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ma
<br />ON
<br />CONCRETE Ammam
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<br />1
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<br />m
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR 1,.•ar V�!7-_7
<br />SPLPANES
<br />a -•-o-�-+�-
<br />A=p- --
<br />=-r �-
<br />IAAtIw
<br />JL
<br />r. °q1° v, c tlau a m
<br />rf 1 �• m ♦ AR.
<br />BALL
<br />4 I/r E.D.` OaMaa�A„OR _. „ .. _.. ... . _ ...
<br />ALUM Kow,
<br />/F�Sr������� ei /
<br />1/4" . 1• JQ L I
<br />f
<br />OM a tldal NOR, M1M a[ a'AL , / �-�� Y19" • IR ataptL N M aMD �
<br />mA w_ 1L• µr
<br />NMAN - trm-w AHA• .PL.. w. - _ .....
<br />r a1mAa a I,s tA,AO
<br />I 1 `
<br />IV CrMo/w 1�, r-�'
<br />9aiFi`i r na Y� \ �
<br />NN
<br />I/ Nyq� L ` I
<br />IWO"C;Yt t A i TL a lTr iaAi,a,wi0 tnj •n' I•-�•. rauw rwl • ofi wuw ,,
<br />® 1
<br />` SPIRT STORY PANp�e� e�EyAT
<br />eGNE ) Z sFJIt 1 4 +1 �°EMrliomc Sc" 1 +/r 1-am �L
<br />ML M AN
<br />PA ObMI'M,0
<br />Iluwt�►e SCHEDULE
<br />11- I,SAl10N
<br />RFOAED Mr,.
<br />ONIX OM
<br />BAAO ^0 •
<br />TUSE VULON -
<br />4 A•_r
<br />2' . 3• . 1/e•
<br />IA
<br />1= scom
<br />gem
<br />.MM6 .)
<br />III
<br />> 4•-r Tor-W
<br />2'. 4•
<br />i_
<br />�_
<br />�`
<br />w.
<br />r.5.,n.
<br />NNW •
<br />N0.44167
<br />> e•-,r ro a•-o•
<br />r . r . t/a•
<br />FOR CjhfW ATM
<br />SECTION 1
<br />SOLE 7/M,-
<br />NOR: IaLLMOM RAN AUO BE PEtA,,.N w/0 smw PANELS ON TOP
<br />OI1 BOITOr >D 1MA7 rt G AT Top OR BOTTOM or CPO".
<br />(DIE ►AIMS, aPElA1G r/ To, a BOTTOM)
<br />INSTALLATION - LLIIERNATR/E 1w
<br />SCALE:
<br />. I.
<br />X&L-mmam
<br />2w
<br />SCALE: Ile . I-
<br />L107i3T
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 p.s.f. AND PANEL'S LENGTH UP TO a' -a'.
<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 />NOTE FOR COMLRHATION OF SECTIONS:
<br />TOP ! BOTTOM MOUN7HOS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />HurAoons
<br />CEMIMGI ! elOOf IIOUNi1M0 WALL A FLOOR IIOINETlel6
<br />NMSTA"T'IOM LLiENEa1M AIY WS7ALLATIOMS - LLll'ElMA71VE 5w
<br />(SECTION AT TOP IS LWEED M +55.8-67.0 WAX sr F• 1/4' . 1'
<br />A.S.D. DESION PRESSUIW RATING)
<br />SOx - 1/4' + 1•
<br />7
<br />8 4AA 4w1A
<br />AM AY"IN
<br />_�yyw��."rm. r.a
<br />,•10Aa6,•iAii -Nei
<br />FLOOR 1MQU RNO
<br />INSTALEArIn1E - sEctloN uw
<br />SCAM 1/4• - H'
<br />mND EFE mama
<br />(SEE KNEW W O"
<br />Fast 14)�
<br />comOlm Amon
<br />cm •e.Ems aN�\
<br />,A)�
<br />FOR 00MMU 10 KNmLL[ ON faeEt ,k
<br />FOR VAM SEE BmG" ON arm la
<br />POW"
<br />mMDEw J
<br />f r. 1/4 2/4. W4 3/4-4/4 1, 2 k iW115
<br />~I'
<br />BAWD COMHCEn
<br />mumm
<br />-+
<br />.Sup•
<br />I
<br />2riBp
<br />.500'
<br />.z80•
<br />Nam.
