|
m t61MiM 1, T * .
<br />ON SIRS, 4
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />SPLIT PANELS
<br />J _. .-.__a•_-.._�._ r 7aNW.ra. Rt
<br />9 �� !raa))IHT1 nIM1 mlR "`
<br />l � I i/ •rIA • NGF ,
<br />/4•I i C-� (*R�q�y00 tut
<br />�[Rn1s� -,-- - -
<br />2' (ryp 'mP A ptNwi (qF tt►a BD9Ta0RAA i I "EOrE a rAtL.4. R. Bi�EOEy . 2 t(r
<br />1 4 i E iR#tR Meat kRfi
<br />NAM. Co. F�►►►
<br />SCALE 1 4 : t' AIL
<br />p
<br />I i / ����I
<br />1 1 3aTa
<br />1 1 ,
<br />i ANrL E -r N.. PMRL ' 1 T-r-r•F-rT .'
<br />r.._. a it>a,G''IHIDpI/r Acne MOW 4"'$M"&`� Awe to Al_. L � Nuwv � tz+waur
<br />1 a ♦ass A..t. -TSB A...+.
<br />.4ea P+e• -1A4 P.r i i I :W+4MNL a
<br />_(
<br />AaNta4t W RM S.a11 9
<br />MaF, n u+11'A 1Tt•OW
<br />W4AO
<br />/ a , _ •^r , ,n• T I
<br />I
<br />w
<br />{ 'sf:.vi'(s.ra:E Y� � A 6• � if � I� ��..��� I _ii� t � i�>;'
<br />1 �ANoEaIOM R�!#9AKM4c ' A y] ,/+l�6wu 1s r Y ••
<br />2
<br />A��� i _ -i , _ -� �
<br />M �NOl ORION
<br />am a40NO0 --1
<br />' y
<br />SECTION suuE Z MU 4•SPLIT STORM L ELEVATM
<br />•1-Y 'rw ac SCALE T/ -I-
<br />QETAIL(Me aOaNS'+M�OO
<br />Mll1LMN_ SCHEDULE
<br />! 9)
<br />1. 31A4
<br />5p}NS NAI.RI FOR AS.a OEAIOM PREs&JRE PN1R!6
<br />• LUqPN 1W�0B Tr560 gg f, -'}2.0 p,R.t.
<br />SECTION 1 AV RAttEL mCslor" A'sEi Li i+ °tea
<br />SCALE 3/8-1•
<br />NOTE: MULLION CAN ALSO E INS LAD W/0 STORM PA/IEtS ON TOP
<br />OR AOTTOM 90 THAT O M LOUIQI Al TOP OR BOTTOM OF Opoor
<br />(ONE PANEL 00004 W/ TUK TOP a W"tt )
<br />M.4. Nuum
<br />STEW (Ft) •
<br />REDUM W
<br />TINE NULJJON "
<br />4 r-6'
<br />2' . 3' . 1/Ir
<br />♦ 4• A 1 '4'
<br />r
<br />mM
<br />}tr
<br />t
<br />lA7
<br />1i
<br />L�
<br />1
<br />: IAr r..WN+Mwas
<br />-
<br />1.
<br />�"• +a�1�ar
<br />r.
<br />,I.
<br />•qfi at
<br />rLN
<br />T
<br />i�
<br />d
<br />Now
<br />e44s D
<br />I �
<br />�
<br />�
<br />N SLAM.
<br />,•"•s9R W�fFM141a0.
<br />1A oI<A
<br />., pA�
<br />"R
<br />r
<br />I
<br />I
<br />1
<br />`
<br />WALL WOUNMA
<br />INSTALLATION - ALTERNATIVE 3WArapr
<br />i{ •eeos {(
<br />•
<br />2�
<br />SCALE: 11
<br />I
<br />M
<br />�
<br />1/4`
<br />m6 Ni •! VT ae
<br />r+Y N"P
<br />Ai6" rwrNY TORE m,1 {
<br />- '
<br />. ,
<br />---_---
<br />""
<br />"
<br />Nt .INN., •w I
<br />MNalm NP N.s1
<br />�
<br />BEN
<br />_-._-----
<br />INSTAWTN3N -ALTERNATIVE f W
<br />-
<br />"
<br />vMa RAOM SY •..
<br />1 yr r'G "'•.Pm an"1N1.
<br />u 1N/AW a 1HML
<br />_
<br />_... _
<br />ua wr�a•ru __ ___...... _.
<br />`�R gip^' r�R
<br />SCALE: 1/4" _ ,• :.
<br />.,.
<br />CEWNG t naw uou" WALL A, FLOOR NOUN=
<br />WALL R/OUNlt19l'
<br />WALETION
<br />IIIS7ALLAibtl - ALTERNATIVE AW INSCAUATICM1 •- ALTElt"TME SW
<br />(SECTION AT TOP IS LIMITED TO +55.5-67.0 MAKE SONS 1/4" . r
<br />MK`TA11 �. TFRNATIVE
<br />11JII
<br />2W
<br />A.S.D. DESIGN PRESSURE RATING)
<br />SCALE: 1/4' - 1•
<br />SCALE' 1/4' 1'
<br />ThVFA
<br />1
<br />.-•�
<br />a""n s q•1�
<br />6
<br />i
<br />1.
