0 1. 9. 9 1. 1 (Wmw) V-O* OR LESS
<br />+5$.Q -72.0 NA N/A 1/1 1. N/A v N/A 6. N/A I & 2 1 TO 71-r
<br />5* 1. S. 9* 7 1/2' a' 9. 1. 1. 1 (BOTTOM)
<br />+55.0 -72,0 N/A N/A N/A 0' N/A a" FT 6' N/A I a 2 (TOP)
<br />I , - H_ _Ir TO li
<br />aia Ali
<br />i
<br />STUD3 0 EVU
<br />OVERLI
<br />wzO'C
<br />FANt
<br />5/0' wl loksc 1)
<br />3- W. (CASE 0)
<br />JoMSAWo &EIL WIMW$WV.FYAMIWOF&VM CAMOMW*rktk"MWWMCM ME TO 11 PANEL
<br />OEM TAPCON i IN kNif CO TIOP LENGTH V
<br />PRISSURE
<br />Or THEM
<br />_mmik.i
<br />+49,2 -614
<br />4 1 2 (BOTTOM) r-e" OR LESS
<br />+52,8 -0.0
<br />3' 41 2 (BOTTOM) 7--a- OR
<br />4' LESS
<br />+55.0 -72.0 2 1/2-
<br />2 1/2- 4' 3 I/r 2 (BOTTOM) r-111- OR LESS
<br />t5S.O _7ZO 2 1/2- 2 1/2- N/A N/A 2 (BOTTOIA) >7'-S- TO 80:
<br />1+55.0 -72,01 N/A N/A 1 31 3- 1 2 (BOTTOM) p7'-O" TO W-S'
<br />ALTERNATE
<br />tOCATiON
<br />AT END PAWL
<br />0
<br />I/V Sm I't Su lit -INTERIOR PANEL -END PANEL
<br />-"'. I . 'CA L.,
<br />M.. ANCHOR
<br />3
<br />DETAIL 2 : FUN ING INSTAUaO (APPLICABLE TO SCHEDULIE 2
<br />SCALE. 3/16' 1*
<br />MAXIMUM A.S.D. DESIGN IIG (R.a.f.) AND ORRESPObIDING
<br />MAXIMUM PANEL LENGTH "i SCIJEDULE
<br />ji ONLY TO SECTIONS I A 2 INNICATED
<br />STI
<br />(I
<br />TO
<br />ASIA
<br />pf4eskm 1
<br />'WI I . .. I
<br />10 PAU
<br />r-r 2 me
<br />SM SHOT 15 FOR ANCIM INK & SPACING FOR INSIALLATIMIS KM W= FMK SULD010.
<br />VDWM ANCNDR SPAC04S NO MINIMAN WK DISIANCE ARE $MD100M all INIS SCIMMULf- FOR
<br />ED LESS TWX WANICATIM ON SOMAX fIDDU1" MOM M&M BY MULTIPLYINQ VACINC
<br />00" ON SONICIULE BY THE FOUAMM FACTUI& f" THS OPOWM TO K POO�
<br />RMM SPACING OW" USING FACTOR SIOLL XCIT BE LESS THAN MMWM SPACING
<br />INDINI'm MR 1ACH ANCI'm TYPE a moon LIMEND
<br />momim 11'Ve I Ile. I t/4. 11 1/4,
<br />W�W' a I =mT "i � I
<br />w mcm SWVM 0') 3 3 3 3 21/2
<br />1i 01 3 1 3 1 3 3 3
<br />1 3 1 31/2 3 'jo,
<br />-1i
<br />a)
<br />-00 (3) -4-0
<br />> 0
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<br /><
<br />INSTALLATION DETAU FOR OPTION If I EQR UEE Si STORM PANEL SYSIEM
<br />INTO EXISTING WOOD $TRUCIURES
<br />10 Sw
<br />cn
<br />7'
<br />c
<br />EO�
<br />4D
<br />cu
<br />>
<br />0
<br />STO 0 12 Mar_
<br />ALIERNATIVE I
<br />I'v"',
<br />0.
<br />SCHEDULE
<br />_m 9`w 14
<br />MR". -,(D
<br />Sm4A§Tm
<br />EO EO
<br />ED I
<br />fa DO
<br />REQU=
<br />cu
<br />8 cw, ALIERNATIVE ALTERNATIVE 4 0
<br />IS 0 r or_ W/ I lIr C/)
<br />Llft�Rx= OR
<br />0 ca
<br />i/,r�20 PngUVX JIMME 0 OR E WOOD FRAME CONDITION$ & ANCHOR LOCATION
<br />;= PLUS a r DIM w/ I lZor, swm ve - I,
<br />PLATE PORTIMMON TO EXISTING "M : SHUTTER T1b%M HOT S"XIM M CLAN" co
<br />WALL MOUNTING INSIALLA110 oo# ,Iloolo#M
<br />T
<br />ALIERNATIVE I Lu
<br />$ME- 3/8' 1- m
<br />7 FLORIDA BUILDING CODE (Wgh Volloctly Hu oclout Zone)
<br />em TILTS00. W_ rp.
