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<br />ON
<br />c,oMool'it ANCHIMS
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<br />UK OF 111-14 DITAL 2
<br />MULLION SICNEWLE
<br />M_ MULLION
<br />(FL) •
<br />REDUM Mk%
<br />TUK WALM -
<br />-W"
<br />4 4*-r
<br />2'..V 11r
<br />okwLAN
<br />or -error To jr-IF 2'. IV . 110'
<br />15 1.11 -:19.,
<br />i&7 OPOOM
<br />fm,i;
<br />wm- MULOr SMTK 19TWN0 STORM PANELS; ON TOP
<br />on IT I TOP OR borm or OPO"
<br />IONS PANEL OPDM W/ TUBE TOP III NOTTOW
<br />WALL MOLINTM
<br />IMSTALLATM - ALYERMnW 2W
<br />SCALL. Ile . I-
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WTH A.&D. DESIGN LOADS
<br />LAP TO +55.5. -72.0 p.9J. AND PANEL'S L04M up To a, -a*.
<br />2. FOR NEW WOOD FRAME CONSTRICTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL I
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />-----------
<br />0 00:09imol
<br />1111 ON IIF
<br />'A
<br />Lug" FLOOR MOUNTINI WALL & FL= MOUNTM
<br />DWALLAWN - ALIMMUT-M 2L9ANAAVQ8&_-_AL1fJV&1bM_W
<br />(SECTION At TOP IS UNITED TO +36.3-67.0 MAX. WAFT 1/4* 1'
<br />A.S.D. DESIGN PRESSURE RATING)
<br />= vlxrs�
<br />FLOW MOINIM
<br />N - SEWWN "W
<br />SML- 1/4' - r
<br />comcmm Room
<br />SCHM" 101-N"
<br />ow 14)
<br />CONDOM AN
<br />011111 ON-,\
<br />14)
<br />FUN OONONM N$D*M m 1111114111" a" ow I
<br />me WOND omm M1 SOCININ, LMSHIS is
<br />1,
<br />POUM
<br />+A 2/4. 2AA, 3/4 OR 4/4
<br />1.2 & IW/Is r
<br />r
<br />=
<br />ovicom
<br />mam
<br />.I
<br />�I
<br />'11'
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<br />to mum
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<br />11
<br />1 &4II;M
<br />N 111 11
<br />(MIX
<br />At 00 POO
<br />DUALS
<br />r
<br />comoran
<br />aR
<br />44A 2/4 20- 3/4 OR 4/4
<br />L*I. 2: W/15 Lipm,
<br />& IW/115
<br />70WX LWATION
<br />I'
<br />ONALUPE MFOY
<br />PANEL
<br />Oblicom mxmm
<br />am
<br />3,11117 14) Comwx
<br />comcmm AMCHM
<br />tw wmcw,
<br />AREA WIND In W" I FMAEL3
<br />A 1'. DULAR Cot
<br />0 'ISSU=
<br />OPTION ill FOR WEE SAEETY
<br />PANEL (1) & CIA
<br />LOCATIT NOTEIscLow)
<br />W__gm
<br />SWEION P
<br />(SEE NOTE I
<br />a Twom (1) To or Namum As
<br />PAW MW PANEL worm owl
<br />STORM W K=
<br />70 In INITIALUDD Oft IDIOM FROM NINE
<br />OF SrMXW
<br />SMw 4) ,Tz
<br />ELEVATION
<br />WALL MOUNTING IN mr," AND
<br />SCNX
<br />SECIM I SCALE- 3/8' SEMEN 2 SCALE: mr - 1,
<br />op
<br />N=
<br />aM
<br />1. LWt UFM STOW PANEL CAN BE LOG90 AS AN END PANEL (FIRST OR LAST PANEL)
<br />Olt AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS)
<br />a�
<br />ImEn pains -
<br />LIFE SA" PANELS WAY OR MAY NOT K INSTALLED ADJACENT TO REGULAR PANELS
<br />sm 11011 1)
<br />(WOR W10 REQUILLMI TRACKS.)
<br />2. LIFE PANG CONSISTS OF MOM* GALYMM STEEL STORM PANEL AS
<br />SECTION B-6
<br />SHEVI 2 Of DIMPOWD.
<br />j��
<br />50" 3/32--l'
<br />,3
<br />THIS ITSELF TO In REMOVED OR W49TAULD FROM THE W49M 01
<br />STRUCTURE
<br />J. LP BE j%11M ,X ;T� MTO WME CWO� 0!
