|
w � 1, a A .
<br />ON.W. -
<br />0
<br />pat sommuu,
<br />ON "". & 0)
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR ix_,64�
<br />SPUT PANELS ON
<br />x 0� RAINNER.
<br />�7 17
<br />MULLION
<br />2.
<br />IAN
<br />r c
<br />Coo, jt4t i I.
<br />__x
<br />- Hi
<br />MY
<br />QUAIL I
<br />NO
<br />�,666NI
<br />scoku ON .6 swm
<br />Ji/4-
<br />WIGN. `RNOGN
<br />T
<br />JM_j I �Mj J_�
<br />6 RUT 2 F
<br />I- MIJUJOIN 9" olff NULL
<br />Ta,
<br />2-
<br />ELEVATION SFCTKM Y_y Spur STORM PAN� ELIEVATION
<br />SCALE i/4--l- MAIL 2 SCALE soml I/u--I-
<br />ML ON
<br />CONOTIOW,
<br />WILLICIN WHEDULE
<br />r
<br />ong vanswu
<br />MULL 0"
<br />SPAN (ft)
<br />REQUIRED M..
<br />TUBE MULLION
<br />'At"INHH,
<br />No. 44187
<br />"-e
<br />2'. 3'. 11IF
<br />> .-s- It) 5--r
<br />2' 4'. 1/0'
<br />5*-B* To 8'-iv
<br />2'. V . I/r.
<br />4'. 1/4'
<br />W-W To It-W
<br />2" 4' . 1/8'
<br />PRESSURE WING
<br />SECTION I
<br />SCALE 3/1-1-
<br />NOTE: WLUW0rNr 'AN ALSO SE INSTALLEID W�O STORM PAIdus ON Top
<br />OR ON So THAT IT 6 LOCATED I TOP OR BOTTOM OF OPID"
<br />(ONE PANEL OPENW P/ TUBE TOP e sarrom)
<br />IN
<br />;W1.;.1 � A-171 �I III 11; " F�N I i'va
<br />NOTES
<br />1. INSTALLATIONS ARE ONLY VALID FOR BAALDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 p�s.f. AND PANEL'S LENGTH UP TO 8'-a'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL
<br />140TE FOR COMSMIM OF SECT
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />CONCRETE ANCHORS CONCRETE ANCHORS
<br />(SEE SCHEDULE ON-\ (SEE SCHEDULE OR--\
<br />SHEET 14) aw I.)
<br />_4� POURED CONCRETE I I
<br />POURED CONCRETE
<br />jaw
<br />"Comm
<br />SCHIVAL
<br />To
<br />FOR WK SIONIANTON
<br />TO CLAN
<br />I/r w
<br />$1w W. (CASE 1)
<br />70 a',
<br />($a GET /14
<br />(SEX GET 211
<br />I
<br />Oil-
<br />G
<br />POURED CONCRETE
<br />an CONCRETE
<br />BLOCK WALL
<br />INXILINNED
<br />e
<br />e
<br />CmNa k FLOW MOUNTING
<br />IMALLAnINI - ALUMHOWLAIIII LIM
<br />(SECTION AT TOP IS LIMED To +5"-67.0 MAX. SCALE' 1/4, 1*
<br />A.S.D. DESIGN PRESSURE RATING)
<br />� Thr_._:
<br />FLWR MOLINTM-
<br />- sEcnm "W
<br />WAL- 1/4- - I -
<br />CODE (111ah Velocitv Hurricane
<br />FUR CONCREIT ARCIOW $It SCHEDLILE ON SHM 14;
<br />SEE SECIM
<br />Z , , ON
<br />2/4. 20, 3/4 OR 4/4 2 & 1W/15 '21 W/'5
<br />I.