<br />0: 20 CAM GALVANIZED STEEL STORM PANEL ORION W.
<br />1� INSTALLATICNILL ARE 07/^am
<br />'MY Lacs UP To
<br />pl=FDR SUILDINKIS WITH A.S.D, DESNIN 111LIEC0,1111111- GLOBAL PROTECTION
<br />U30M UP TO al-oli
<br />+351, -no Plot PROUCTS, U.C. ClIt.
<br />wm To RE 1 40410 5,11, 51 S"W z
<br />z I" "T W ft MR sourt4i
<br />0A5,0111 EQUAL. tw)= 3m.
<br />Hill 110 4 W)MM-M,
<br />pm N. 2,T/ WOMOF 0000 20-176 <
<br />P1. CA-Wwig Camm �- _j
<br />Ste" 13,w
<br />SHEET NO.
<br />SH 1.1
<br />=am
<br />vm Nouri f1fQ;Jm W.
<br />Sm Vt) TL= MULUO14 -
<br />2" . a* . 1/8"
<br />� A.SA CF TAP-" PANDUATE FSWUE IS APPLKASLE
<br />DESCH SmTmm IT & MAXIMUM
<br />PRESSIM TO to TO
<br />"I'm TO CONCRM TO To commNam LDISTH V (m)
<br />"We"N'T" 4111111 OF Tift
<br />INIM f-1.1 COMORM SLOCK CONCRETE KM at= Stio
<br />A N/A N/A Ir N/A S' A � 11- N/A 1 & 2 (TOP)
<br />+55.0, -72,0 1. 9. 9 1. 1 (Wmw) V-O* OR LESS
<br />+5$.Q -72.0 NA N/A 1/1 1. N/A v N/A 6. N/A I & 2 1 TO 71-r
<br />5* 1. S. 9* 7 1/2' a' 9. 1. 1. 1 (BOTTOM)
<br />+55.0 -72,0 N/A N/A N/A 0' N/A a" FT 6' N/A I a 2 (TOP)
<br />I , - H_ _Ir TO li
<br />aia Ali
<br />i
<br />STUD3 0 EVU
<br />OVERLI
<br />wzO'C
<br />FANt
<br />5/0' wl loksc 1)
<br />3- W. (CASE 0)
<br />JoMSAWo &EIL WIMW$WV.FYAMIWOF&VM CAMOMW*rktk"MWWMCM ME TO 11 PANEL
<br />OEM TAPCON i IN kNif CO TIOP LENGTH V
<br />PRISSURE
<br />Or THEM
<br />_mmik.i
<br />+49,2 -614
<br />4 1 2 (BOTTOM) r-e" OR LESS
<br />+52,8 -0.0
<br />3' 41 2 (BOTTOM) 7--a- OR
<br />4' LESS
<br />+55.0 -72.0 2 1/2-
<br />2 1/2- 4' 3 I/r 2 (BOTTOM) r-111- OR LESS
<br />t5S.O _7ZO 2 1/2- 2 1/2- N/A N/A 2 (BOTTOIA) >7'-S- TO 80:
<br />1+55.0 -72,01 N/A N/A 1 31 3- 1 2 (BOTTOM) p7'-O" TO W-S'
<br />ALTERNATE
<br />tOCATiON
<br />AT END PAWL
<br />0
<br />I/V Sm I't Su lit -INTERIOR PANEL -END PANEL
<br />-"'. I . 'CA L.,
<br />M.. ANCHOR
<br />3
<br />DETAIL 2 : FUN ING INSTAUaO (APPLICABLE TO SCHEDULIE 2
<br />SCALE. 3/16' 1*
<br />MAXIMUM A.S.D. DESIGN IIG (R.a.f.) AND ORRESPObIDING
<br />MAXIMUM PANEL LENGTH "i SCIJEDULE
<br />ji ONLY TO SECTIONS I A 2 INNICATED
<br />STI
<br />(I
<br />TO
<br />ASIA
<br />pf4eskm 1
<br />'WI I . .. I
<br />10 PAU
<br />r-r 2 me
<br />SM SHOT 15 FOR ANCIM INK & SPACING FOR INSIALLATIMIS KM W= FMK SULD010.