<br />COMPONENT K INSTALLED WALL ON FLOOR MOUNTED FMLOM=Nr I a
<br />ftTmmi
<br />on
<br />L
<br />gq\
<br />2 ON AS WELL AS DETAILS I & 2 ON SHIFT 14.
<br />r
<br />FLORM DUUM CODE (1102h Vol"Ity III
<br />4. us". LENGTH PER CONW-c4DG It.'-
<br />Me.. ANCHOR SPACING WAN00111AGE AT BOTTOM 5 GIVEN ON
<br />.11COO IlLum W_
<br />20 OAK GALVANIZED STEEL STOIN PANEL
<br />SCIEDULES �& 2. SHWT 14.
<br />COMPONENT 1AAf IN PERMANENT Olt FAMOVII&E.
<br />E =AALS FM NWALLAXION INFO w000 FRAME QUILDINGS rM SHEET 15 5. SE
<br />s AIE
<br />0
<br />PROTEC" PROKCM Lu
<br />4w &w. M39M
<br />14
<br />6 SEE SHM 4 MR MAL APPUCABLE TO THE NECESSITY MR THE INSOUAMON OF
<br />no- *oXnn:z a'mon"m
<br />SPACERS AT TRACICS INSTALLED ADJAAW AND WYCIND TO STUCCO RANDS.
<br />-- -----
<br />MAXIMUM A.S.Q_ DESIGN PRESSURE RATING CRA.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH *0 SCHEDULE
<br />VAN" ASA
<br />Ulu IDIOfN
<br />ug-
<br />W.
<br />r" ARM
<br />--row
<br />*UA _?"
<br />Ir-r On LEM
<br />2 IA•
<br />UNSIMM
<br />I THIN) a A 7
<br />a71_4` TO lr-r M_
<br />2 31r
<br />ummiw
<br />I TIM 3 a 7
<br />-LIRA -M
<br />Pg-r TO 11,_r IML
<br />2 iff
<br />+43A. -46A
<br />121-11 am LLM
<br />a W
<br />• Slim W/ W& A WOW N VIEW It MkDWN Or TWAIL
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f-) AND CORRESPONDING MAXIMUM ANCHOR
<br />W-INSCHED= FOR RJEWLAR ST010d PANELS Q) & Q INSI&UTIOM
<br />INTO EKWHO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />We ONLY Me PAIRMSM& a WMALLMW As PER swrois I THM 7. ON own 4 & M
<br />MOVINKIN A".
<br />DOM
<br />PNNM
<br />wmw awn wil"s me ED. - 3 iff
<br />APPLICA" M
<br />I&MONS 0 &
<br />AW commwmm
<br />OF 10"
<br />IM`=
<br />Cr IWL-Ow
<br />CALK-01
<br />pwdLon FBME a
<br />pw&"E FM
<br />70 cowsm
<br />70
<br />commw
<br />INZ
<br />v W.Wor
<br />ONDIM
<br />"M
<br />v cowwor
<br />KIM
<br />10
<br />To
<br />a=
<br />To CONO"
<br />CONCIM
<br />am
<br />r
<br />II/A
<br />WA
<br />"/A
<br />r
<br />fl/A
<br />r
<br />4*
<br />'.
<br />#A
<br />I
<br />1.
<br />r
<br />"AA
<br />MIA,
<br />r
<br />r
<br />r
<br />Ir
<br />r
<br />r
<br />I OWFOM)
<br />r
<br />"/A
<br />NA
<br />NIA
<br />r
<br />OVA
<br />r
<br />N/A
<br />IF
<br />WA
<br />a mm
<br />r
<br />WA
<br />WA
<br />WA
<br />C
<br />WA
<br />r
<br />N/A
<br />r
<br />WA
<br />a am"
<br />.51A -72.0
<br />r
<br />WA
<br />WA
<br />*/A
<br />r
<br />"/A
<br />N/A
<br />IF
<br />MIA
<br />3 A, 4 OW)
<br />r-61 OR LDS
<br />ON LM
<br />WA
<br />OVA
<br />1.
<br />r
<br />3 ou"oho
<br />Ir
<br />WA
<br />WA
<br />WA
<br />r
<br />N/A
<br />91
<br />WA
<br />IF
<br />hA
<br />7
<br />WA
<br />WA
<br />r
<br />IF
<br />Ir
<br />r
<br />r
<br />r
<br />4 & 7 POITTOLO
<br />N/A
<br />WA
<br />42 Iff
<br />6 1/-'
<br />12 Iff
<br />a Vv
<br />$1/4-
<br />41/4.