<br />Y.r ,H4N0 aNA+
<br />w Nfawp
<br />Ta4TRYM Ylp A6RW B®1
<br />IRL4TALLAtl N •- SECTIIN 461
<br />SCALE: 1/4' .. i•T.
<br />Nam
<br />M4STALtAT10NS ARE ONLY YAllD fOR B1/TLDINGS WITH A5.0. DESIGNLA405UP
<br />l:v`
<br />TO +55.5. -72.0 "J. AND PANEL'S LENGTH UP TO 8'-B"
<br />1,},GENg •';
<br />iLORIOA BLINDING CODE N( V610a)f HuMaOno L
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO- 2. W/ SPECIFIC DENSFK OF 0.55 OR EQUAL
<br />Z.Na 14167
<br />'. z
<br />°30ip wend Pic,24
<br />GM,E CALVAINZEO STEEL STORM PANEL
<br />r Fes'
<br />TOP A BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />CONCRETE AIA9NM5 CORC" ANC M
<br />(SEE -\
<br />SHEET14)� „�; (SEE E 6 I1m 10 \
<br />PARED OOWJ E \\\ `� J
<br />R _
<br />i••sEt uNmtaE ( r DURED CONCRETE
<br />MLWW
<br />9CNk3RNE
<br />FOR M'T FwNFalrwN I I ro. KAARiKPARAAifON
<br />1'OCA73 �R1/N�Gy�3J �/g /32 (yg7ry M
<br />GLASS
<br />SitN 0 :IE/z* 01C a WWGG NUit 2: iJ2` G.G.
<br />� t 4'br MAnNRE , 4'bt� r
<br />1/i' MP i . IR •, sPE1:(Kiv1s y6' Min tt.se )?a s M
<br />(Ott on ,p.) l I TO w u N2 oc DEt i) ro a n ,/2 D,c.
<br />i
<br />,
<br />I
<br />)14 on
<br />CONCRECIT
<br />RCONCRETE•• i
<br />OC[ otm
<br />KOINFD
<br />I
<br />DMA
<br />ERLTE ANCHORS (SE _ P
<br />SHEET 1! i E qAa
<br />(SEE
<br />0N % tM CONDIRCN)
<br />1MAiRm LwkC9ETE'^� • . fj
<br />GqA. IlLgloL'0 CO.C"ANG.GNR
<br />f m1•
<br />(w SCHOMA
<br />$MEET 14)
<br />WAR! MOUNTING MIWALL AND FLOOR iiDUNTING iNSTALIATiON
<br />SECTION 1 SCALE: 3/9' < 1• SECTION 2 SCALE: 3/6• - I'
<br />NOTES ON NJFE SAFL.IL.S'�iM. P,ygy 'LT„:T�g. IMSTAL.LAtM�N
<br />v LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR UST PANEL)
<br />OR AS AN INTERIOR PANEL, (ANY PANEL LOCATION IN BETWEEN ENO PANELS).
<br />LIFE SAM PANELS MAY OR MAY 140T BE INSTALLED ADJACENT TO REGULAR PANELS
<br />(W/ OR W/O REGULAR TRACKS.)
<br />2, LIFE EA STORM PANEL CONSISTS OF CAW GALVANIZED STEA STORM PANEL AS
<br />PER COApONEMt (� . SHEET 2 OF ORAWNG,
<br />THE PANEL ALLIES ITSELF TO BE REMOVED OR WALLED FROM THE ASIDE OF
<br />STRUCTURE.
<br />3. LIFE SAFETY PA REOUIRES TOP TRACK TO BE COMPONENT 0a Bottom Tu" TO Ap„tP nTIgN
<br />9E COMPONE�i AS PER 9)1EET 2 OF THIS DRAw1MC. �dy'TC1�.......
<br />COMPpNEM ® v BE ILaSTALLED wALL oR FLOOR MOUNTED FOilooNO SECTIONS I a:jE . GENSF
<br />2 ON THIS SHEET, AS WELL AS DETAILS I a 2 O4 SHEET 14. r y1: ` �}
<br />4. N(.. LENGTH FOR COMPONENT 6 t5". 2 1
<br />Max. ANCHOR SPACBNG FOR C M VANCHORAGE AT BOTTOM IS GIVEN ON S Ir
<br />SCHEDULES a 2. SHEET 14,
<br />COMPONENT MAY E PERMANENT OR REMOVABLE
<br />S. SEE DETAILS FOR R45TALATION INTO WOOD FRAME BUILDINGS ON SHEET 15. i'0
<br />�.,0�F S ON A
<br />9 SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSTIY FOR THE A6TALAATION OF
<br />SPACERS AT TRICKS WALLED ADJACENT AND 9CIMM TO STUCCO/TWOO Rq". ' 4NA LN1A
<br />FOR CONCRETE ANONORS: SEE SOIESIAF ON a!aT 14•
<br />Fpf wm sm"': so SECIWW ON 1N "' 'a '
<br />If ZA IW/15
<br />)/+, 2/�4 W4 aINL LF 4/4 ), z a TW/15 � 3- r".