<br />I
<br />I
<br />1IDE4w�I�7��I
<br />Er,RT_y._,,,,,,
<br />I
<br />M,EM1R Pow ONIE)mR too Pmw
<br />RRR4l 44,
<br />MR `" "'""
<br />AMR To am
<br />, ,//r N►..("
<br />Q-1, M .-
<br />"
<br />]• 11► iaaE
<br />�ieA (wE qI0�
<br />14YM1• IIAaaE
<br />io�'Ni �2 , as
<br />_ _ . - -A.-
<br />..
<br />A BG
<br />0L1DtTO uD
<br />ANP1Ir•Mw
<br />1
<br />anI .
<br />>Am CNO1 '
<br />ONM
<br />i
<br />tB44A)
<br />ILM t
<br />AmU®
<br />(IT
<br />/4 2/4. 20. 3/4 LW 414 1. 2,+k tiw/ts ,, z a ,W/,'S
<br />ON In SAFETY "AM I.-
<br />= , • I 0M4t I --- - ---AN.. w MULAR PANELS W/ PAN"
<br />Oft 5------ ----
<br />�_- � OF(SEE-(SEE "m Immow)
<br />---------. .. ..-- -_-- ---..-_...-- W/O REOILAR TRACKS (SEE ,
<br />• LAST PAIL ro M iNBTNEm A7
<br />((T
<br />(7R aaM,muE a tWQ�L�� �/aOPTION &1 UPS Srm SI�6,R�11,�wVEt�ORKNa WALL
<br />tI,Q7 tA) FalAlm C011aREn FOR WEE WETY STORM
<br />Am M.// % 1,R GGaON) I`YS AL{IKFAEPm„O.NM,AMI IF INTENDED
<br />OenL R[ANIFIm [aImIL[ dl� t•� r 10 Ww 011 REY01m FROM mRRS
<br />or
<br />SHM 14) -----•A ELEVATION
<br />WALL AM FLOOR MOUNTINEI INSMA"MON ]DALE 3/32•-1•
<br />- SECTION 1 SCALE: 3/e' . r - SECTION 2 SCALE 3/e' - ,' �. y4• w. L"P ®®°A 1 � 1 � I/dn
<br />EN�
<br />NNaTFe ON L_AT A•�4EETY 5f01111 PAIL SYSTEM RMNTALAmN
<br />T. UrE SAFETY STORM PANEL CAN BE LOCATED AS AN D PANEL (FIRST OR LAST PANEL)
<br />ON AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). B MIN` A l Pnwa. GL�►Af• LtO�W='
<br />LIFE SAFETY PANELS WAY OR MAY NOT BE NWTAL M ADJACENT TO RE PANELS ma N61t
<br />OR w o RE UM OTRACN(S )
<br />(W/ / -
<br />�•�/A�I�� p-p
<br />?. LIFE 9AFE7Y PANEL lX1MK1878 OF 0,030' OALVNNEED STEEL BMW PANEL AS
<br />PER MIMPaNENt . SHEET 2 Or DRAWW.
<br />t1IN PANEL ITSELF 70 eE REMOVED OR METALLED FROM THE IN61DE or
<br />aE0M3EJ.E]LE1JI_ B
<br />SCALE 3/32--l'
<br />STRUCTURE.
<br />x LIFE SAFETY PAIC REOUMES TOP TRACK TO BE COMPO W ®k BOTTOM TRACK TO
<br />BE AS PER SHIMMY 2 OF THIS WAITING.In
<br />COMPONGfT�Tr ■ WALLED WALL ON FLOOR MOUNTED, FOLLdMNO SECTIONS I a
<br />2 aN TNB . AS WELL AS DETAILS I a 2 ON SHEET 14.
<br />L TIL�/r
<br />,.:.....•
<br />�S:
<br />3:� J
<br />{. LBO tDNDTH FOR CowPONENT is ts'.
<br />MCIwUl'ES tADP.wSHQT tC ®A CHOMGE AT BOTTOM IS GIVEN ON
<br />4.
<br />COMPONENT � MAY K PERMANENT at REMOVABLE.
<br />3. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15.
<br />A SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION a
<br />SPACER, AT 7RACKS INSTALLED ADJACENT AND BEYOND To STUCCO/WOOD BANGS,
<br />:
<br />1; No• *
<br />� *.q'. • �
<br />y�•. OR !•'' --^
<br />�`rSS ON A�
<br />aram tat•=a "c
<br />/.
