|
B81L _. L >, ..... , ,,t I I L ._ _ . 1__ .: I., 1 _ 1_ �,.�,I �+--�I■d1i11. s u.��i�li J�d.i�Lii �� �I �.11irl a<. �.k. ii � LIL L .ili »„ I II��
<br />SIX,
<br />a•WN , arW'.W ,. 4 AL.
<br />N
<br />all
<br />1/4•
<br />MIA.
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />SPLIT PANELS
<br />wwL • e-r
<br />--- NAM
<br />V,/•Y 11■II ,an
<br />,\ �W A MIN.
<br />. t
<br />a 4/1•I Wal" I.L.
<br />�. No
<br />11aiw 9MN
<br />FEN[ i r Oc Y�
<br />N,AWI
<br />Nye 3
<br />AI■■.iYiitYi \,
<br />6FxE ,/4•-,•
<br />an M
<br />,r3 r Rm
<br />MULLION SCIEOIILE
<br />■on40N
<br />WA MULLION
<br />fPIN (FL.) •
<br />Rt011Nm NM.
<br />TUNE NUUIOM ••
<br />(, W-r
<br />2" . 3' . ,/e•
<br />> 4•-r TO W-e•
<br />r . 4'. I/e•
<br />■@t • yyy " & ' AI.U. OEM PNE> RAn'°
<br />ur]�V-!06.0 !u4.r_-_7�2_0_ �!._ - ORENIFD
<br />'SECTION E IM
<br />SCALE 3/11.1•
<br />NDTL• pMRRNUpONTOONIMM�D 111AT�'L'IS TWGNmN/7 TV on BOTTOM o OPENING,
<br />(eM[ PNn Aftes ON TOP
<br />OPL/Mp N/ 1Ue[ LOP A e0nA0
<br />1 �-T•'Y�•�TI �-�•'Pi'i IIv'
<br />.�1 1 •; IA.. , hl
<br />h°E1"11iiii si
<br />WTI I
<br />i
<br />1 iWA
<br />A
<br />N.- ,---
<br />' � iYll�lnlrmuo
<br />� BL4TALUTYIN - uTERNATIVE 3w
<br />._...._.__ SOLLE 1/4- . 1-
<br />r�sTALLA ALLAORTM TErE zw
<br />ScI 1/r - I-
<br />BDiXS+
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +M.5. -72.0 p.4.f. AND PANEL'S LENGTH UP TO W-8'.
<br />2. FOR NLIW WOOD FRAME CONSTRUCTION: WOOD MEBERS 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 />■ '�n�' '�n�' 'rangy '�n� ■n� �nr
<br />CODE (Mah Veloo1W HuFAoane
<br />mu«rx � FLOOR eB01RfE1MD wuL t< FLOOR E1OIRrtYER
<br />�uEATIeeE _ uTnIUTIVE alr YISTALUTIDNs _ uTn«AtEtr� sw
<br />(sect N AT TOP a UMBTED TO +u.--B7.o WW. SCALL 1/4' . 1-
<br />A.S.D. DOW PRESSURE RATING)
<br />BrAE: 1/4• . 1'
<br />■TAP • ri ,�k 1
<br />r+r wr Ni
<br />IidL1'i,*i'il°ICwo
<br />FLOOR MOUNT=
<br />INSTAIlATY111 - SECt1ON AAW
<br />SOME- 1/4' - V
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'L' SCHEDULE
<br />nNN n nN• •..e NdiL rA, w•.
<br />01�i16 -
<br />ceat'e fowq N
<br />"I W-
<br />o P10
<br />+%A. -7"
<br />r-r OR un
<br />2 1/4'
<br />IAEOL1m
<br />I WINO a A 7
<br />*WL -79.0
<br />>Y-e" m r-r TN..