<br />Mn.
<br />IBr1Ril•WrlrWrE.IirWTW
<br />�11W1 a
<br />IR111191W1•� i.. MMIt✓flones
<br />IN I
<br />Nil
<br />Cl
<br />B
<br />NNUNN
<br />IlB�IiEIJrlMttlBlBt•Bllt
<br />r
<br />1iY
<br />IOCAIIRN
<br />PMEL)f44
<br />sy
<br />/15
<br />LOCATION
<br />hSam
<br />.J ON I PANEL
<br />AREA w/XO LIFE SAFELY PANTS
<br />LOCATION OF LIFE (SEE NOTE ,6Er-Ow)
<br />-. _.
<br />._...-,_ 1'. . A€OIMM PANELS W/ OR
<br />W/O REGULAR CLACK'S
<br />-.....- SAPEP( PANEL ^-J
<br />(SEE NOTE f
<br />6ELOW) . LAST PMA Qj TO W NSwulzo A#
<br />LIFESMETM 31pai PAi O EWM6 SNYl
<br />ALw E foOMltllD W/ wFAR 1VITNOE
<br />1
<br />Tq RCttfATE IMStALAA11Rr fF MTERIpED
<br />004.E OR REMOVED FROM IRSI
<br />ELEVATION
<br />to S1Wl
<br />SCCALE
<br />/w•/�y 7
<br />1 •
<br />{-1/4' Na. CAP `•. `•'
<br />!
<br />CAP �1 _
<br />iTFiN
<br />1
<br />iM/�3 PAFi1.4 - B AAA "a
<br />Ira
<br />MDR 1
<br />So! MR it
<br />SECTION B-B
<br />SCALE 3/32`-l'
<br />MMIMUM A.S.D. DErS16N PRESSURE RATING (yt,R•f•) AND CORRESPONDING
<br />MMIMUM PANEL LENGTH "L" SCHEDULE
<br />M 4 qN N. Msra.n .K.
<br />-4VGYW A:L.O:
<br />l fl,L N
<br />ol
<br />cr
<br />COUNT"
<br />r� MHO!
<br />.."S. -72A
<br />-r-S. OR ass
<br />R W
<br />uNm7ft
<br />1 tWA B a 7
<br />.Sl.a -Ta.a
<br />a7'-e To S•-r MN..
<br />2 3/•`
<br />LOOom Ep
<br />I NON 5 • 7
<br />.I&c. -72.9
<br />>w-r TO iv-2- M"t
<br />2 ,f2•
<br />SCJY31,�6��
<br />6
<br />-4"..", -4
<br />t2.- . OR LESS
<br />3 1/2•
<br />• AT UFAr"T"
<br />1 a, a a 10
<br />• 80.TED •/ 1/011 $A MS a WSW M OOaAP A NOLOWI1N OF PANEL
<br />M1* IMUM A.S.D. DESIGN PRESSURE e11 Fe (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPAFWINr, SOEt3ULE FOR REGW eq STORM PAHMS ('I) &a INSTALLATIONS
<br />INIQ EXjONG C NQ GRETE A CONCRETE BLOCK STRUCTURES
<br />NAUO ONLY FOR PA!RS0& ORISTAUAMM A4 PER SWRM 1 THRU 7. ON SHEETS 4 A. 5)
<br />NAgRiM A3.8.
<br />M5n711
<br />PNESSft ING (pi
<br />MNONW Ap1>OiK 9PVCM TOR C.Q. . 3 I/r ..
<br />OFILRUMEE To
<br />SELNMB j at
<br />NIMTHEM
<br />OF
<br />I MKO" PANEL
<br />LORD" v (R.)
<br />bf1YR1
<br />Cr 1RP-ORw
<br />!Y/R-w
<br />PANDAMPT FINNIE D
<br />PANDNmn Rri
<br />IDoo cmm
<br />10
<br />T000.CRM
<br />To
<br />10 OOrNETE
<br />To
<br />TO OO4ALIE
<br />TO
<br />TO Stl cmm
<br />TO
<br />$"
<br />NIA
<br />N/A
<br />N/A
<br />6'
<br />VA
<br />r
<br />N/A
<br />R`
<br />(f/A
<br />I (TOP)
<br />i'
<br />5'
<br />MIA
<br />WA
<br />6`
<br />a,
<br />i'
<br />r
<br />i•
<br />I •'
<br />1 (WITOM)
<br />R
<br />NVA
<br />N/A
<br />WA
<br />6•
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />2 )
<br />r
<br />VA
<br />N/A
<br />NIA
<br />r
<br />N/A
<br />d'
<br />M/A
<br />r
<br />N/A
<br />2 (aOnMN)
<br />+SSA -72D
<br />IC
<br />N/A
<br />WA
<br />N/A
<br />6•
<br />N/.