<br />VDWM ANCNDR SPAC04S NO MINIMAN WK DISIANCE ARE $MD100M all INIS SCIMMULf- FOR
<br />ED LESS TWX WANICATIM ON SOMAX fIDDU1" MOM M&M BY MULTIPLYINQ VACINC
<br />00" ON SONICIULE BY THE FOUAMM FACTUI& f" THS OPOWM TO K POO�
<br />RMM SPACING OW" USING FACTOR SIOLL XCIT BE LESS THAN MMWM SPACING
<br />INDINI'm MR 1ACH ANCI'm TYPE a moon LIMEND
<br />momim 11'Ve I Ile. I t/4. 11 1/4,
<br />W�W' a I =mT "i � I
<br />w mcm SWVM 0') 3 3 3 3 21/2
<br />1i 01 3 1 3 1 3 3 3
<br />1 3 1 31/2 3 'jo,
<br />-1i
<br />a)
<br />-00 (3) -4-0
<br />> 0
<br />0 =3
<br />_0
<br />a)
<br />a) c)_ ci 2
<br />= M -0 Q- .
<br />a) a)
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<br />c:
<br />0
<br />2 2
<br />U)
<br />0 <
<br />W
<br /><
<br />INSTALLATION DETAU FOR OPTION If I EQR UEE Si STORM PANEL SYSIEM
<br />INTO EXISTING WOOD $TRUCIURES
<br />10 Sw
<br />cn
<br />7'
<br />c
<br />EO�
<br />4D
<br />cu
<br />>
<br />0
<br />STO 0 12 Mar_
<br />ALIERNATIVE I
<br />I'v"',
<br />0.
<br />SCHEDULE
<br />_m 9`w 14
<br />MR". -,(D
<br />Sm4A§Tm
<br />EO EO
<br />ED I
<br />fa DO
<br />REQU=
<br />cu
<br />8 cw, ALIERNATIVE ALTERNATIVE 4 0
<br />IS 0 r or_ W/ I lIr C/)
<br />Llft�Rx= OR
<br />0 ca
<br />i/,r�20 PngUVX JIMME 0 OR E WOOD FRAME CONDITION$ & ANCHOR LOCATION
<br />;= PLUS a r DIM w/ I lZor, swm ve - I,
<br />PLATE PORTIMMON TO EXISTING "M : SHUTTER T1b%M HOT S"XIM M CLAN" co
<br />WALL MOUNTING INSIALLA110 oo# ,Iloolo#M
<br />T
<br />ALIERNATIVE I Lu
<br />$ME- 3/8' 1- m
<br />7 FLORIDA BUILDING CODE (Wgh Volloctly Hu oclout Zone)
<br />em TILTS00. W_ rp.
<br />0: 20 CAM GALVANIZED STEEL STORM PANEL ORION W.
<br />1� INSTALLATICNILL ARE 07/^am
<br />'MY Lacs UP To
<br />pl=FDR SUILDINKIS WITH A.S.D, DESNIN 111LIEC0,1111111- GLOBAL PROTECTION
<br />U30M UP TO al-oli
<br />+351, -no Plot PROUCTS, U.C. ClIt.
<br />wm To RE 1 40410 5,11, 51 S"W z
<br />z I" "T W ft MR sourt4i
<br />0A5,0111 EQUAL. tw)= 3m.
<br />Hill 110 4 W)MM-M,
<br />pm N. 2,T/ WOMOF 0000 20-176 <
<br />P1. CA-Wwig Camm �- _j
<br />Ste" 13,w
<br />SHEET NO.
<br />SH 1.1
<br />=am
<br />vm Nouri f1fQ;Jm W.
<br />Sm Vt) TL= MULUO14 -
<br />2" . a* . 1/8"
<br />ALTERNATE
<br />tOCATiON
<br />AT END PAWL
<br />0
<br />I/V Sm I't Su lit -INTERIOR PANEL -END PANEL
<br />-"'. I . 'CA L.,
<br />M.. ANCHOR
<br />3
<br />DETAIL 2 : FUN ING INSTAUaO (APPLICABLE TO SCHEDULIE 2
<br />SCALE. 3/16' 1*
<br />MAXIMUM A.S.D. DESIGN IIG (R.a.f.) AND ORRESPObIDING
<br />MAXIMUM PANEL LENGTH "i SCIJEDULE
<br />ji ONLY TO SECTIONS I A 2 INNICATED
<br />STI
<br />(I
<br />TO
<br />ASIA
<br />pf4eskm 1
<br />'WI I . .. I
<br />10 PAU
<br />r-r 2 me
<br />SM SHOT 15 FOR ANCIM INK & SPACING FOR INSIALLATIMIS KM W= FMK SULD010.