<br />a 3/4'
<br />U INXI
<br />I THAN s e 7
<br />.e1L0. -LESS
<br />>r-e' m 11'-S" Ulm,
<br />a 1/r'MWIPW
<br />4
<br />.43N -4L0
<br />Ir-e OR UISS
<br />S r,2•
<br />' K OlXl►S
<br />L 0 • ,O
<br />- BWm./ 1/4i-aW1' IS. NS . e0RN0 AN Dow 0 -am OF PO&
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.N.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS (f) k �iA INSTALLATIONS
<br />INTO EXISTING CONCRETE !CONCRETE BLOCK STRUCTURES
<br />MNA ONLY FOR FWNEISCi• (bowalAmw AS PER sumns I Twnu 7. ON SURE 4 A 51
<br />1NiMRN AS..
<br />0E7iCN
<br />mum Pt►•)
<br />MAMMON N+ON NWCAN FOR ED. - 3 I/'r ••
<br />APPLICNINA 10
<br />>!N'IIOIM /P A
<br />ANY OF
<br />o HIN
<br />Mumm Pala
<br />tDINN t• (N.)
<br />iIWWM
<br />tl WI•+0■P
<br />dIR-,I
<br />INEANSL FBMj •
<br />IAIpAMiE LUG
<br />m OWMEW
<br />�
<br />ro coumm
<br />MERC [
<br />m CONCRETE
<br />aWt
<br />10 COMMIS
<br />W&
<br />ro CONCETE
<br />"OUXX NOICEEI
<br />9-
<br />WA
<br />N/A
<br />N/A
<br />e•
<br />WA
<br />r
<br />NRI
<br />•'
<br />(Ny)
<br />r
<br />r
<br />N/A
<br />TVA
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />, (norm)
<br />r
<br />WA
<br />WA
<br />MIA
<br />or
<br />N/A
<br />r
<br />MIA
<br />r
<br />WA
<br />3 crw
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />4'
<br />WA
<br />A'
<br />WA
<br />T'
<br />WA
<br />a (m w
<br />.U.S. -711.0
<br />r
<br />WA
<br />WA
<br />WA
<br />r
<br />WA
<br />4•
<br />WA
<br />r
<br />WA
<br />3 A 4 flop)
<br />7'-9. OR 1tl6
<br />an LAW
<br />6'
<br />6'
<br />WA
<br />WA
<br />0'
<br />r
<br />r
<br />e'
<br />6•
<br />r
<br />3160tAIM)
<br />r
<br />WA
<br />WA
<br />WA
<br />r
<br />N/A
<br />4•
<br />WA
<br />9'
<br />WA
<br />7 GOON
<br />4'
<br />e•
<br />N/A
<br />WA
<br />r
<br />s'
<br />4 A 7 "MV)
<br />WA
<br />WA
<br />,9 lIr
<br />4 ,n'
<br />r9 1/1'
<br />1 I/r
<br />6 1/4•
<br />4 ,/4•
<br />• I/4"
<br />0 1/4•
<br />6 O'aP/eOITallo
<br />on man 10 A 11 FOR NNICR6 rot A NNCNO AIR WMLLMNS MID "M Wall MWIOMR
<br />IWIBAN NCNPI MNap AB TNR6m MINERINNIOE AN MUM ON INS ININVAL IN EAM L
<br />N•N rWINAM ON MIAE IIISONOUN NWHON MOM HEWN SINGING 0100 ON 9CMWAA IN
<br />IE FOUJMM RCIOE, FOR INS OPINION A m SE MUSIC, m WPM OWMFM UIP10 AACTOI
<br />,U MN IS LESS TIKM •MOWN 4MCMI 1E10710 I= 904 ANOW "M AT AMMOAP I=&
<br />AMM TN6
<br />_ 1/4i
<br />VIM
<br />t/41
<br />r-.
<br />t/4S
<br />tH•.