<br />r
<br />4/4
<br />6'
<br />MIA
<br />3 a . ('TOPJ
<br />N-6' ON L£s$
<br />an LESS
<br />r
<br />5'
<br />N/A
<br />NIA
<br />d•
<br />r
<br />r
<br />R'
<br />6'
<br />r
<br />3 (COIGN)
<br />6"
<br />M/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />tY
<br />S`
<br />X/k
<br />WA
<br />e
<br />S'
<br />0`
<br />t'
<br />i'
<br />a•
<br />4 ! 7 MDrW i
<br />N/A
<br />N/A
<br />12 I/3'
<br />0 I/--
<br />t2 1/2'
<br />6 1f1'
<br />. f/♦`
<br />a 1/4'
<br />6 1/.'
<br />6 !/4' :
<br />5 Ole/6Orlow 1
<br />SEE SW31a 10 a II FOR ANMM TYPE a SANDING FOR 1NSTALL0I06 000 ROOK MAW llRpla
<br />WNMW MOM SNORMM AND MNNRM WX INSTANCE AK MUM ON TAG SCHEDULE FOR EX. LESS
<br />TWIN EOM1m ON SCHEDULE fma MIO40R olcon aT NAAIWT.T4.0 SFACMNa MObw ON WNMAE ITT
<br />NE FOMOMRMG FACTORS, MR THIS OP£RANOM TO at Possk . REDUCED swm MAM UBna FACTOR
<br />9MLi. IO4 E 41Ba 11MN NMIIWMI SWAMM MOCATm FOR LAC" ANCHOR not AT *11CH A$ NmDA.
<br />AID= lilt
<br />f/<•.
<br />1/44
<br />Ile.
<br />-. _
<br />y9
<br />.-
<br />1/4%
<br />_-
<br />i/�r*
<br />_-._.
<br />rPapN
<br />IS FAr.M.
<br />rM.bi�e[
<br />TAu-n
<br />eN1n-Nn
<br />14A MOM D4OS (W
<br />]
<br />3
<br />]
<br />3
<br />P 1(i
<br />3
<br />•sglN"1�Na ilax.Ntf we.)
<br />1
<br />a
<br />3
<br />3
<br />1
<br />a 1/t
<br />rnsra 4lei P+1
<br />� ]
<br />a
<br />a ,n
<br />s t/x
<br />•
<br />a 4h
<br />A9Yt to 6EIIE WBM7<j
<br />ASIDE
<br />-
<br />a
<br />1/4• LD.. 3/r I" am" wisHm w/
<br />2aQ" 39. " a a 1/4' 01. Pat
<br />PAM LOWHIS UP TO 5•-0' AM a 1/4. O.C.
<br />FM IEHOFNB W 70 6'^a' IMIa- OR j1h 10
<br />.�. PANB,WIE FENIF p OR WINE•
<br />.•
<br />u
<br />I T2 1 0. C 1W1N 1 1/Y LO, n, li ,TRIAGED
<br />.
<br />I NCH 10 NEMER FOR ALL LOOM I*
<br />f. I.
<br />T
<br />1
<br />1 1
<br />-
<br />`,
<br />1/4• HD. «3)r LONG iR40 BAI/--
<br />ss M: 9 a tp• O6
<br />Fit NAME, LOOM UP TO 3'-0" 6
<br />FOR PANEL
<br />I
<br />OR to a' Mb..
<br />N4' 0t FOR tELUM LIP
<br />21N'`MAR
<br />LE 0 ON
<br />FEMALE O OI
<br />OR iA%W
<br />1 W)ppW;p I ! I}
<br />1LAII12
<br />RWELiaTE PLUS w 13 1/2' a c RICH L
<br />PLUS
<br />; It FHRUGM, POSTRAnOM AT
<br />OF VASLW0 OW FUR FOR
<br />-
<br />ALL LENGTHS UP TO S,_r M.
<br />sw
<br />S01tE 3/M t'
<br />NOBS;
<br />1. Iµ$7ALTATIONS ARE ONLY VALID FOR BUILDINGS WFTH AS.D. DES" LOADS
<br />UP TO +55.5, -72A PSF AND PANEL'S LENGTH UP TO V-8"
<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 />i TOP k BOTTOM MOUNTINGS CAN BE
<br />jt COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />. -
<br />STUI
<br />(12
<br />TO
<br />INSTALLATION DETAILS FOR REGULAR PANELSC D it C
<br />INTO EXISTING WOOD STRUCTURES
<br />1! -I�iJS fA,a N090 KidP. r t�,'l
<br />I
<br />i
<br />4
<br />J 0 ( y
<br />r E0
<br />k (3
<br />N 1
<br />EnI rl tin` {
<br />k y _
<br />3 R.. ED,,utff MW WAM
<br />i4 t
<br />i
<br />wiaum
<br />i
<br />1 I
<br />ALTERNATIVE 1 W
<br />SW.E 3%em 1' SCALE 3/8-1`
<br />L
<br />BEE SCHEDULEV Ir x a T
<br />w aEw, - 1
<br />To suss. i*Mo)
<br />��sRspT�
<br />1 • +a +fY ar.