<br />LOCITION
<br />PAW")
<br />1/14
<br />ALTERNATE LOCATION
<br />ON LIFE SWETY PANEL L_
<br />W/hO Let SAFETY PANELS LOCATION OF LIFE (SEE NOW ISELOW)
<br />I.. REG PAW" W1 OR SAFETY PANEL
<br />W/o RED" TRACKS (SEE NOTE I
<br />L WILOW) LAP PANEL
<br />CONCRETE ANCHORS I/
<br />INSTALLED
<br />M SCHEIN" ON LIFE WET, PANEL OPENING SMALL
<br />SHM d) -CURED OO.CAm_ OPTION 01 FOR WEE W IT"F.'SK.P:r.LA/.Vj=
<br />CONCRETE PANEL (1) & (Ifi TO BE INSTALLED ON REMOVED FROM INSIDE
<br />OF SrRUCILNIE
<br />(SEE 9040M ON
<br />BMW I.) ELEVATION
<br />WALL idOUNnNG INSTALLATION WALL AN IMAILLATIO SCALE 3/.V*.i'
<br />SO,
<br />- SECDON I SCALE 3/0' SECTIOR 2 GAP
<br />NOTES ON INSTALLATION 11
<br />I LIFE SAFETY STORM :I. LOCATED AS AN END PANEL (FIRST OR LAST PANEL)
<br />OR AS AN INTIERIOR PANEL (ANY PANEL LOCATION IN BETWEN END PANELS). I=) PANELS I
<br />LIFE SAFETY PANELS MAY OR MAY NOT K INSTALLED AOAAIW TO QEOU-.AR PANELS '1�
<br />(W/ OR W/o REG" TRACKS.) SEE NOR I)
<br />2 LIFE L7 SECTION 8-1
<br />.� PANEL CONSISTS OF 04W GALVANIZED STEEL STO PANEL AS
<br />PER n . SHM 2 Of DRAIVINIG. SCALE 3/32--l'
<br />THIS ITSELF TO BE REVICIVED OR INSTALLED FROM THE NSIDE OF
<br />STRUCTURC
<br />AUJI10"
<br />K rO
<br />Tz
<br />AS PER SHEET 2 OF THIS DRAW1 "G,
<br />POWENT BE INSTALLED WALL OR FLOOR D FIX SECT04S I
<br />10
<br />2 ON THIS AS WELL, AS DETAILS I At 2 ON SHEET 4,
<br />4. VIOn. LENGTH %
<br />FOR
<br />MU. ANCHOR SPA= FOR C= f) ANCHORAGE AT WrOW CI
<br />SCHEDULES �& 2, SHEET 14.
<br />COMPONENT MAY BE PERMANENT OR REMOVABLE
<br />ot
<br />5 SEE DETAILS FOR INSTALLATION WO WOOD FRAME BUILDINGS ON SHEET 15�
<br />[ATE
<br />6 SEE SHEET 4 rOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALIATOW OF
<br />IQZ.
<br />oNk,-
<br />SPACERS AT TRACKS INSTALLED A044CENT AND BEYOND TO SrUCCO/W003 BANDS.
<br />mNk,-,u1I
<br />NEI
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LIENGTH "L" SCHIEDULE
<br />I -In nIt, - swumne'l."a _vvImm Am - - - I. - - . . . .,
<br />MAXIMUM A.S.D.
<br />To Or-
<br />=bN
<br />OF THIN
<br />55A -72A
<br />r-V OR Los
<br />1 1/4-
<br />UNSOLTM
<br />I THRU a & I
<br />.SLAL -710
<br />17'-S' TO W-48' M.
<br />2 3/�'
<br />LPOMWO
<br />I THIN.) 5 A 7
<br />.WO. -nQ
<br />a--Ir To 11--2-
<br />2 I/r
<br />Bar
<br />T 6Mcf,
<br />0, 0 k 10
<br />- SWITO W/ 1/416-20W SS, US & WNW A7 WORN k MUMIN OF PANEL
<br />t" WAY " "PaS 106 Q INSTALLADOWS AS PER SECTICHIS I "M 7. ON SNEEIS IL 8, 111
<br />m0WILA,
<br />orsa,
<br />PRESSURE
<br />WING (p. 0
<br />'Ummum mom stIom FOR, to - 3 'Ir
<br />0"Jemax To
<br />smad f a
<br />ANY COMINNATION
<br />OF Two.