<br />t/4'•
<br />04K-4I
<br />1/4i
<br />4■e•o
<br />r. nam W400 W
<br />3
<br />,
<br />3
<br />3
<br />3 ,n
<br />3
<br />'AWI■N-rn ON•PIY N
<br />3
<br />3
<br />,
<br />3
<br />,
<br />3 1rt
<br />Y Ar1 owK. MAN
<br />2
<br />,
<br />I , In
<br />1 3 VI
<br />1
<br />, ,n
<br />AWL fi
<br />WON
<br />I 1
<br />A
<br />_x
<br />-
<br />-
<br />3,
<br />r
<br />lm
<br />Im
<br />,m
<br />m
<br />Lowe
<br />M.L
<br />P TO
<br />I HAVEN FW ALL
<br />1
<br />C.C.
<br />10
<br />UP
<br />li4ffis
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP 70 W-8'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOO MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP t BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />INSTALLATION DETAILS FOR REGULAR PANELS
<br />INTO EXISTING WOOD. STRUCTURES
<br />�
<br />CI) & (1A
<br />I
<br />-,/�•I�/r/MNRe.I,4,(NAERNO•�r OC
<br />I '
<br />N
<br />10 a,NM
<br />1
<br />" f
<br />I
<br />I _
<br />I'm "m -
<br />'A!M■ 'O1
<br />10111H
<br />'
<br />ALTERNATIVE
<br />I
<br />SCALE 3/8-1---
<br />EGLEEiYo 3/8. - O.a
<br />I WnAOR'C' SEET
<br />1
<br />1'a'p•E4Oa"MLtt M
<br />r-_ 1
<br />A /1m9.
<br />� i
<br />I
<br />I
<br />i�
<br />mwc
<br />��, No.
<br />4Y\ 111I I�I.ND
<br />[ ''•.ynr�La/•
<br />�
<br />^�TN�---I/i%1wINWwMEr10lAI
<br />ALTERNATIVE AW
<br />• Ieoe, tl NSA.
<br />I!
<br />A,
<br />SOME 3/6.1'
<br />CONRWM is.
<br />pow t smunut NOT
<br />9011E 3/e-1•
<br />JNAME
<br />SHOWN MR CLAW"
<br />(VALM ONLY FOR PANELS (I)& CIA WnWATIOM A9 PER SECTIONS I THM 10. ON SHEETS 4. 6 • 61
<br />k*AN"
<br />ALO. OE910N
<br />PRRtUIE
<br />KNTEWI
<br />(P. I.)
<br />W A M NEWS WNW I= to - 3 I/r -
<br />APPUCOW TO
<br />Aw OUM
<br />OF MM
<br />U[MTN
<br />TAP M
<br />OF TN-W
<br />CN!(_w
<br />h96l,Mi 10Nti O
<br />PM6LYgE PL06
<br />101p SIT
<br />m WNOOTE
<br />To
<br />L'ONCOM
<br />«CON
<br />70 WN com
<br />10
<br />OaKCI1ETE
<br />eLacK
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />am
<br />To Comw
<br />To
<br />N>WNOIIYE
<br />LOCK
<br />To WNOEt[
<br />70
<br />CONCRETE
<br />SLOCK
<br />To 00"01"
<br />TO
<br />WNCETE
<br />&I =
<br />6•
<br />N/A
<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 (TOP)
<br />6•
<br />4•
<br />N/A
<br />N/A
<br />6•
<br />6'
<br />6'
<br />6'
<br />6'
<br />6•
<br />N/A
<br />N/A
<br />1 (BOTTOA)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />6'
<br />N/A
<br />e'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />b'
<br />N/A
<br />0'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />56A. -72.0
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />e'
<br />N/A
<br />6'
<br />N/A
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />3 & 4 (TOP)
<br />>7'-b• TO r-r
<br />OR LOS
<br />6•
<br />4-
<br />N/A
<br />N/A
<br />6•
<br />e•
<br />6•
<br />e•
<br />e•
<br />6"
<br />N/A
<br />N/A
<br />3 (BOTOM)
<br />6•
<br />III
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />r
<br />N/A
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6•
<br />4•
<br />N/A
<br />N/A
<br />6'
<br />e"
<br />6•
<br />6'
<br />6•
<br />r
<br />N/A
<br />N/A
<br />4 k 7 (BOTTOM)
<br />N/A
<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 1/4-
<br />6 1/4-
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />60.0, -WJ
<br />N/A
<br />N/A
<br />12 1/2-
<br />a 1/4'
<br />1 12 1/2-
<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/wrtow)
<br />•-8' TO 11•-r
<br />65.0. -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 />'-B• TO 1V-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 />6 1/4'
<br />1 1/4'
<br />L 9. 10 (TOP)
<br />A. -46.0
<br />6'
<br />4•
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />e'
<br />6 1/4-
<br />6 1/4'
<br />B (BOTTOM)OR
<br />12'-4*
<br />�M
<br />6-
<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 (BOTTOM)
<br />OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />M/A
<br />6 1/4'
<br />6 114'
<br />6 1/4"
<br />6 1/4•1
<br />10 (BOTTOM)
<br />sa NEETE 14 11 AND /E PoAN CHOPS TYPE A VACM FOR NSCNUUM INTO OW PRI61E SLE0N0.