<br />Enl D
<br />En ES
<br />EQ
<br />L.1 4Y-may+• SS - r000 PIAIE )
<br />fNy MW ttA6NR a r ac AW ,i TERNA
<br />Iw. or PA M 11 f W." � TM.Li 1� r
<br />6 paRlpN "RAID 1K•Ni i/9.I' SCALE ]/a-1"
<br />AWX
<br />A
<br />MSM
<br />RT AIANT aIAT 1,111KAI f Aw4AN64 � -TRACKS NOT SKM FOR CLAIM
<br />I
<br />i' INTO)
<br />{ .--___.. ._._ _ PANEL
<br />ANCHOR ANCHOR
<br />OR DIRECT TAWM - SPACa4 SPACING
<br />DETAIL _ 1 : WALL MQUNTING IN,�[�jIj10N (AEPUCABLE IQ SCHEDULE 11
<br />SCALE,' 3/19' - 1'
<br />MAXIMUM ATING (n.s.f AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT (8) FOR
<br />INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />scwix iE # J - (bJ6: Wu .:! . 3 1 P2•
<br />STUDS 0 EVERY
<br />OVERLAP
<br />(12 1/2' O Q)
<br />TO HOLD PAN EL
<br />s/6, Ill (CANE I)
<br />3• MM. (CASE N) (•-..--
<br />r
<br />ouaw A3.p
<br />WON
<br />or TRP-ARP
<br />Cp"_m
<br />0
<br />PANDAM FVAUE 0DEM
<br />W.ELMOE RU6
<br />CIIONS a
<br />RiAypR4OR PANEL
<br />PRESSURE
<br />-A ..
<br />1O
<br />.'M
<br />70
<br />GONCKIE
<br />ouloo
<br />TO
<br />CONFAEIE
<br />aL
<br />10
<br />-
<br />BLOCI
<br />TO
<br />MiCa"I
<br />WHO
<br />COMIMFON
<br />OF THEM
<br />Low.'V (A)
<br />$`
<br />NIA
<br />N/A
<br />N/A
<br />6-
<br />MIA
<br />6-
<br />N/A
<br />i a 2 (TOP)
<br />55.0. -72.0
<br />g•
<br />T
<br />D`
<br />9•
<br />9`
<br />9'
<br />9'
<br />9'
<br />9"
<br />9'
<br />7 (BOTTOM)
<br />51-0' OR LESS
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />6•
<br />N/A
<br />r
<br />N/A
<br />1 4, 2 (TOP)
<br />+55.0 -72.0
<br />9'
<br />S"
<br />9'
<br />r
<br />9'
<br />7 1/2'
<br />9'
<br />9'
<br />9`
<br />9'
<br />1 (BOTTOM)
<br />'-0' TO r-e
<br />%:O -T2.D
<br />Is -N/A
<br />NIA
<br />I N/A
<br />6"
<br />N/A
<br />S'
<br />N/A
<br />8'
<br />N/A
<br />1 A
<br />T-6' TO
<br />8'
<br /><•
<br />9•
<br />6•
<br />8'
<br />6"
<br />6'
<br />6'
<br />6"
<br />6'
<br />T (BOTTOM)
<br />JM Asp
<br />WAWOLSON
<br />TOIL t ..1.
<br />I ICED a d(r M nOi TOP W mNtl
<br />OB[ M (m0 9 r RAN MN ESP W AMU)
<br />APIPU E
<br />Coml
<br />OF THEM
<br />AADSMUM PANELP*MWK
<br />LENGTH `L'
<br />LAP
<br />-
<br />1p-
<br />52M
<br />449.2 6_"3'
<br />r
<br />--GOMM
<br />4 1/2' 4 1/2'
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />+52.5 -66,0
<br />3' 3'
<br />4' a
<br />2. (BOTTOM)
<br />7'-6' OR LESS
<br />.55_0 -724
<br />2 1/2" 2 1/2'
<br />4' 3 1/2•
<br />2 (BOTTOM)
<br />r-6- OR t
<br />+55.6 -72.0
<br />2 1/2- 2 1/2`
<br />N/A N/A
<br />2 (BOTTOM)
<br />r-6• TO 6'-0"
<br />+55.0 -12A.