<br />LENGTH! *L* OIL)
<br />TAPCON
<br />Cr Im-c"
<br />C"_.
<br />FAMILINVE FININUE a
<br />mommn:
<br />To -7
<br />CONCRETE,
<br />stm
<br />to CONWIT
<br />COMMIT
<br />mucc.
<br />to CONCREW
<br />TO
<br />towsm
<br />vLOQI`_
<br />IV CON,`011RE
<br />To
<br />CONCRETE
<br />BLOW
<br />To CONCRETE
<br />To
<br />BLOCK
<br />N/A
<br />or
<br />./A
<br />9'
<br />Av%
<br />S.
<br />NIN
<br />141A
<br />N/A
<br />4.
<br />Ir
<br />91
<br />r
<br />N/A
<br />WA
<br />N/A
<br />0,
<br />N/A
<br />1.
<br />"/A
<br />IF
<br />N/A
<br />2 (W)
<br />N/A
<br />%/A
<br />N/A
<br />r
<br />X/A
<br />5,
<br />N/A
<br />I IF
<br />k/A
<br />(NOTIONO
<br />.35.S. -72m
<br />IF
<br />41.
<br />N/A
<br />k/X
<br />I
<br />"/A
<br />W.
<br />NIA
<br />a
<br />r-5, CA LESS
<br />op LESS
<br />v
<br />N/A
<br />./A
<br />r
<br />IF
<br />61
<br />r
<br />r
<br />3 Imanow)
<br />W/A
<br />W/A
<br />%/A
<br />W/A
<br />1.
<br />k/A
<br />IV
<br />N/A
<br />IF
<br />1.
<br />ALAA
<br />4/4
<br />e
<br />1.
<br />1.
<br />a.
<br />N/A
<br />X/A
<br />It 1/2*
<br />6 /..
<br />I? I/r
<br />B I/.-
<br />a Ip-
<br />0 1/.-
<br />6 'le
<br />6 /..
<br />I I
<br />2111 SHEITS TO & I I MR AND'Im T`I`E a SANCING FOR INFOLLADOW INTO WOOD "WINE
<br />WIGAN ANCHOR SPACINGS AMD WINIM1111 ISICE DISTANCE AN 6=90 ON THIS SCHEDULE MR C.D. LESS
<br />THAN INDIGNDID M %*MU MUCE ANCHOR WRONG In WIAWLYINC SPACING SHOWN ON 904M." W
<br />106 FOLLOWING WTOW MR THIS OPIDUCON TO K POSSIBLE. RODUCES, SPACING 0111000 UNA 1ACTOP
<br />w4ki wo, a LIU "No, VORMUN, Iftemoo INDICATED M* Dow Now Trot AT Ambeft LMD&
<br />niom vot
<br />I.
<br />I iA I
<br />414k
<br />I 1 /11
<br />00,11-Off
<br />ANDHOR thdod,
<br />I
<br />1 3
<br />f 3
<br />1
<br />3
<br />F:7
<br />1
<br />I.
<br />:12
<br />MK IIAL Om m"m
<br />va,
<br />1A . SlIr LOW IWASS NUIDIIING
<br />-JOW S& N.3. 0 B 1/4* OX
<br />1
<br />12 Ip- 0. r WITH I I/r, W. rws#m
<br />HEADER fW ALL LENGTHS
<br />MORNING`
<br />E!f31
<br />ED
<br />L
<br />1/-' I.C. 3/0' LOW emu SUIHING,
<br />W/ './4.,.-2W- SLS, "L 0 6 '/.* DC
<br />IN LEM" I* TO 5'-W A. 6
<br />/. '0 gwo,
<br />r",
<br />i
<br />on 11;I-C IM=
<br />-wTH
<br />PANELAINTE PLUS 0 12 C I
<br />7�
<br />741"Um
<br />=.W- or Dngnw wm At
<br />PLATE FOR
<br />A1 LENGTHS Up To W-r IHN
<br />DIUM
<br />IAM
<br />fk�
<br />SCALE 3/6-1.