<br />-LE• y O rMe.
<br />u r r +,
<br />w..wS'.Ga�•I-,r. a . (r}�j w-Nr,
<br />FLORIDA BUILMO CODE NI h V NI
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />ipnr�� y.7e
<br />��4m ��1 E^`Fr`^fa'aa W
<br />w aA CN).0 RL 3M.. ).m OMF
<br />PL �It
<br />TRIM-B.Ny, ..;
<br />at'Nn.A.r 1 �'io'L
<br />w r
<br />_
<br />tlt•"AY AAa
<br />IAA. M110. .l[NOM
<br />t11Qt el
<br />AN-,a1 �A-
<br />M OIAY
<br />N�11p
<br />OOt1011NN
<br />/'p p 0,�F1■ONN
<br />.MA, -7"
<br />r-r at MEIN
<br />2 1/4'
<br />wam m
<br />I Tm 6 A 7
<br />*MIA -72A
<br />>T-O• TO r-r Mm.
<br />2 7/P
<br />1 1101U e a 7
<br />.SGA -77.0
<br />w-r TO ill-r M.a
<br />2 1/r
<br />�wUM1QL1
<br />1mygR�
<br />' Af pqN=
<br />•
<br />•41.8, -4sA
<br />12'-4' ON LW
<br />7 ,n'
<br />•SorL
<br />0 a to
<br />Ban r/ ,/•i-70,1• u Ni a wow N wimm a woumi M W AWL
<br />twAm Oa.Y FOR pAmnzG7! QwmuAmm AS PER steram , MB! 7. am bwR 4 • OH
<br />MAPARA ABA.
<br />oes"
<br />wma (IaJ.f.)
<br />WAKM xcmm vac" TOR to - 3 1/r
<br />APPUCAKE TO
<br />'OF THE�M110M
<br />WoeY PANEL
<br />LOIeM 1• (1L)
<br />upcom
<br />Cr TM-aw
<br />ams-01
<br />MAINOAMW FwErE O
<br />ME
<br />PARCU pmtEO
<br />w N2"IDEw
<br />CO`IOOILE„1[
<br />TO aowcom
<br />I
<br />TO oNER O
<br />oNaomm
<br />UICX
<br />10 Oman!
<br />o
<br />To =CAM
<br />o It
<br />a
<br />N/A
<br />WA
<br />WA
<br />r
<br />N/A
<br />•'
<br />WA
<br />1'
<br />NA
<br />(HIT►)
<br />.•
<br />r
<br />N/A
<br />OVA
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />,Oy)
<br />.55A -71A
<br />r
<br />N/A
<br />WA
<br />WA
<br />r
<br />WA
<br />r
<br />WA
<br />r
<br />WA
<br />2 )
<br />r-r OR LESS
<br />r
<br />M/A
<br />"/A
<br />N/A
<br />r
<br />WA
<br />r
<br />N/A
<br />r
<br />N/A
<br />2 /mNab
<br />r
<br />N/A
<br />N/A
<br />WA
<br />r
<br />WA
<br />a'
<br />WA
<br />S'
<br />WA
<br />3 A A (Ion
<br />oR Los
<br />r
<br />r
<br />WA
<br />N/A
<br />P•
<br />r
<br />r
<br />r
<br />O'
<br />r
<br />3 0110110M)
<br />r
<br />WA
<br />WA
<br />WA
<br />r
<br />N/A
<br />r
<br />WA
<br />r
<br />WA
<br />7 (LOP)
<br />r
<br />S'
<br />WA
<br />WA
<br />r
<br />r
<br />B'
<br />.'
<br />s'
<br />.
<br />4 a 7 (eOfiW)
<br />WA
<br />WA
<br />12 1/2'
<br />S ,/4'
<br />12 t/r
<br />. 1/••
<br />. 1/••
<br />",/•'
<br />a ,/4'
<br />a 1/A"
<br />a cm-nomw
<br />SIX VMS 10 a II FOR AMMOS TYPE A 51410111 TO eMAUAtma Oft Wool FRANK BBLei
<br />WOMAN AND" MAcam AND UM" Spot OGTAAR Ai OetAn 001 TN. SOINML FOR tA. LOW
<br />THAN sown ON 9 m u tit a now wpm* ar MOxwtY o M"mw "Am" on 10,4314m IN
<br />THE FAILING FACloft Fat US OPUM! " TO BE POSERS, IMBAM VAL•FJ DIMMED UM Refol
<br />POLL W IS LESS TNW MNri M'AAO"A MOWED 00 aLH ANCHOR rift AT AMMON LOMMI
<br />wow M
<br />_ t a
<br />t/ty
<br />Vr.