<br />6 Ile
<br />61/4-
<br />5 (-/-rw
<br />sor "M is & of To ANgton M a SPACING; FOR MOLLA=M an no FWW snow
<br />=A OSv= ART famm ON INS SCHIMNALL MR LO LM
<br />WADW W ANAWtVIND 11FAC11011 MM ON ROOM" V
<br />lot OWO MVM JOIN THIS OPOWM 10 RE POMME JIMUCID SPAM GNW= Ulm FWFOR
<br />owl wir IS I= TWA wopow 11IMM mmo MR am 1pow TIPE a k*NM UMD&
<br />ORION! Tdqt
<br />1/4'6
<br />1/4".
<br />I/r.
<br />'A%
<br />I/ro
<br />I/r.
<br />-MO.
<br />pop-mille
<br />-
<br />.
<br />Oil, MUM WAME 00
<br />3
<br />3
<br />3
<br />3
<br />"n
<br />3
<br />3
<br />1,
<br />3,/2
<br />P.
<br />-3
<br />=WL ML Its
<br />N61NR
<br />I I/Y
<br />o'Ir
<br />INSTALLATION DETAILS FOR REGULAR PANELSni & (fA
<br />INTO EXISTING WOOD STRUCTURES
<br />r
<br />ED
<br />ED[
<br />3 a.e. tot Eq
<br />I Wave vmom
<br />NtERNArnE 1w
<br />11111 SCHEME ON ow a
<br />MR 61ML 99PMTM
<br />To CLAN,
<br />oil, en
<br />ED ED
<br />9
<br />ED w
<br />go
<br />IL
<br />4mom
<br />ILIL 0%, w
<br />ALTERNA7M ALTMATME 4W
<br />PLATE a or ".M SCALE 3/1-1- sokE 3/6a1•
<br />NWE WJ"VR TRACKIS MW 5MM RM CLARZY
<br />I h=
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.0, DESIGN LOADS
<br />UP 70 +55-% -72.0 PSF AND PANEL'S LETOTH UP TO r-Ir
<br />2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN
<br />Poe No. 2. W/ SPECIFIC DENSITY OF 0.-55 ON EOUAL I
<br />TOP & 907TOM MOUNTINGS CAN K
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />DID
<br />Ivr 0)
<br />lei
<br />3114M 7w 010), [Ij j A 130:1 11�61*j �Wj Ij 81 L
<br />WININUM ASA
<br />cam
<br />PMNM
<br />u
<br />lifficall
<br />or %VIM
<br />CAMI-40
<br />1 foam olow v
<br />p"
<br />APPIACANX TO
<br />wtvicills IF a
<br />w osgowicin
<br />c
<br />01 1"
<br />WaMRM PANEL
<br />UMM VOL)
<br />Ceeiro
<br />==I' M
<br />70
<br />To
<br />ro
<br />M&K
<br />A.
<br />W&M
<br />10
<br />comcmm
<br />FiE
<br />W
<br />COIICNM
<br />woci,
<br />DO
<br />suic,
<br />r
<br />N/A
<br />N/A
<br />WA
<br />MIA
<br />-a-
<br />MIA
<br />r
<br />I N/A
<br />I
<br />-710
<br />W-W OR I=
<br />.96.0 -72.0
<br />61
<br />N/A
<br />N/A
<br />N/A
<br />9*
<br />N/A
<br />B-
<br />WA
<br />1.
<br />N/A
<br />1 41 2 (TOP)
<br />W-Or To r-r
<br />1 '.
<br />v
<br />-ir-
<br />1.
<br />V
<br />7 1/2'
<br />0'
<br />'.•9.
<br />1 (BOTTOM)
<br />- WO -72,0
<br />1 r.
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />rN/A
<br />a
<br />TO ir-ri
<br />I IT.
<br />1 4*
<br />r
<br />1 8-
<br />IT.
<br />r
<br />1',
<br />WAMUM ASA
<br />DOWN
<br />PrAWJK
<br />"t Aura
<br />M. MW* Wr WM. PM W 6 404
<br />CORE I MIND 0 r Mil, IM W WAMO
<br />APPLICANUE TO
<br />Z=THM14
<br />r
<br />=r-L
<br />__1v5w_
<br />COCAM
<br />CFA)t
<br />OF
<br />449.2 -613
<br />1. 31
<br />4 Ilr 4 11r
<br />2 (BOTTOM)
<br />r-81 an LESS
<br />+523 -1141.0
<br />3 3-
<br />4. 4"
<br />2 (wrmm)
<br />r-6' an LESS
<br />+55,0 -7LO
<br />2 1 2 Ilr
<br />4* 3/2'
<br />2 (surrom)
<br />r-4- OR LESS
<br />55 0 7u
<br />2 1/!2j= 2 1/2*
<br />A A
<br />N/A VIA
<br />.