<br />MASON MCHOR PACM06 AND MOM" WX O MM ARE 000AM ON THIS 904=11S. FOR EO, LAW
<br />THAN NOIWm ON SMUKAE MUCE NOW Sh1C61S W1 MAIINVING PACM SHOWN ON SCHEDULE W
<br />"a FOLLOWING FACTORI FOR ONE OPMCM TO of MNWL AmNCm NN:NC ONW= ,SING FACM
<br />SnN1 NCI SE U S THAN MMNRAI SAACW NOWATED TOR INCH ANCNON TOTE Al ANCHMAS lmWIO.
<br />NBM TTGE
<br />- 1/+1
<br />n1ww
<br />1/r•
<br />a w-NiRr
<br />1/4.
<br />1/4.1
<br />1_ 1/r•
<br />1 1/411
<br />•6K-N
<br />GGLNe-9n
<br />I•N. me"a vxw
<br />3
<br />3
<br />3
<br />3
<br />a ,n
<br />,
<br />••ww•n4Aa Ow.M N
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3 to
<br />a►,AYR owr. Y N
<br />]
<br />3
<br />3 ,n
<br />3 ,n
<br />4
<br />3 ,n
<br />ARIL f0 «ft ��
<br />I AB T 0 R
<br />r
<br />31
<br />-
<br />uaw" %pal all
<br />LC-l11
<br />to /a r a
<br />MIN. ►NIn LDWM
<br />tw NOTE 1)
<br />601E
<br />T OF -L•
<br />Y III
<br />i
<br />�r oa 1
<br />• ,h/0 ►A/1RWi Pllq
<br />e I r D.c. • 1 7/r
<br />COST 6 NWD WADER ro
<br />TOM e
<br />ESA
<br />An.. PANES LENOM
<br />(SEE NOTE 1)
<br />3011
<br />OF 'L
<br />WI
<br />lw
<br />r MANTA
<br />Y ot.
<br />a -Py!-iII -1��r,l '• ,I 1 ''I •,1 I �Tl4.-t,o�.DpPAOLN.MCL./NTN3M/E ,0RN7IA/•B2•\•. 14"
<br />J
<br />WOOD)• REOUMED
<br />10 WUN OF PLATE
<br />1$1{/'TC{4Lp0.-0N0.1IS.