<br />NOTES:
<br />1. NSTAULATKM ARE ONLY VALID FOR BUILDINGS WITH &S.D, DESIGN LOADS
<br />UP To .55.5, -72,0 PSF AND PANWS LENGTH UP TO 8'-B*
<br />2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL
<br />5= FOR COMEIINATION OF SErTQNS;
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION . I
<br />4- - \_:1
<br />STUDS 0 EVERY
<br />OVERLAP
<br />(I W " )
<br />To QL
<br />INSTALLATION DETAILS FOR REGULAR PANELS(l)
<br />&
<br />INTO EXISTING WOOD STRUCTURES
<br />F
<br />EQ
<br />to
<br />L
<br />ED
<br />L
<br />r=.
<br />o0a, Now
<br />r4wum
<br />mea�
<br />ALTERNATME
<br />1W
<br />ALTERNATIVE
<br />WALE 3/11-1'
<br />SCALE 3/a.1-
<br />SEE SCHEDULE ON SHW
<br />MR HK sp%mnm
<br />TO MASS
<br />mv
<br />to
<br />Ell
<br />EQ1_
<br />coo
<br />ED
<br />ROMPED
<br />TS.
<br />WIND tro,
<br />ALTERMTM
<br />MK
<br />ALTOMTM
<br />r It
<br />SCALE 3/9-l'
<br />OIL=
<br />SCALE 3/8-1-
<br />IT ummujju�_
<br />IU&-rAj
<br />1 ATILAU
<br />COMMONS X
<br />NOTE : SHUTTER TRACKS
<br />CLAWN
<br />NOT SHOWN FOR
<br />IMPSM
<br />0 6 1111] It Len I., 1,117W.I.Loi; 1f1;w1j_T2q I'lew-141: 19111.11 31ww_j
<br />ALTERNATE
<br />LOCATION
<br />0-1 Sri At PANEL Isq
<br />STUDS 0
<br />OVERLAP
<br />C.)
<br />WZO_
<br />S/W Iwal (CASE
<br />y Mw. (CAN 1)
<br />1/4' SEE 11, SEE INTERIOR PANEL END PANEL
<br />OR ScHECIAt SCHEDULE
<br />#2 MR 12 FOR 3'
<br />MAN, ANCHOR Mm AXCHDR
<br />SPACING SPACING
<br />- I *-Jr Min.
<br />DETAIL 2 : FLOOR MIDWONG INSTALLATION (APPUCABLE To SCHEDULE 21
<br />SCALL, 3/ir . I*
<br />MAXIMUM AS-D URE RNTING (R.s.f.) AND CORRESPONDIN
<br />MAXIMUM PANEL LENGTH *Lm SCHEDULIE
<br />IAWUU" OLT To SECTIONS I A, I INDICATED EX-I.IELAWOLSIMLEWL
<br />WAXORAW &SA
<br />PRESSURE
<br />Rams
<br />UPON,
<br />a 0-90
<br />C"-VI
<br />"AtUief FWU 0
<br />PWNCANR RA
<br />WGUOVILE TO
<br />MAXWUM PANEL
<br />LENGTH %, (ft)
<br />70
<br />CONCRETE
<br />ID
<br />Com"Mom
<br />TO
<br />CONCRETE
<br />IV
<br />10
<br />it
<br />CONCRETE
<br />11LOCK
<br />To
<br />"I=,
<br />'a
<br />CIPIC111711
<br />SUOCK
<br />SEC1,04 Ii a
<br />- COMORO"
<br />or THEM
<br />N/A
<br />N/A
<br />N/A
<br />8,
<br />N/A
<br />r
<br />N/A
<br />1.