<br />VDWM ANCNDR SPAC04S NO MINIMAN WK DISIANCE ARE $MD100M all INIS SCIMMULf- FOR
<br />ED LESS TWX WANICATIM ON SOMAX fIDDU1" MOM M&M BY MULTIPLYINQ VACINC
<br />00" ON SONICIULE BY THE FOUAMM FACTUI& f" THS OPOWM TO K POO�
<br />RMM SPACING OW" USING FACTOR SIOLL XCIT BE LESS THAN MMWM SPACING
<br />INDINI'm MR 1ACH ANCI'm TYPE a moon LIMEND
<br />momim 11'Ve I Ile. I t/4. 11 1/4,
<br />W�W' a I =mT "i � I
<br />w mcm SWVM 0') 3 3 3 3 21/2
<br />1i 01 3 1 3 1 3 3 3
<br />1 3 1 31/2 3 'jo,
<br />-1i
<br />a)
<br />-00 (3) -4-0
<br />> 0
<br />0 =3
<br />_0
<br />a)
<br />a) c)_ ci 2
<br />= M -0 Q- .
<br />a) a)
<br />CIO
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<br />0 5_ 3:
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<br />0
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<br />U)
<br />0 <
<br />W
<br /><
<br />INSTALLATION DETAU FOR OPTION If I EQR UEE Si STORM PANEL SYSIEM
<br />INTO EXISTING WOOD $TRUCIURES
<br />10 Sw
<br />cn
<br />7'
<br />c
<br />EO�
<br />4D
<br />cu
<br />>
<br />0
<br />STO 0 12 Mar_
<br />ALIERNATIVE I
<br />I'v"',
<br />0.
<br />SCHEDULE
<br />_m 9`w 14
<br />MR". -,(D
<br />Sm4A§Tm
<br />EO EO
<br />ED I
<br />fa DO
<br />REQU=
<br />cu
<br />8 cw, ALIERNATIVE ALTERNATIVE 4 0
<br />IS 0 r or_ W/ I lIr C/)
<br />Llft�Rx= OR
<br />0 ca
<br />i/,r�20 PngUVX JIMME 0 OR E WOOD FRAME CONDITION$ & ANCHOR LOCATION
<br />;= PLUS a r DIM w/ I lZor, swm ve - I,
<br />PLATE PORTIMMON TO EXISTING "M : SHUTTER T1b%M HOT S"XIM M CLAN" co
<br />WALL MOUNTING INSIALLA110 oo# ,Iloolo#M
<br />T
<br />ALIERNATIVE I Lu
<br />$ME- 3/8' 1- m
<br />7 FLORIDA BUILDING CODE (Wgh Volloctly Hu oclout Zone)
<br />em TILTS00. W_ rp.
<br />0: 20 CAM GALVANIZED STEEL STORM PANEL ORION W.
<br />1� INSTALLATICNILL ARE 07/^am
<br />'MY Lacs UP To
<br />pl=FDR SUILDINKIS WITH A.S.D, DESNIN 111LIEC0,1111111- GLOBAL PROTECTION
<br />U30M UP TO al-oli
<br />+351, -no Plot PROUCTS, U.C. ClIt.
<br />wm To RE 1 40410 5,11, 51 S"W z
<br />z I" "T W ft MR sourt4i
<br />0A5,0111 EQUAL. tw)= 3m.
<br />Hill 110 4 W)MM-M,
<br />pm N. 2,T/ WOMOF 0000 20-176 <
<br />P1. CA-Wwig Camm �- _j
<br />Ste" 13,w
<br />SHEET NO.
<br />SH 1.1
<br />=am
<br />vm Nouri f1fQ;Jm W.
<br />Sm Vt) TL= MULUO14 -
<br />2" . a* . 1/8"
<br />0
<br />I/V Sm I't Su lit -INTERIOR PANEL -END PANEL
<br />-"'. I . 'CA L.,
<br />M.. ANCHOR
<br />3
<br />DETAIL 2 : FUN ING INSTAUaO (APPLICABLE TO SCHEDULIE 2
<br />SCALE. 3/16' 1*
<br />MAXIMUM A.S.D. DESIGN IIG (R.a.f.) AND ORRESPObIDING
<br />MAXIMUM PANEL LENGTH "i SCIJEDULE
<br />ji ONLY TO SECTIONS I A 2 INNICATED
<br />STI
<br />(I
<br />TO
<br />ASIA
<br />pf4eskm 1
<br />'WI I . .. I
<br />10 PAU
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