<br />r LOGO Immom w
<br />1
<br />1
<br />3
<br />1
<br />l ,n
<br />a
<br />44��0 N>rr.
<br />1
<br />1
<br />a
<br />1
<br />1
<br />a ,n
<br />11AA\a a..r ar BAI
<br />1
<br />a
<br />A ,/a
<br />a 1n
<br />-
<br />1 In
<br />Asa Y 4= omm
<br />SIMOA
<br />vr
<br />AS
<br />I a
<br />I_
<br />_
<br />2•
<br />tm
<br />,.m-
<br />2,
<br />tm
<br />r
<br />m
<br />w
<br />r-r Aa
<br />1 II
<br />1 �
<br />i
<br />1
<br />I
<br />-
<br />1
<br />1
<br />I
<br />i
<br />1
<br />1
<br />1
<br />Ba
<br />_ I I
<br />1
<br />ONea as I
<br />1IB/IMlO11 1
<br />To OIAIt 1
<br />I
<br />I
<br />i 1 '
<br />I ED
<br />ED
<br />[
<br />1 I
<br />,/4' I.P.. B/r Lao Gas Barra
<br />1 r/ ,/4•r-S%r aA Ni k 6 1/4' o.C.
<br />PDA Pon wow" ,w• Tor-w Me e
<br />Ile Oc. FDA t•IAOA UP ro r-a• "..
<br />al /•-10 aNHu1aMB mwt C on
<br />R K
<br />AmIAry�AE PLUS 0 it , at w"H I
<br />Tr1A[.LIN o0N A
<br />t f �oGmN Or OonlG WOOD PLATE FOR
<br />1 ALL Inane uP 10 r-r MAL
<br />DIRECT
<br />SCALE 3/0-1'
<br />lifil�it
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +SS.S, -72.0 PSF AND PANEL'S LENGTH LIP TO 8'-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 />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />INSTALLATION DETAILS FOR REGULAR PANEL3,31
<br />INTO EXISTING WOOD STRUCTURES
<br />/yr 1N�
<br />A CIA
<br />� f 4 -/• . n _
<br />Mil �
<br />( 'I I
<br />ED
<br />EDT-..
<br />,
<br />_.._.�..._
<br />OA
<br />,� ` I ED
<br />ED
<br />3 R-G
<br />L�
<br />I
<br />s 1
<br />I RtaAAm 1 -
<br />i 1
<br />ma1•IN
<br />Ae°°°mI"li°a
<br />'
<br />L ALTERN.TNE
<br />1w
<br />STALE 3/•-1=
<br />m
<br />d
<br />1 s
<br />I an scmww ON SAW a[ - 1 e
<br />roA M. SWARAT "
<br />To 4ASi ) 1 l
<br />I
<br />I nLo �
<br />I • u +/r oc
<br />1
<br />ED
<br />D
<br />1 i `
<br />ORED
<br />f'
<br />ED
<br />EDT_
<br />1e010
<br />PLAN
<br />i 4 fr.