<br />S�SOTINSUPMIED •
<br />N/
<br />off= AIM
<br />AT MCIIaM OF PLAX
<br />WAS 3/e-1'
<br />SOME 3/e-t
<br />8004
<br />1. mrALIATIONS FOR ALTERNAtMS BW, SIN R I OR ONLY VAUD FOR
<br />BUNM10.S AWITH AS.O. DESGN LOADS UP TO 4.43.S. -48.0 P•13. AND
<br />PANEL'S LENGTH UP TO 12•-4'
<br />L FOR NEW WOOD FRAME CONVRUC K* ROOD MEMBERS TO BE SOUTHERN
<br />PINE W. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />NOTE FOR ra1�1ATeAN OF 16FLRINN/S:
<br />TOP ! BOTTOM LIOUINTBIGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />PLUS
<br />ON M
<br />I
<br />� I
<br />sm
<br />A01 Q"
<br />---'--
<br />'
<br />_--
<br />lf:-
<br />M1 PANEL LENCM
<br />,,.Y-NRr• ft,P,
<br />WILL v .KIP
<br />iAP
<br />i
<br />(Scr MMT 1)
<br />;
<br />or l ,
<br />M�tl
<br />O MIIe
<br />.11E_41C-.i __A
<br />.CI 1,LT . 1:-,.
<br />Qi
<br />s
<br />�
<br />_
<br />Cu
<br />0�
<br />N
<br />U
<br />Q-
<br />O
<br />'�
<br />O
<br />ca
<br />cu
<br />C
<br />O
<br />O
<br />(Li
<br />U-
<br />O
<br />.�
<br />�•
<br />I
<br />�
<br />p
<br />Q/••�
<br />y
<br />F-
<br />�
<br />.Q
<br />. _
<br />cn
<br />a
<br />z
<br />z
<br />w
<br />J
<br />o \\�
<br />N O
<br />N pl`O
<br />QCL� M
<br />m N
<br />_ ILL d
<br />7C) O >`
<br />(6 O (II
<br />� N
<br />Y
<br />-aa�
<br />a
<br />(n c
<br />cn _
<br />Q O
<br />aU � �
<br />L) a)(D 0
<br />w � � !.-0
<br />t
<br />c
<br />a � O
<br />D c:
<br />> > a:W
<br />ON E iD cmmAl am � fOiANCHOO'ON Am ra„ NOW R" «[ 11tS OMLLtON 7r16T tt '• AL7fAWTE MTERIMTt
<br />WEST. 'ES"•'� J t ` 1/� �,/+, 2A/4. 3/4 OR 4/4 1, 2 1w/z 1' r1 s 1 d 1 8 AT � � 8 1 1 1 S AT END PA�a
<br />8 1 ti N._• INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />-\ aoo• .aNcO aoNN1ETE .. - "I,W. !.. -- t•-o 1/Y..._,._._....__...._.. snIOs o,o '/'>wErwTiooOm'01NA9u W
<br />INTO EXISTING WOOD STRUCTURES
<br />M. W
<br />ONIM CONCRETE (-__T __-... -:T .. (tx x•
<br />[AWARDcn I ! - i To NaD-
<br />6/6' •46-F
<br />I I tmms • twn 3 NN cut q o \ 1
<br />OVERLAP
<br />,am,R9 I ra' (�,N,E, i f f TTT 1 a,p PNEL1 € 2 �(-
<br />W"Y
<br />iP1 TOR TO ,UNm1TIG1I _
<br />I �NOM I ro KAeO OW - O 1 (NI» -
<br />S" • 12 Iff ESAIn I
<br />,/4
<br />i Na R TNIIFROR vANEL oD PANEL H Fw I I FOR I I w ~ \
<br />/WpWIE I •1.1' IMOK -9 se1LolAt /t 1RTMIKE 6+ 3 Mn. ANCHOR Mu. ANCHOR
<br />„ '�; ) r I , • :Ir 9T t at we 11.cu
<br />1" ttl q� : �2 , ESACIII ®� ! _a -I FOR NOu F011 Nw. �r -� Q aR 8 /• _ 4 fC1 �1A9 I N fp1�m11Lt '4 'NIt9,OR PAIR QID PANEL
<br />(6Q o[f 2h0 j. 1 1�� _ ... OR OIOECI MOUNT SANOW __ _.a AC6Ic _...___. r SPAcew_r mt°ACM°�` I -
<br />! I N I2NDe AN" DETAIL 1 WALL MOUNTING INSTALLATION PPUCABLE TO SCHEDULE t) DETAIL 2 FLnOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 O
<br />! atRs ,. 7/9�r,a/ar
<br />4UOINNO[ IaWTNN SOLUD 3//r - I• IGLU 3/Ir . I• .WINO WIR • (,,p1r L�
<br />SAID • 19 1/2' OA
<br />N NM'w 1/ MAXIMUM A.S.D. DESIGN PRESSURE RATING AND CORRESPONDING I ALTERNATIVE 1 ALTERNATIVE 2
<br />aaWTLRi'/" MAXIMUM A.S.D. DESIGN PRESSURE RATING [e.s.f.) AND (R.lAL) , 41„«
<br />W,rWMpE'tAE I i A 3/")CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULEAT g FORMAXWUM PANEL LENGTH 'L' }jEDULE "/'"pa. m • 2 I aa.