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL
<br />OR &_/ 1/4' INTMOR PANEL -END PONS.
<br />DETAIL 2 FLAOR MOUNTING JNSTALLATION (APPLICABLE TO SCHEDULE 21
<br />SCALL 3/1Ir . I'
<br />MAXIMUM A.S.D. DESIGN MSSURE RATING (R-21) AND CORRESPONDING
<br />MMIMUM PANEL LENGTH wO SCHEDULE
<br />cy W I owalm FM L*X Sam slow PMIU
<br />SvSrOJ ON
<br />WMAIM `,Z& SOY,
<br />-
<br />4MA -Tan
<br />lt-r
<br />13/4'
<br />m 11410 is FOR NCH TIME At skum FOR semumm INTO wm M44 MAN &
<br />WIMUM ANCHOR SAACIMOS AND , M OW OBOM AK "WM Oil INS 909MAL FOR
<br />ED. un THAN scom ON RDOV" RMyCE aeon gpoem Er WAIPLVRA SPACM
<br />MM ON SCHOILILE W TW FUUMM FACT= FOR DO OPERATION! VII K MORRILL
<br />0101110113) WOO OMM Lr VACNR SMALL NOT K LEM THAM W11M4M YVAM
<br />1M1NCWWO FOR EACH ANCHOR WK AT OCkVft LISE141).
<br />AGE.im
<br />/4.
<br />1/4.
<br />1/4%
<br />_:ILO
<br />;
<br />OL 4111111:111 wwo N
<br />a
<br />3
<br />3
<br />3
<br />s 1/2
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3 ?A
<br />4
<br />IAM 111, I= mown
<br />FAWN
<br />I jr
<br />3 Iff
<br />i fill
<br />(" OKY IN PAN"
<br />AS PER SECTIONS I TIM 10. ON SMIFETS 4, sit 6)
<br />kum"
<br />A&IL OEM
<br />PFASNK
<br />OKIN
<br />10-0
<br />IIADRr ANMOM WMM M EA - 3 Iff -
<br />APPLICULA TO
<br />SECI I&
<br />ANYcomenvAm
<br />or INN
<br />NINO" Pon
<br />LOWN v CIL)
<br />INIM
<br />OF TAP-ORIP
<br />I 00-A
<br />F$mpAim nmu So
<br />PMANME pun
<br />INCIA) SET
<br />10 CONCTIM
<br />To
<br />Oftepan
<br />@I=
<br />To WI mm
<br />To
<br />oomewt
<br />SAN
<br />TO emotm
<br />10
<br />C1W
<br />To co"ONEW
<br />10
<br />Comm
<br />am
<br />To CONMW
<br />10
<br />CONISIM
<br />SLOW
<br />To cocam
<br />To
<br />comemm
<br />1111,0011
<br />1.
<br />MIA
<br />N/A
<br />N/A
<br />6.
<br />N/A
<br />a"
<br />N/A
<br />Ir
<br />N/A
<br />N/A
<br />N/A
<br />I (TOP)
<br />N/A
<br />N/A
<br />n.
<br />Ir
<br />1.
<br />a,
<br />1.
<br />1.
<br />N/A
<br />N/A
<br />I (BOTTOM)
<br />a-
<br />N/A
<br />N/A
<br />N/A
<br />MIA
<br />1.
<br />N/A
<br />r
<br />MIA
<br />N/A
<br />N/A
<br />2 (TOP)
<br />N/A
<br />, N/A
<br />MIA
<br />a-
<br />N/A
<br />5-
<br />N/A
<br />1.
<br />%/A
<br />MIA
<br />MIA
<br />2 (BOTTOM)
<br />+55,k -no
<br />MIA
<br />N/A
<br />MIA
<br />N/A
<br />Ir
<br />N/A
<br />1.
<br />N/A
<br />N/A
<br />%/A
<br />3 111 4 (W)
<br />:.7'-5- TO W-W
<br />OR LESS
<br />4.
<br />N/A
<br />N/A
<br />Ir
<br />Ir
<br />1.