<br />N/A N/A
<br />3• Y
<br />2 t@OTTfM)
<br />Y-8' ICI 8'-9•
<br />ALTERNATE
<br />LOCATION
<br />AT ENO PANEL
<br />0
<br />CODE
<br />}/4• SEE ,!' SHE �IKTUNOR PANEL 1-ENO PANEL
<br />-- 3"-- J;FOR n FiCt •,....3• _-=
<br />"SPACING NNSSP AMOM �
<br />/'-3. Min ►1�++r♦� T�F�►1 )�
<br />DETAIL 2 FLOOR MOUKUNC� J23Lw1 tAU AIJON (APPU -ABLE TO SCHEDULE 2
<br />SCAU& 311r a 1'
<br />MomM d_A45i,R DESIGN EBE�L�JRE RATIN
<br />G [Ds
<br />Af AND CORRESPONOI
<br />C
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />$AP3.LR'd�LLE-SNLL'..IO ,3E15.-1Jt.+ L'RILATEiR..ff1R L_4T camT STORM PAR:
<br />eKeeu ON olurl 13
<br />INio. 44167
<br />1T
<br />NrNA1MMNf A4.a p4sRN
<br />Ib.. PN'Ip ,wWPI
<br />rReMaw IANAM
<br />1• (E)
<br />MARFA, MTwE1MpR
<br />yap
<br />NaM3
<br />MTWE >)
<br />1a Gum
<br />LYI0610N
<br />"IL0. -71a
<br />Y-r
<br />S 3e,
<br />U.apU®
<br />SEE MEET id FOR AKVHM TYPE It SMCMO FOR MSTAOAt"6 INTO WOOD Mi* TRAAM
<br />MPMRRI ANCHOR SPAC•O6 AM HMMRA W" OMM M MC NOKY.tE:O ON THIS SCHOMAL . FOR
<br />ED, Uw THAN MOOATLLI ON S1mmu INm110E JAC OR SPACING IN OATwv" SPACING
<br />9001 ON SC MILE IN TIE FOUZ" FACTORS. FOR THIS OP 11140 TO ME POSSIBLE
<br />IRONED SPACING OarM U UMPS FACTOR SNALL MDT E LESS THAN 4NIAAA SNC.IC
<br />MOCATED FOR FACH ANCHOR TYPE M ANCHOR$ LOUSE
<br />1/4)•
<br />i/<'.
<br />t/<S
<br />WIN
<br />1/4iF
<br />Nam IIPE
<br />_
<br />PMBAMa�
<br />MIaRM3
<br />F.r4aN
<br />v NP-aPP
<br />FMIr-N
<br />IK ARa s 6PKRM
<br />3
<br />-S
<br />3
<br />3
<br />2 fA
<br />•4NMePRarO n')
<br />J
<br />3
<br />3
<br />3
<br />3
<br />P.a Haft Y RS3
<br />3
<br />3
<br />3 1/2
<br />3 IA
<br />4
<br />A09i1.9M. Q91W �
<br />taIQ1ON
<br />It0
<br />im -
<br />T•
<br />_-
<br />IAp
<br />- ai -
<br />s
<br />NAAA) ONLY FOR
<br />AS PER SECTIONS I THRU 10. ON SHETS 4, 5 * 6)
<br />IA43RRM
<br />IIAYRMW ANCIOWS WAOM6 FOR E.O.. 3 T/r -
<br />AS9. DES"
<br />TAKON
<br />CF 7AP-OW
<br />rxN-4
<br />PNd3-M IE FEMALE ID
<br />PAMBAUR vLr%
<br />SGIIO m
<br />APFUCRAJE A
<br />ucnows 0
<br />EamNw aM4L
<br />RASSU
<br />(Psi)
<br />TO CONCRETE
<br />70
<br />CDNO]mTE
<br />$L CM
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />7q
<br />CONCRETE
<br />MOCIN
<br />TO COHCKTE
<br />TO
<br />GOOD"
<br />AOO,
<br />TO CONCRETE
<br />TO
<br />00NCOM
<br />wow
<br />TO CONCRETE
<br />ro
<br />CONCETE
<br />al.oa
<br />ANY NOON
<br />OF THEN
<br />LOOM 1,' (it)
<br />6'
<br />Fi
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />1 (LOP)
<br />9•
<br />4`
<br />N/A
<br />N/A
<br />6'
<br />8'
<br />B`
<br />6`
<br />$•
<br />6'
<br />N/A
<br />I N/A
<br />1 (BOTTOM)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />6`
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />) N/A
<br />5•
<br />N/A
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />55.5, -72.0
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6`
<br />N/A
<br />6"
<br />N/A
<br />B'
<br />N/A
<br />N/A
<br />N/A
<br />3 d 4 (TOP)
<br />>7-5" TO W-r
<br />OR LESS
<br />6"
<br />4"
<br />N/A
<br />N/A
<br />6'
<br />9'
<br />6'
<br />6'
<br />6'
<br />6'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6`
<br />N/A
<br />6'
<br />N/A
<br />6
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />8'
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6"
<br />5`
<br />6'
<br />8'
<br />N/A
<br />N/A
<br />4 $ 7 (BOTTOM)
<br />NIA
<br />N/A
<br />12 1/2•
<br />6 1/4•
<br />12 1/2"
<br />6 1/4•
<br />6 1/4-
<br />6 1/4`
<br />6 I/A'
<br />6 1/4-
<br />N/A
<br />N/A
<br />5 (tOP/T rom)
<br />50.0, -53.3
<br />N/A
<br />N/A
<br />12 1/2,
<br />6 1/4'
<br />12 '/2'
<br />a 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 />' -r TO IV-2'
<br />+55.0. -72.0
<br />N/A
<br />N/A
<br />6 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)
<br />'-9' TO 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 />a 1/4"
<br />' 5 1/4'
<br />$. 9. 10 (TOP)
<br />-4&0
<br />9"
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6 1/,v
<br />6 1/4'
<br />8 (BOTTOM)
<br />OR LESS
<br />9'
<br />4"
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6 1/4-
<br />6 1/4`
<br />9 (B07TOM)
<br />T2'-4' OR LESS
<br />N/A
<br />I N/A
<br />N/A
<br />I N/A
<br />N/A
<br />I N/A I
<br />/A
<br />I N/A
<br />6 1/4'
<br />1 6 1/4'
<br />6 1/4'
<br />1 6 1/4' 1
<br />10 (BOTTOM)
<br />SEE SHEETS 1S, it AND 12 FOR MOM TYPE A SPACING FOR HSTALMTIONS, NATO BGOa RMM 01ADM0.