<br />N/A
<br />I * 2 CTOP)
<br />+55.D. -72.0
<br />1.
<br />1
<br />1
<br />1
<br />9.
<br />9.
<br />9.
<br />9.
<br />1
<br />'. _O. OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />'.
<br />N/A
<br />5.
<br />NIA
<br />W
<br />-1.
<br />N/A
<br />_(BOTTOM)
<br />1 6, 2 CTOP)
<br />-55.0 -72.0
<br />9.
<br />5'
<br />9'
<br />0'
<br />Q*
<br />7 112*
<br />9'
<br />S'
<br />9,
<br />9,
<br />-i _(W"0M)
<br />_a" To r-w
<br />WIA
<br />Wl�
<br />N/A
<br />S�A
<br />I*
<br />��A
<br />A
<br />I 'OP,
<br />7 '-6- TO 0-s'
<br />4"
<br />9,
<br />moVowum Azz
<br />DES"
<br />ORESSUNK
<br />My" t0
<br />ONE s (m It %w Is, nam vw Go "LID
<br />*K I cm a r me lop Or mpA
<br />APPLICABLE To
<br />OWIS f &
<br />kuy Coms"ATko,
<br />OF THEld
<br />MAWAUM PANEL
<br />LENGTH 'L* (k)
<br />LOV GWIN
<br />a"
<br />MIETI CIIN�
<br />3-
<br />TO
<br />WE
<br />.49.2 �W�5
<br />4 1/2, 4 1/2*
<br />2 (BOTTOM)
<br />7'-e OR LESS
<br />.52A -66-0
<br />3- 3*
<br />4' 4-
<br />2 (BOTTOM)
<br />r�6m OR LESS
<br />+55-0 -720
<br />2 1/2- 2 1/2'
<br />4- 3 1/2-
<br />2 (BOTTOM)
<br />7*-r OR LESS
<br />!��c
<br />-,
<br />2 1/2* 2 1/2'
<br />N/A T_N/A
<br />2 �M)
<br />-6* TO $--a-]
<br />jj�,�;o 2
<br />1 N/A N/A
<br />1 ; C )
<br />TO S--S-j
<br />W-V
<br />.3/1
<br />sm am is Im AmCHO%S Tft a ol"w MR goviLma INTO am 11AME BULDW
<br />WHARIN ANCHOR W*CINGS AM WININUII MWE INSTANCE AIE *NNWW ON INS SO4COML
<br />1-0 UM THAN NORCOW ON SCHEDULE == ANCHOR IDIA0016 BY MULTIFIL"O SPACING
<br />SHIY^ ON SO4IDLU By THE rQLLOWNC FACIORIL FOR THIS DPVVJM TO K POSSRUL
<br />RZOQCICD SPACING ONTAINED USING WIOR SHAU. NO SE LEN THAR W111" SPACING
<br />INDICATED MR LAC" ANCHOR TYPE Ar ANCHINS I=&
<br />00� Tft
<br />x. -
<br />Lm!
<br />I _.