<br />ttOOWI1m I ', ! ! r r•4NNN•Ar• r m sEC710,1E t ! 9 .Trn FOR Nr i� .. slaw PANEL ,/++) I
<br />/4, 2/4, 21yA 3/4 at 4/4 ! 1, 2 ! Yw/15 1. ! 1W/15 INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES sIIIIEM oN sNLEr + „_
<br />cn
<br />/ I I IR MUM 9a wsau
<br />.-) ON In 9NE7L'vOPANR I.... SCHEDULE I I, (M wt ImiL+ ueuNF mdnn,ONs tap • RmiOM W/ F-n . 3 t/:• • NN'■"r,Mp � p� r � I• I �1
<br />/ I I AREA W/MO LSE SAM PILLS _ LocAT N, of LIFE (9R NOTE 19EWW) - st NOW11i0"
<br />I c•NL --- "----.. 1.•. aEouAR FwNtLs N/ oR ----- - - - SAFETY PANEL --F NASA. VP"DommM tl VCOMPETEP-" au-M PNEMAA PBNNE • FNENMR PUG 6�or0KA' 1 IIAIOMY A1LL �"' -� r-r 3 3/4• N.14aTE m WOE I r tar._
<br />L" - 6ELOMO ' • I/O'I MNEL E(� met INSTALLED AS PR9sm To W,&,t 10 WAIGITTER TO WN o 70 To 10 NOTWNMMTNM mom V (A.) I __ to
<br />(Wu'NE'n'4L+NmuNA"'0N .• // /r, i:�.i//%./.. / �• /!/'iNR sMEtr fI1E1IW ►METE OPEMNO SHALL %% 3tbrjWIyFfrO,1._M
<br />r. eL= t20Cr MOCK or THEN SEE OW n IN NpNWi MC a 2MCW Poll MWUTCNO DM ,bOD F2w9 MaOw. ITT
<br />OFTION ALMN9 B PRONem w IE/A 1HICL7 TINYIY AIICICR snACN444 NWI NWIIRAN m6[ ONMNIOE ARE IWI10.vm ON ilq OL7EONL PaR I i W /
<br />frELT 1.1 1'OUIRm WNCRRI[� I ro FAC{FINE INSM S NAENgm 6• N/A N/A N/A 6• N/A r N/A 6' NIA i • 2 (Mn E.D. Coe TWA OWAM ON SOWDN[ man AMI s1M " eY WLlIft"a lACmO INS
<br />pn1. Rf01ARm m e< MnLlm OR REMOIm HITCH MW«
<br />•-t••-I 35.0. -72.0 y 7• 9' 9' 9. r r 9• 1. 9• 1 (SOTMM) r-0' OR LESS NMKN ON SCHEDULE w M roumm FACMAL MR NR apolarl K l0 $1 POMKL
<br />CONCRETE ANCIIONS OF STRUCTURE. NEXIM SPACING OGWM UNO FACTOR OVAL Na R LE66 THAN MMMM WNW
<br />$Nar ,4) �'^ ELEYA I,ON e' N/A N/A MI e• N/A 6• WA e' N/A 1 ! 2 (TOP) 0010lu /al VCH AMOCO Mt At ANCHM LOW& ! I ( ' . I I �U�r, ', it .00MONPun00 WHO" O
<br />WAIL MO SOLE 3/32•-t' 0' 6' r r 9- 7 1/24S&O -72.0• 9• 9• 9• 9• 1 (60T►0M) 144N t/41 1 +'r
<br />WMI MOUNTING INSTALLATION16YO OWE _.__._ _ +1I
<br />®®all 1 • P /. r N/A N/A N/A 6- N/A 6- A(/A 6• N/A 1 O 2 (TOP) rPLaN P„Fe11►ii
<br />a"-"
<br />SECTION t SCALE: 3/6 . 1' v.09« Z SOLE: 3/5' - I' r tp M. OM , 4 K•'.-f +66.0 -02A 7•-S• TO r-S'
<br />f w 1 9' 4' Y e• 9• 6• 9• e• e• 9• 1 (80iTOM) M. rea ror 3 , a 3 9 rrt '•j 1, L...