<br />1.
<br />1.
<br />1 ir
<br />*/A
<br />N/A
<br />3 (BOTTOM)
<br />N/A
<br />MIA
<br />MIA
<br />r
<br />N/A
<br />or
<br />N/A
<br />1.
<br />N/A
<br />MIA
<br />N/A
<br />7 (TOP)
<br />4"
<br />N/A
<br />N/A
<br />1.
<br />a"
<br />r
<br />1.
<br />1.
<br />1.
<br />N/A
<br />N/A
<br />4 & 7 (Wrom)
<br />N/A
<br />N/A
<br />12 11r
<br />6 1/4-
<br />12 1/2-
<br />d 114-
<br />6 1/4-
<br />0 1/4-
<br />6 1/4-
<br />6 1/4'
<br />N/A
<br />N/A
<br />S (TOP/00"ONT)
<br />#.-WA. -53.3
<br />N/A
<br />I N/A
<br />1 12 1/2*
<br />6 1/4'
<br />1 12 1/2-
<br />6 1/4-
<br />1 0 1/4'
<br />6 1/4'
<br />4 1/4*
<br />6 i/e
<br />N/A
<br />N/A
<br />5 C�W/WWMMOM)
<br />-4r TO 1/•-2'
<br />o-S&A -7LO
<br />N/A
<br />I N/A
<br />6 1/4'
<br />N/A
<br />6 1/4'
<br />N/A
<br />6 1/0
<br />6 1/4*
<br />6 1/4*
<br />6 Ile
<br />N/A
<br />MIA
<br />-6 (Top/sonw)
<br />'-W TO W-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 />6 114-
<br />& 1/4'
<br />6 114'
<br />1 5 1/4*
<br />& 9. 10 "M
<br />*43A -45.0
<br />r
<br />IV
<br />N/A
<br />N/A
<br />MIA
<br />N/A
<br />N/A
<br />N/A
<br />1.
<br />a"
<br />6 1/4-
<br />6 1/4'
<br />1 5 (BOTTOM)
<br />ON LEM
<br />4-
<br />N/A
<br />N/A
<br />N/A
<br />MIA
<br />M/A
<br />6.
<br />1.
<br />6 1/4-
<br />6 1/4-
<br />9 (BOTTOM)
<br />121-41 OR LESS
<br />N/A
<br />N/A
<br />MIA
<br />MIA
<br />N/A
<br />I N/1%
<br />a 1/4.
<br />6 1/4,
<br />6 1/4'
<br />6 1/4-
<br />10 (BORON)
<br />WE SCM 106 11 AND 12TFOo R ANDW OTYPE A VACPM FOR MMUAMS KM 9= "MM[ SUISINS.
<br />MINIMUM AikSmit SPACIMNS AND MOM* DICE ONDAU ANT #MOM 00 749 SCHOULL MR E& LM
<br />TWA NO o oil woDU1E I== pi"m swm wr Akoft"o SFKAM SA ON godo" or
<br />"a roLumm WOOL Aw THIS omwm To In mE L mm V*"* MAMW us" W"
<br />SHALL &W WE LESS MAN MINIMUM 9PA:00--W"n FOR EACH ANCHOR WK AT ANCHONS -
<br />4BO TIRE
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<br />INSTALLATION DETAILS FOR REGULAR PANELSCD & (2
<br />INTO EXISTING WOOD STRUCTURES
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<br />SDWJ= INSTALLAMN
<br />1. INSTALLATIONS FOR ALTERNATIVES BW, 9W & JOW ONLY VAUD FOR
<br />BUILDINGS WITH LS.C, DESIGN LOADS UP TO +43.8. -48.0 p.l.f. AND '00"
<br />.111,01
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<br />2. NEW
<br />N WOOD FRAME CONSTRUCTIOft WOOD MEMBERS TO BE SOUTHERN PIE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL FLOWDA BUILDING CODE (Nigh Vowlemoft a* Zoo
<br />No. 41 tan IUM. M 20 GAGE GALVANM STEEL STOW PM
<br />Vt.
<br />TOP A BOTTOM MCIUNTD= CAN BE
<br />GLOBAL PROTMTION PRODUCTS. U.C.- am_
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<br />INSTALLATION. At 10 IMML ft� 3311"
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<br />ALTERNATIVE
<br />WOOD FRAME CONDITIONS & ANCHOR LOCATION
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<br />!�ANEZY P=91111 BUILDINGS Wift AXAL up To
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<br />SH 1.1
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