<br />wm
<br />avu,smoNjam
<br />"opoulorm
<br />amuvI
<br />WIN. AM" WRONG (h4
<br />3
<br />3
<br />2 Ill
<br />--werNmacI �� G,)
<br />3
<br />3
<br />PA-4 0-16 Owd, $0
<br />3
<br />31/2
<br />Amm SO, em
<br />NAM
<br />_7 I/-
<br />2 11r
<br />3 'Ir
<br />Go
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHO
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS (1) & & INSTALLATIONS
<br />INTO EXMnNG CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(YAW ONLY MR PANELS (I)& Q MPOUA11M AS PER SEXTIONS I TMRU 10. ON SHIEETS 4. 5 111 0)
<br />WANNIAN
<br />wimm moon wvzm Pom La. - 3 Ilr -
<br />A.S.D. DESIGN
<br />UPCON
<br />or TAP -GRIP
<br />CAUN-01
<br />PANELMATE "NALL ID
<br />PANMAIATE PLUS
<br />IOUO sp
<br />To
<br />SECTIONS 0 &
<br />MAXWUM PANEL
<br />PRESSURE
<br />"ANG
<br />TO CONCRETE
<br />To
<br />CONCIRITE
<br />NoCK
<br />TO DOW"
<br />TO
<br />CONCRETE
<br />0=
<br />TO CONCRETE
<br />To
<br />WNCRM
<br />BLOCK
<br />TO CONCRETE
<br />To
<br />CONCRETE
<br />INACK
<br />TO CONCRETE
<br />To
<br />&.am
<br />To COMCNEVE
<br />To
<br />CONCRETE
<br />SLOON
<br />ANY 001,111mam
<br />OF THEM
<br />LENGTH "L* OIL)
<br />f.
<br />N/A
<br />FN/A
<br />N/A
<br />6,
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />I (TOP)
<br />6.
<br />4-
<br />N/A
<br />N/A
<br />4r
<br />6.
<br />Is.
<br />a'
<br />S,
<br />N/A
<br />NIA
<br />I (BOTTOM)
<br />s"
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />H/A
<br />2 (TOP)
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />1.
<br />N/A
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />*55.2% -7ZO
<br />WA
<br />W/A
<br />N/A
<br />6
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />3 & 4 (TOP)
<br />>r-S' TO g'-$'
<br />OR LESS
<br />6.
<br />4.
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />/A
<br />3 (WITO.)
<br />N/A
<br />N/A
<br />NIA
<br />6.
<br />N/A
<br />a,
<br />N/A
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />4'
<br />N/A
<br />N/A
<br />5.
<br />a.
<br />6"
<br />6'
<br />N/A
<br />N/A
<br />4 * 7 (BOTTOM)
<br />N/A
<br />12 1/2'
<br />6 1 4
<br />12 1 2
<br />a 1 4
<br />6 1 4
<br />6 1/4-
<br />6 1/4.
<br />6 1/4-
<br />W/A
<br />+50.0. -53-31
<br />N/A
<br />N/A
<br />1 12 1/2*
<br />1 6 1/4*
<br />12 �12'
<br />6 1/4*
<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)
<br />To 1j'-2-
<br />*55.0. -72LO
<br />N/A
<br />N/A
<br />6 1/4-
<br />W/A
<br />6 1/4-
<br />N/A
<br />6 1/4*
<br />1 1/4'
<br />6 1/4-
<br />6 1/4-
<br />N/A
<br />N/A
<br />6 (TOP/BMOM)
<br />>8'-8' TO 11'-2'
<br />N/A
<br />N/A
<br />N/A
<br />%/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4-
<br />IS 1/4-
<br />6 1/4
<br />6 1/4-
<br />a. 2, To (TOP)
<br />+43-5. -4"
<br />4.
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6,
<br />1 6 1/4*
<br />6 1/4-
<br />a (BOTTOM)
<br />OR LESS
<br />4-
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />G"
<br />1 /4*
<br />G 1/4-
<br />.
<br />9 (BOTTOM)
<br />1 2'-4' OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />I N/A
<br />N A t
<br />N/A
<br />"/A
<br />1 6 t/4*
<br />14'
<br />1 1/4-
<br />e 1/4'
<br />1 to ( wl�)]
<br />SEE SHEEM 10. IT AND It FOR ANCHORS TYK A W%CWC MR INSTALLATIONS WW MOD MRAME BUILDING.
<br />NNOWN ANCHOR SPACOM AND INNININ EDGE DISTANCE ARE INDICATED ON THIS SCJdDULF_ MR LO, LESS
<br />THAN MINCATO ON SCHEDULE REDUCE ANCHOR WMCING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY
<br />THE rOLLDWM FACTORS. Fft ?NO OPMTIOM TO Of POSPILL REDUCED SPACING OBL409D USING �ACIQP
<br />NOT BE LEM THAN mommum SPICING POWEv MR Embm AmCmoR WK AT Amcm= dumb.