<br />NOTES oN LSE 4APE7Y StORLN PAltl sYs1E1N 1MSIALLAi1O4 : •wlWN
<br />1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PILL (F810T OR LAST PANf.1J ( - -- uN■M 4I■ N , a 3 1n a In • • `;4 �•" , � $ F..L
<br />AN mraIOR PILL uM* PANES IN BEnN1IN END )' NPEA ,BNNE LAaWo» Avla («6t Raw. `' ALTERNATIVE 3 ALTERNATIVE 4 U CU
<br />OR AS N(pp r1�AgK ESL st"a,. r/A L40 SONAR • r OC. W/ I ,
<br />LSE SVIW PANELS WAY OR WY NOT BE INSIALIEO ADIACEM TO REOUTAR PANE1.9 SR NOR t) AF 00 PANELS. SEGn•Mf t YA70WM PANEL 3 T s S2 - _ Ma NMAOm ►BRIMOtlM an 6�
<br />YS Kmt 1) MONmK Asa I pRN r Nr M. RCN Ar aI MNW aWl N aNR • r r Pea, AF of ANW APP TO ----- �--_...... _. __._..-. .. .. _ __. _ .__ __.. ...--- '/+1a+•/9' Low IRAN MNw �W�cu
<br />(W/ OR W/o ROD" TRAGKs.) - _ �m .; ,i ti m FAMn,EIL FINALE b ELM ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS
<br />2. tlrc sAFErr PANEL CONSISTS OF 0.030' GALVANIZED STEEL STORM PANEL AS SECTION B-B ouNN------= ._ ___
<br />PER COMIPOae]II SHEET a Of 0101NRD. Rip
<br />SOLE 3/32"-1' P'WNIK - COYBINA Loom v (R.) -- - -- ------- -1 m - _ ,_�, . ,m FwwNTE PUN e r YA N , I/r KY, S&M I•
<br />TNIIOOm PacPRW10N m WOW >A/e' - W
<br />INB PANEL ITSE F TES BE RUAOEO OR INSTAUM FROM THE INSIDE ELF aJ. « TMa A' TIW NNE , .WRaN NMOWI OW a>MWM Apt OINn L
<br />STRUCTURE. Y•'.;........