<br />W4WM AIC OR P%CFMS AND WJKN EDGE OVANCE ARE 001CME0 ON THIS SCHEDULE. I" ED. Im
<br />THAN MOMCUED ON SCHEDULE DEDUCE ANCHOR SPACING a, A"I t"Al SPACMO Show ON SOETNLE 9r
<br />ED SORAP$D US" 'ACTION
<br />THE FOUJYANO FACTOR FOR TH$ OPFMIOI TO RE POB KF- REDUCED
<br />SHNd.L NOT at LETS THMM will" SPACIN; 0009 0 FOR Ol ANCHOR WK AT MNOIONS LEC NO.
<br />ANCHOR "M
<br />.ri/4. '
<br />.
<br />TMGGN
<br />1/4••
<br />__--
<br />Or TY.aY
<br />1/4'•
<br />1/0.
<br />1/e.
<br />1/4'.
<br />_.. __.
<br />FEMME "
<br />.__ _
<br />fta
<br />.__�.
<br />OlR-RN
<br />W,,,,
<br />W. MCHO 9PAM 04)
<br />]
<br />]
<br />]
<br />3
<br />2 t/E
<br />3
<br />4AAOMOiT�•9 �[4.r4M. D..J.
<br />3
<br />]
<br />]
<br />!
<br />3
<br />} 1fa
<br />IA. RILL itYWAle It {Nj
<br />3
<br />3
<br />3 ,ja
<br />3 1/1
<br />4
<br />5 1f2.
<br />!Waft m BB! OWN"
<br />F AMC
<br />10 R
<br />2I
<br />r
<br />tm
<br />tJN
<br />-
<br />tm
<br />8]
<br />] 1 •'_
<br />INSTALLATBON_OUAILS FOR QEGUIRAR PANELS 0) & 1a
<br />INTO EXiSTIN,G b= STRUCTURES
<br />I{ _
<br />I' 14-10 PAKLMQE PLUS ';� 14-10 PMELbtiE PLUS
<br />i1 TO 111,000
<br />LJOSTINO WOOD HEAO�ER ToJ!{) F)TNTN4 WOW HEADER Oilf
<br />"
<br />r
<br />§ T r w _ CAW 1, ,
<br />...JYMOw _ NUT a
<br />4tek I Or •
<br />ye a0w sNo •
<br />_ 2 a at (MOOD HFA"IER 1' � s 1/t Ot
<br />INN,( I _ _ REQUIRED''' �N
<br />Ir
<br />o MASS. 4 ro GABS.,,,
<br />N ,
<br />t WIiEr R
<br />NOR Mr. 3 10i1 Ifi SE•MtpM
<br />• Max. PANEL. LENGTH Mac PANEL LENGTH{..t/4'.-M" SS (SEE MOTE 1) 1(4'N-2@t• 6: (SIT NOTE 1)
<br />3 /31� T Nlr as Ir/�
<br />• OOR 4ME'NUV' ,._...� � 4i MAY 0R/6M __..._ _ N
<br />J
<br />SOR dot
<br />�ry� OF v OF CLAM
<br />t NA d -.3
<br />a WMO�,t*f prair
<br />�D aIMN'i IBA it�. _ t a 14 i/f' OL inn
<br />_ • ,Ir ne I - � I
<br />iM10 PAMEIWTE PLUS
<br />PE34TWAGER ro
<br />I,
<br />EXISTING wDOD N[AEN
<br />i
<br />t
<br />Nk - 1
<br />4
<br />T
<br />'3-_ _NANO !RR •
<br />{ a.aw mac •
<br />R ,(r 6t j
<br />y H t
<br />4o SCHEDULE ON '
<br />So
<br />I '
<br />TO NNA$S
<br />--- - »-..•� '.. AbN
<br />PANEL TENON,
<br />1,
<br />ii. SEE NOR 1)
<br />rs r/ 7/6Y
<br />•6t1AF DARN
<br />509
<br />® AMr
<br />14, 4'7A'e LAG SCRIEVS
<br />25.4' WOOD PULE IJ ?'M` WIO00 P1ADE _ .: �/1ary 2'.e WOOD PLATE _i --lib 0 �Dt 4/1'
<br />PEOIARED r,., _,%Ih TO PANEtlA1E PLUS REOUAREO fin. REOUIIEO -` PENETRATION AT
<br />4 1/4' Q.C. W/ , 7/9' J - WCWWH OF PLATE
<br />i
<br />. i AM WORM Of PRATE , ; 1. I, ». --.. __ Q.G. STIED W/
<br />�rM 6Y WN ..__. AATRJAINISM EAOW OF PUS
<br />1.. '.�
<br />SCALE 3/5./5�
<br />AlilSGUE 3/9.1 SCALE 3/6-1`
<br />NOTES.