<br />Amd"m rat
<br />Yed
<br />or=
<br />or UP-W
<br />- 1/4-.
<br />poaApu
<br />MIN" v
<br />1/41.
<br />Kv�
<br />"LUm
<br />�4.
<br />Ile.
<br />__jj
<br />a,-
<br />WL,-w
<br />MR, ANCHOR WRONG 01)
<br />3
<br />3
<br />3
<br />2,/2
<br />3
<br />3
<br />3
<br />3
<br />"/2
<br />f"=-
<br />3
<br />J,/2
<br />4
<br />AMM M OW 0080
<br />r A -C
<br />T 0 It
<br />I 'Ir
<br />F
<br />7-T
<br />-
<br />I
<br />to
<br />INSTALLATION
<br />INTO
<br />11�10 PAHELmATE PLUS
<br />DETAILS FOR
<br />REGULAR PANELS(j) &
<br />WOOD STRUCTURES
<br />U
<br />EXISTING
<br />T
<br />7�
<br />CC. W/ I 7jer
<br />PENETRATION To
<br />*am
<br />LvSTm WOOD HEADER
<br />OUSTINO WOOD HIADER
<br />DOSTING wow HEADER
<br />ev" 9" 0
<br />11 I/C Olt
<br />VAIR 10VD or
<br />6 Ile at,
<br />INUO
<br />a lie CC
<br />W000 HEADER
<br />REOUIRE117
<br />2"
<br />WhI.
<br />WOOD HEADER
<br />RECLAIMED
<br />SIX SCHEDULE am
<br />WEE SONEOLM ON
<br />SOL SCHEDULE ON
<br />SHM a
<br />MR IN."
<br />INVIT a
<br />I" Nw, SEPARATION
<br />94M a
<br />W. SEFARATION
<br />To QUISS.
<br />To CLASIL
<br />M GLASS,
<br />is
<br />WNW. PANS LENGTH
<br />(SEE NOTE 1)
<br />M.. PANEL Lamm
<br />(SEE NOTE 1)
<br />I/C-ININT' ILL
<br />A
<br />m_ PAWEL LENGTH
<br />NOTE 1)
<br />50%
<br />sox
<br />OF
<br />Or
<br />MAX
<br />OF
<br />MA),
<br />MAX
<br />3
<br />A"
<br />rAw WILD 0 ED.
<br />0 cc
<br />0
<br />6 Ile *t k
<br />Js
<br />12 I/r_ Ckc f I
<br />LAG SCRM
<br />q
<br />=1 1/2
<br />2-.4- WOOD MATE
<br />REQUIRED
<br />2.4' WOOD 'Lot
<br />TE.PIUS
<br />REQUIRED
<br />2".4' WOW
<br />RECIUM
<br />,
<br />PENEMPOIN AT
<br />0 C W/
<br />II0 It
<br />MIDNIVIN OF PLATE
<br />NO W" OF KATE
<br />1/4"s LAG SCREINS 0
<br />OF O.C. STAGGERED W/
<br />Lit-
<br />wk.
<br />PERETRATON
<br />DIP=
<br />WaW
<br />"MK
<br />AT MIDIRDTH OF PLATE
<br />AffffiTINAVIRVE!