<br />t H1tHT 452.8 -61A Y + 1 x• + t 2• : 7•-6. OR LESS WALL MOUNTING INSTALLATION TI
<br />3. LIFE GAFFES REQUMIES TOP TIRACK ro st coMPONE'Nrm• 6o1TOM TRACK ro p, TI +82J -66A 3' 3• +• A' 2 (BOTTOM) Y-6. OR LEss `;:'vCENfLwl✓
<br />sE Ab PER 6NLFr x of n•S ORAweNc. �i/i ALTERNATIVE 1 W W
<br />CONMONIXN�V BE METALLED WlAll ON FLOOR MOUNTED FOILORING SECTIONS 1 A :� •`'�'•.EII.S�e +55.0 -72.0 2 1/2• 2 ,/2` 4• 3 P. 2 (BOTTOM) 7'-6' OR LESS Np, 44t87 EOMc t' 3�?'• JCENSF '••`
<br />x ON taN6 AS WELL AtL ORALS 1 A 2 ON SHEET 14. V- `.0
<br />A Min. LENGTH FOR COMPONENT t5 1S'. FLWDA BUILD00 CODE Vol HIM cons Zone +55.0 -M.0 2 1/z` 2 1/2' N/A WA 2 (BOTTOM) 7'-6' To 6'-r * • pop nTeLro, Nt
<br />Mow ANCHOR EMCRNO FOR C ®ANCHDRAOE AT BOTTOM a GMEtI ON �• ,MNno Zone) I
<br />nTmll rre FP. t FLORIDA BINIDBW CODE h VNo01 NMrrlaenerione rm3o TET as FLORIDA BUILDING CODE NI Velocity NMrrlwne V.P.466,E -72.0 N/A M/A 3• 3' 2 (BOTTOM) Q
<br />SCHEDULE, A L SHEET 14. * 1k a 10 OAOE CAIVAM2ED STEEL STORM PANEL OWN W. 22 . FtOAIOT ,; ° 2O OAK OALWAMIID STEEL STORY PANEL �„ W„ � * : T ng 20 OAOE OAUTANE�O STEEL STORY PANEL � M, Z
<br />COMPONENT MAY 6t PERMANENT OR REMOVABLE. 4r/9a/a1N SS• • WryE/Ie6, I. 4INALL47" AK OILY vILWI FW $INM= WITH ALO. COMIN UMIX Pro S 47/M/MN
<br />_ PROTECTION PRODUCTS. LAC. Oat: --- PROTECTION PRODUCTS, LLC. Om, 4Ss.L -7a.a AN AIN FwLlh LtMOM u ro r-r. 's�p ••.,!h. aT0 _ PROTECTION PRODUCTS, U.C. aor:
<br />6. SEE OETALS FOR MOALLA11ON INTO WOOD FRAME BURLDRFOS ON SHEET ts. •Y••.. Da IL ECO 1«C. -
<br />IL E C O INC. :FOES NE1r NOW F.NL oOwIRNTor WOW fAUSM ro rt San,Ee1 S E I L E C O Inc. 44,6 LN 9, swou Z
<br />A SEE SHEET 4 FOR DEAL APPLICABLE 10 THE NECESSITY MR THE INSTALLATION OF 3�S • ' O'A' A. 37N. 20-176
<br />SPACERS AT TRACKS INSTALLED A0.NCENT AND RYONO TO STUCCO/WOOO BARES. INNS N �`' ! .:•" w ." ` w41••-1s.9. Fla Lw•11M-Nn Nm-+Iw''. A. , R.R ■N-w. Lw419e9-1w Rw aegw•43q _ . _
<br />�• ,•/ �� MN a R r NCR. "LTA. ti �"• 2D-/7B PNL Me. L W/ 2Fear,c OOLIIY a O.M OR IFMNL. .y, SI A` u. AM. N, ,,, ,M„ Aq NIOC p4ry� ry, ,m'••o19QLr-m9r 20-176
<br />T ^" •^ O1NrW■ N. d-OWSI,P Nw. 4w p11a0 Mr. Nrq„ T A,.•+1fMA MItA-0O1117n �W PENO UN,
<br />PL OFN/lRMNA[/00[ NWL A 7-""FWNiN'r., I.L •EST u Y m PL =N./9ONtl11lE/W[ ■LOCI A TWIT M. IA. - wWE7 N was PE. 1fN/sAONNAE/MTE A nlR A It r Rm 14 arm J
<br />SHEET N0.
<br />SH 1,1
<br />
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