<br />�
<br />�I
<br />I
<br />�.orr °e °aN
<br />�I
<br />• 2%.• Tun �` . Mm"MA1 w NAw.AT
<br />K AEA. VA !YlTAN L 1f1AN
<br />sCJBE 1/B-I•
<br />mong
<br />ALTERNA7iVE= LW
<br />BOIL 3/M1
<br />SUDS • Eye
<br />qmw
<br />12 1/2 0. E
<br />HOLD PINE
<br />a/a Mtn (fJ1K 1)
<br />4R)OS OVEVERY
<br />RLAP
<br />�B`B1B�■r��■fe��Y I�M�_•Bl!•�B!•�►�Bl•B7•■
<br />A
<br />Ma. • .11. .7_ _IA, " H
<br />V AEA
<br />TAcal
<br />or w-w
<br />au-0
<br />TWYIMR FOAL o
<br />N"ELMGt ALIT
<br />APPUQNIUL
<br />PREMIUMS
<br />'
<br />TO CONCRETEom
<br />to
<br />To
<br />TOt
<br />To
<br />sum
<br />1D Im
<br />al
<br />l0
<br />to
<br />i
<br />oNOL 710N
<br />roew
<br />NNGMW Nwa
<br />InO1M l• OL)
<br />55.0. -72.0
<br />0'
<br />N/A
<br />N/A
<br />NN//AA
<br />6'
<br />N/A
<br />r
<br />N/A
<br />6'
<br />N/A
<br />11 a 2 (TOP)
<br />r-o* OR LESS
<br />a'
<br />7'
<br />B•
<br />B'
<br />B"
<br />B'
<br />B"
<br />e'
<br />B'
<br />8•
<br />t (BOTTOM)
<br />+55.0 -72.0
<br />a"
<br />N/A
<br />N/A
<br />M/A
<br />a'
<br />N/A
<br />e•
<br />N/A
<br />a
<br />M/A
<br />t a 2 (top)
<br />8'-NY TO 7'-B'
<br />r
<br />5-
<br />S'
<br />r
<br />B'
<br />7 1/2'
<br />/'
<br />9'
<br />e'
<br />9"
<br />1 (BOTTOM)
<br />.a5.o -72.D
<br />e
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />a•
<br />N/A
<br />6'
<br />N/A
<br />1 a 2 (Top)
<br />r-r To s e
<br />e
<br />4'
<br />B'
<br />e•
<br />a•
<br />a
<br />e•
<br />e•
<br />e•
<br />a'
<br />I (BOTTOM)
<br />lmaw ASA
<br />Mr,A
<br />1 (BAG a yr a fie w W AOD
<br />aM P (mA • Y r PADN W W AOD
<br />-
<br />SECRDNW / a
<br />-n0
<br />MA70MUM PN1LL
<br />LEIIOIM 1' (R.)
<br />OF
<br />+482 -a1.5
<br />3• J"
<br />4 1 ' 4 1 r
<br />2 (BOTTOM)
<br />r-6' OR LESS
<br />+524 -66.0
<br />J' 1 3-
<br />A• 4•
<br />2 (BOTTOM)
<br />r-a' OR LESS
<br />+55.0 -72A
<br />2 1/2' i 2 1/2•
<br />4• 3 1/2•
<br />2 (80T1om)
<br />r-6' OR LESS
<br />1/r 2 1/2•
<br />N/A N/A
<br />2 (BOTTOM)
<br />7'-r TO 6'-0-
<br />--'r-4'-TO:
<br />N/A N/A
<br />3• 3'
<br />2 (BOTTOM)
<br />a'-e-
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL
<br />0
<br />t/r i{i BLE 1 i 1 1 `-wm,= PANEL `-EJD PANEL
<br />1"eP,Acallo M°`sMc
<br />1'-S INn.
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCABL TO SCHEDUL 2)
<br />SOUL- 3/1r - I -
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p2■_f•) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH `L` SCHEDULE
<br />f."AM, Arr ONLY TD [•r"1ra 1 a 2 A,Fr, FOR LIFEL STORM PANEL
<br />2211011 aN SIEL IAL
<br />•�cEN�
<br />No. 44157
<br />r
<br />Y111" A" IEam
<br />"r J""A
<br />,w,. me U..
<br />'•'i w -A
<br />.eta -7aA
<br />r-r
<br />a a/••
<br />,Ara>m
<br />la INDEX ,/ FOR ANCHO" TYPE A OWNS TOR KWULLV IG ,"10 ,mOO FRYE "am
<br />IwMALIM ANOWR rVicew AND MOM" cm ovum B AR A DCAM ON ,LAN 1t7100ItL FOR
<br />La. ML THAN 011OG105 ON SDINML AmLOE ANCHOR VAOG Wf 14LIVLVN• SPACING
<br />SHIN ON SOMR1 BT INE FAIANwM FAc1C IL PNI THIS WOMAN ro BE NO LE
<br />011mucm SPACING COABBS MO FACTOR SHALL NOT 0 Lto THAN ANARm SPACING
<br />POIN"m rLA Do" AO"c" TYPt w A1o1GIN LtM O.
<br />wow 4WE
<br />I/4'. ..
<br />1/4'.
<br />1/41
<br />1/0•
<br />I/r.