<br />SCALF 3/3-1-
<br />DIRM MOUNT
<br />NWflr,,
<br />INSTALLATION DIRECT MOUNT
<br />NQ
<br />A60OFFMAJOW "10W
<br />INSTALLATION
<br />SCALE 3/8-t,
<br />SCALI: 3/1-1 ,
<br />11010�
<br />1. INSTALLATIONS FOR ALTERNATIVES 8W. OW & TOW ONLY VAUD FOR
<br />BUILDINGS WIN &S.D. DESIGN LOADS UP 10 +43A -48.0 p.s.f. AND
<br />PANEL'S LENGTH LIP TO 12 ' -4*
<br />2. FOR NEIN WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL
<br />TOP It CAN K
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION. I
<br />CODE With Volocitv Hurricane
<br />INSTALLATION DETAILS
<br />us sew" 0 r O'C' W/
<br />FOR OPTION j I FOR
<br />INTO EXISTING WOOD
<br />UFE SAFETY STORM PANEL
<br />STRUCTURES
<br />SYSTEM
<br />TO
<br />Fj
<br />J
<br />EO'
<br />emom Ell
<br />Z,
<br />STUD 0 12 If - I oz.
<br />ALTERNATIVE 2
<br />F. uvowvc
<br />Sa scmwuu
<br />ON Sw I.
<br />Ite Im,
<br />rm
<br />CLA"
<br />Eat
<br />ED
<br />I
<br />7
<br />to I
<br />ED
<br />ED
<br />ft1m
<br />PLOt
<br />ALTERNATIVE
<br />3
<br />ALTERWIVE -4
<br />t/2*
<br />an
<br />LONG, mm ftfimm; w/
<br />:/^G,4ff
<br />14'*-3&r 5� M3* 0 4* OIC OR
<br />ALTERNATIVE
<br />FRAME CONDITIONS
<br />A ANCHOR LOCATION
<br />93AM rEMALE 0 OP
<br />"`"tL"n PLUS 0 a' Of
<br />rAWAM FEWETWIGN TO E=Iwrow-
<br />WOOD
<br />SCIL& 3/r - I'
<br />ft-it
<br />HORE . 94MO TONONS NOT SHOWN FOR CLARITY
<br />WALL MOUNTIhO INSTALLATION
<br />ALTERNATIVE
<br />I
<br />310' 1'
<br />Z 7
<br />FLORIDA BL4LDING CODE (109h Velocity Hur *one Zone)
<br />Rome 1ILIT00. INC.
<br />I,-
<br />20 GAGE GALVAWZED STEEL STORM PANEL v%eN or..
<br />1, INSTALLATIONS, AGE ONLY VAUD FOR 91LAWDINGS WITH ASZ� DMON LOADS UP TO
<br />% �..
<br />07130/20,10
<br />+Sw% -72.0 W AND PANELS LENGTH LOP TO e'-dr.
<br />MOM MTECM PROLIMS. LLC.
<br />2 FOR NEW WOOD FXAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN,
<br />PDX No. 2. W/ VOCIFIC DENSITY Or GM OR COUAL
<br />... ..
<br />Hw so. 5 Smm
<br />GA*L R_ SmI.
<br />75 20-176
<br />O.t Xm,-AmTWf/We
<br />smofoI mft , PLL
<br />--nom. uo. j _10 1
<br />OWING -
<br />ww's or to
<br />c-
<br />W
<br />-CD
<br />>
<br />0
<br />CL
<br />CL
<br />C:
<br />0
<br />0
<br />co
<br />-0
<br />U)
<br />cp
<br />-cu
<br />2
<br />ICU
<br />0
<br />0
<br />=
<br />CU
<br />I,*-
<br />0
<br />ICU
<br />>
<br />,cn
<br />Cn
<br />-10
<br />a)
<br />Cn
<br />E
<br />"
<br />CU
<br />0
<br />0-
<br />C_
<br />ICU
<br />-0
<br />.10-
<br />a
<br />z
<br />z
<br />w
<br />C=
<br />C-1)
<br />C 4
<br />C14
<br />CC
<br />�f
<br />VIC
<br />3C
<br />CL
<br />E
<br />Cn
<br />W
<br />U)
<br />ICU
<br />m
<br />w
<br />z
<br />z
<br />SHEET NO.
<br />SH
<br />1.
<br />1
<br />
|