<br />1. INSTALLATIONS FOR ALTERNATIVES BIN. 9W k IOW ONLY VA-10 FOR
<br />OUR DINGS WITH AS.O. DESIGN LOADS UP 10 +43.8, -48.0 P-..1. AND
<br />PANEL'S LENGTH UP TO 12'-4'
<br />2. FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOWL,
<br />NOTE TOR-^."RGIATr84 f�' irCDDNS:
<br />TOP A BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATIOk
<br />^W
<br />^W
<br />i
<br />�
<br />_
<br />cu
<br />O
<br />U
<br />O
<br />Q
<br />O
<br />C
<br />.&.,,
<br />C6
<br />-0
<br />�
<br />�-
<br />U)
<br />O
<br />^^
<br />V!
<br />0
<br />�
<br />2
<br />O
<br />O
<br />O
<br />/0_
<br />cn
<br />.a
<br />cu
<br />cn
<br />N
<br />C�
<br />INSTALLATION QUAILS FQi� OPTION j I FOR LIFE ; AFETY STQRM PANEL MM
<br />1/<lY2 LU6$,,SOCrS w 6' ac w( I T EXIS G YI�QQ,} STRUCTURES
<br />TG1bNB1Mc1Raw a nw
<br />CD
<br />41
<br />ED
<br />So
<br />at
<br />St
<br />J ^'
<br />j W
<br />! cu
<br />T- - "`r" REOGNEG O
<br />7 ws aa•
<br />I ,12 Motj�I6rERNATIVE i ALTERNATIVE 2 Q
<br />S IQNTS�) (SEE• - I R� WTMiwiaPEEgfuls 0-
<br />1 W. N,41 07
<br />I I
<br />MAWL
<br />U
<br />ON swr
<br />EO
<br />EOf I '
<br />fiO{ ED
<br />( _ \WOW PLATERDXVU
<br />O
<br />1 -... •096 MR I c
<br />f :L Rm1W1EO
<br />Bit.. ALTERNATIVE 3 ALTERNATIVE 4 V N
<br />r (I iMAc i"IE49p poe�R. d2 ! 1 f/2` W
<br />Hfs'Lp.s/D' LONG MASH amso G TV /F:�
<br />1/4v seam It Ms W a aR LOCATIONS `v
<br />pMItNAx,E S' o OR ALTERNATIVE WOOD FRAME CONDITIONS ANCHOR
<br />PAtI uMn, PUN a r ac ♦ , iJ2' MIA. .+y.E- $/r - ,• M
<br />"HAM PNE"MU" TG
<br />PLATE *GTE :. $"M "O4om NO SNOW no alear,
<br />WALL MOUNTING INSTALLATION A p TILtj
<br />ALTERNMIYE 1 W *Qy : N GE ' W
<br />SOME: a/e' 1' � 3: 1a �` ••'•
<br />7 FLORIDA BUILWf1G CODE MI h VelocIfy Nu(FIOOM 2ona
<br />rp
<br />a
<br />•Sma RRCD. INC. 20 GAGE CALYANIYEO STEEL STORY PANEL DAMON vl,. Z
<br />,..03AIMSTAUATIONS-nO For ONLY MUG PLo au a.vAs WITH AND, AEON LAD$ w TO H14 DAL PROTECTION PRODUCiSR LTG. Qmi
<br />M/
<br />+SsS, -72.0 TIN lap RWdl'a ti1pTl, DP ro E'-r. OTM/:O7e
<br />s4,�1 IL ECOINe-
<br />2 FOR NEW WKTOD FRAME CpNSNIT"Of WOOD MPAIM TO E SOUTHERN F 40AN , 6i 331. Z
<br />POE NE. R w/ saEOFIC EIMfiY OF 03a M 1rawH 'AAry S,S(• • is / a NY RMa. FL FAX (
<br />NMNNNIN i+NA/IN . ]N1 a. .. T41, ,wawa aAat RIO1C lRe4)w-T6N6. FAX tRs4)Er-am 20-178
<br />Iw : pNR "t-,WN i " PWa 4M-14n N.. Y now" MM
<br />►E. RX/sWN rov.MAN CA -omit
<br />w1tEf1 A iNfi A., PEE n-atl INN..
<br />fANRT 13 ,w 2a J
<br />SHEET NO.
<br />SH 1.1
<br />
|