<br />OI Tr-a�
<br />_
<br />QI"
<br />NLq
<br />W nxwm arwrA
<br />a
<br />3
<br />1
<br />a
<br />: In
<br />•mmN,IAr/ IN
<br />a
<br />a
<br />a
<br />a
<br />a
<br />"A"" w Oy
<br />,
<br />1
<br />1,n
<br />a ,n
<br />4
<br />ABBE BA 0BO
<br />RCiN
<br />-m
<br />r
<br />a 1
<br />Im
<br />,J4
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING (p.s.fA) AND CORRESPONDING MAXIMUM
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS(1i A Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(MAUD ONLY FOR PANGS (^L/A @ BOTALLATO W AS PER MEP I - t THOU 10. ON SMUTS 4, 5 a 8)
<br />ANCHOR
<br />To
<br />sl: BIIoi• +a ti AIG ,: FOR AINt7Ga TYP
<br />ip A. 7(�
<br />�L ..........
<br />'rtP
<br />FLORIDA
<br />BU,LDNIO CODE NI V� Hu
<br />Gone 2:on•
<br />sown
<br />* ' NO. 4167
<br />mme n,e G r 20 GAGE GALVANIZED STEEL STORM PANEL
<br />F.P.
<br />IF
<br />aT
<br />_
<br />O,f:•. f� F, --
<br />'�j
<br />- -
<br />11 V �.E C► � IMo�
<br />PROTECTION PRODUCTS, uc
<br />ow m
<br />01 Arl
<br />FS•. ID
<br />2p
<br />La
<br />1fIBw
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<br />IANC rl su,•
<br />`s/0 • • N�
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<br />w aw
<br />Roe LBO)■-7w Aw: N/•ltl►em
<br />20-t 7B
<br />IL
<br />at aeonu
<br />BONG 1r
<br />A i.
<br />t
<br />AIIOi . m i
<br />1M11INa
<br />ASa OEM
<br />PAorBE
<br />M7m0
<br />(pwf.)
<br />IIAIOaY /I/DHDAS EII1C.1a 1011 tJL - 7 1/r •-
<br />mlieAelnN
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<br />fIF 1fI-pV
<br />CAIA-W
<br />PNIOAMR IiLNL ID
<br />►KQa1NE FWt
<br />Bap !EF
<br />70 OOPIDIo[
<br />ro
<br />CONDILT[
<br />BIDE,
<br />ro mNICHA7[
<br />ro
<br />mPLTMi[
<br />BLOC"
<br />ro OOPMCNOE
<br />ro
<br />ta«aAnE
<br />BLOIX
<br />ro I'2"ICRIS
<br />ro
<br />oo1MAET[
<br />BIDw
<br />ro IODIEIER
<br />ro
<br />cO.NCRO[
<br />BIDOt
<br />ro mMIG[1[
<br />ro
<br />a.M1a17[A
<br />BMOC"
<br />e'
<br />N/A
<br />N/A
<br />N/A
<br />e•
<br />N/A
<br />8•
<br />N/A
<br />a•
<br />N/A
<br />N/A
<br />N/A
<br />, (TOP)
<br />e•
<br />{•
<br />N/A
<br />N/A
<br />e•
<br />B'
<br />e•
<br />B'
<br />e•
<br />8'
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />a'
<br />N/A
<br />N/A
<br />N/A
<br />0'
<br />N/A
<br />e•
<br />N/A
<br />a•
<br />N/A
<br />N/A
<br />N/A
<br />2 (COP)
<br />e'
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />5•
<br />N/A
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />60.5. -72.D
<br />e'
<br />N/A
<br />N/A
<br />N/A
<br />e'
<br />N/A
<br />a"
<br />N/A
<br />e•
<br />N/A
<br />N/A
<br />N/A
<br />3 ! { (TOP)
<br />>r-5' 70 B'-8•
<br />OR LESS
<br />e,
<br />{.
<br />N/A
<br />N/A
<br />0'
<br />e•
<br />N/A
<br />M/A
<br />3 (BOTTOM)
<br />0"
<br />N/A
<br />N/A
<br />N/A
<br />e'
<br />N/A
<br />e•
<br />N/A
<br />e'
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />a•
<br />{'
<br />N/A
<br />N/A
<br />e"
<br />a•
<br />e'
<br />e•
<br />e•
<br />a•
<br />N/A
<br />N/A
<br />{ ! 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2•
<br />6 1/A`
<br />12 1/2'
<br />a 1/4"
<br />6 t/1'
<br />6 1/{•
<br />B 1/4'
<br />0 1/1'
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />BO.0. -a3.3
<br />N/A
<br />N/A
<br />12 1/2'
<br />S 1/4'
<br />12 1/i'
<br />a 1/r
<br />a ,/{•
<br />a ,/{•
<br />a 1/{•
<br />a I/{•
<br />N/A
<br />N/A
<br />• (TOP/BOTTOM)
<br />'-B' TO 11'-2'
<br />eBA, -72.0
<br />N/A
<br />N/A
<br />a T/{'
<br />N/A
<br />a 1/4•
<br />N/A
<br />a t/{'
<br />a 1/{'
<br />a 1/4'
<br />6 ,/{•
<br />N/A
<br />N/A
<br />a (TOP/BOT70M)
<br />'-r ro 11•-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/{'
<br />a 1/{•
<br />a 1/4'
<br />a 1/f•
<br />a, Y, ,O (TOP)
<br />0
<br />a
<br />e•
<br />{•
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />e'
<br />6'
<br />6 1/1'
<br />a I/{'
<br />8 (BOTTOM)
<br />ll'SS
<br />a'
<br />4•
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />e•
<br />8•
<br />a 1/+'
<br />a 1/4'
<br />B (BOT704)
<br />12'-{• 011 LESS
<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/s•
<br />a 1/1'
<br />a 1/4'
<br />a 1/4`
<br />10 (BOTTOM)
<br />E • •A,rANo ra IIIaTAL.lAlaw mro rood rR•E BIwLa1o.
<br />NGerw ANGINA BP,AOG[ AWo MeaaM moE owTANCE A,E INDICATED ON TI,A IICIImNL FOR La tm
<br />nvN eoGATm a scIImIAE NEOILE ANCHOR sAa"Ho B7 MAAl1.uw tMCRA aNarN a Wa,mw[ BY
<br />M ra1L"AINo rAa'roAL rat ilaB aN31mw ro s PaBeBLL. RmIHGm BncaG OBtArEo IAINO rAcra
<br />TARN NOT K USS tlNw LwWA 9AC►n RIOIDatO FOR FAON AMCGA IMPS N ANDGM LEOOID.
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<br />ft. PANEL,LasmH
<br />(SEE Nl1TE 1)
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<br />tPAAELIATE , �• 1EWIICD
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<br />$MF 1
<br />WFAME 3/e-I-
<br />mm
<br />1. INSTALLATIONS FOR ALTERNATIVES $W. SW ! ION ONLY VALID FOR
<br />INJU /GS WITH A.S.D. DESIGN LOADS UP TO +43.6. -40.0 R"J. AND
<br />PANEL'S LENGTH UP TO 12'-4-
<br />L FOR NEW WOOD TRAM[ CONSYRUCTIOW WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.53 OR EQUAL.
<br />I4ORF FOR C/)Ywi►TNOM tY INCTIONS;
<br />TOP !BOTTOM MIOFNTIN65 CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION-
<br />t/AY fAa taIOtB • r a.,- w/
<br />I/2 MAL W AVAIRD PENETRATION
<br />to ODSI"G wow WAM
<br />Z;.---
<br />Na. Pma LENGTH
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<br />(SEE NOT[ 1)
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<br />ALTERNATIVE
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<br />Allow
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<br />WOOD FRAME CONDITIONS
<br />`
<br />ANCHOR LOCATIONS
<br />/aP Bo PLfD..1TE roALE Me a
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<br />atRlwn PUA 0 r oa • , ln' Mr
<br />fOmn S/r - 1-
<br />P14WIDm PE1ErAMGN ro Tom
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<br />1GTE :.,AIna ,aa"t NOT veil FOR airy
<br />WALL MOUNTING INSTALLATION
<br />ALTERNATIVE 1 W
<br />soma wr . I'
<br />IfDII><
<br />1. rEWUle11S A1E ONLY 1Hn TOR INNUMAIS W"m A.S.D. OEM LOADS L/ TO
<br />FOR +BOA• -72.0 PPI AEG PwtaY total" up TO a,-r.
<br />x Im � Lr00W/ 7NA1E CdYTAUCigm ,COD MONBq• l0 BE WVMM
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<br />>>
<br />�OLU
<br />SHEET NO.
<br />SH 1,1
<br />
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