|
<br />~ V'b"
<br />.. ~ "..
<br />'" . 'II'
<br />" ,
<br />o :..:..
<br />000 0
<br />8F8-1B/l T 8F8-0B/l T
<br />@ @
<br />
<br />"
<br />.. I .....
<br />.' D'"
<br />.,. . '....
<br />.. .1...
<br />.. ',. "
<br />.. . .....
<br />.."..' "...
<br />',. " ..
<br />
<br />"
<br />: :p"'.:.
<br />.... . ."
<br />.. ,.. .. .
<br />.. t.. ,
<br />.. . .....
<br />.. .." ., .
<br />... I .....
<br />
<br />"
<br />.. I .,...
<br />....,'I,.. '
<br />.,. . .. '-:'''
<br />
<br />.. . .....
<br />.. .. 011I" ." .
<br />110.. I ...-:'''
<br />"
<br />, ."..
<br />'t .." '..
<br />.. . ."
<br />.. ... 't
<br />"
<br />, '.
<br />,
<br />o 0
<br />8F20-0B/l T
<br />(8)
<br />. :Q"
<br />...... '..
<br />".. ....
<br />.. ,.....
<br />"'.. ..
<br />, , Ilo,...
<br />.. .. .... ...
<br />.,' ....
<br />"
<br />.. . 110....
<br />.# .. .." 110..
<br />.,. . '....
<br />.. ,.. .. .
<br />.. t.. ..
<br />.. . ......
<br />.. .. AI" ."
<br />... '.. ..
<br />"
<br />.. . ......
<br />.. .. .." ...
<br />... ' '''..
<br />.. ,.....
<br />.. '.. ..
<br />.. , .....
<br />.. .. .." 110..
<br />".. ' '..II.
<br />
<br />. "....
<br />.. .." '..
<br />.. . "
<br />" ,
<br />:0,
<br />,
<br />o 0
<br />8F20-1B/l T
<br />@
<br />, :Q.,
<br />.. ".. .,,'
<br />.,. , '..II.
<br />.. ,.....
<br />.. '.. ..
<br />.. , .,..
<br />.. ..... "..'
<br />... ' "..
<br />
<br />'.
<br />" .
<br />.. .. ..' '.. '
<br />.... ....
<br />.. I.....
<br />.. " ..
<br />.. , ....,.
<br />.. .. .... 110.. '
<br />.... . 'II'.
<br />"
<br />.. . .,...
<br />".....,. ,
<br />".. ....
<br />... ......
<br />.. '.. ..
<br />,. . .,...
<br />.. .. .." '.. '
<br />".. .....
<br />
<br />.. . .,...
<br />..," '..
<br />"
<br />.. . 't..
<br />"
<br />, "
<br />,
<br />o 0
<br />8F32 OB/l T
<br />~
<br />
<br />. 110"'..
<br />.. .." 110..
<br />, '.
<br />.. .....
<br />:0,
<br />,
<br />o 0
<br />8F32 lB/1 T
<br />@
<br />, :Q..
<br />.. ".. "..'
<br />.: : ,'~.,
<br />.. '.. 't
<br />,. I "....
<br />......'." .
<br />110.. ' "..
<br />"
<br />.. . .,...
<br />.. 't .... .,. ,
<br />." ' 'II'..
<br />.. .....,
<br />.. ',. ..
<br />.. . "....
<br />.. .. .." ... .
<br />.,. I ....
<br />"
<br />.. , .....
<br />......'... .
<br />".. ' ',...
<br />.. ......
<br />...... ..
<br />.. , 110....
<br />.."..'... .
<br />." . "..
<br />
<br />, :b"
<br />...... 110..
<br />'.. . ',.,
<br />.. ,.. .. .
<br />.. '.. ..
<br />.. I 110"'..
<br />.. .. ..' ...
<br />... ' ....
<br />'.
<br />.. . to....
<br />.. ....."
<br />'.. '" ..
<br />.. ,.....
<br />.. ',. ..
<br />
<br />, ,.'......
<br />~ , .... .., ,
<br />.... ',..
<br />~ ." .. .
<br />"', "
<br />, . ""
<br />'" " .." .... .
<br />.., . '..
<br />, '.
<br />, ...,
<br />.. .." .....
<br />, '.
<br />'" , " "
<br />"
<br />. :'
<br />
<br />"
<br />... , ....'
<br />, "..,
<br />
<br />::'Q~~
<br />
<br />,
<br />o 0
<br />8RF30 lB/1 T
<br />@
<br />
<br />o 0
<br />8F28 OB/1 T
<br />CD
<br />
<br />. :p'.'.
<br />, , ..~ '
<br />.., ',..
<br />.. ,,, " .
<br />.. t.. "
<br />, , ....'
<br />,"..".., .
<br />.., . .....
<br />"
<br />... . ..,...
<br />"..' ....
<br />"
<br />6','0.."
<br />
<br />"
<br />: ".p....:,
<br />..,. ',..
<br />, ." . .
<br />. " .
<br />, . ......
<br />'" . ..' .... '
<br />..... . "'.
<br />"
<br />. ."
<br />, .." '..
<br />, '.
<br />.. ."..
<br />'.
<br />. ..,
<br />
<br />. :p',.'
<br />," ....
<br />.... ' .,.
<br />... ....
<br />"., "
<br />... . ....'
<br />.. "..,..,
<br />'.. " .
<br />6' ;'.....
<br />, ~.. ..,
<br />.. ' "
<br />'.10"....
<br />
<br />o 0
<br />8F16,lB/l T
<br />(S)
<br />
<br />,ri.:-o.
<br />, y~. '..
<br />.... '...
<br />.. ,. .. .
<br />"'.. "
<br />.. , .....
<br />, , ~" '..
<br />'.. ',.
<br />
<br />.. . '..,
<br />.. " .." ....
<br />.... ' ..'~'
<br />'.
<br />.. . .....
<br />" .." '..
<br />"
<br />
<br />.. ,."
<br />:0,
<br />,
<br />
<br />o 0
<br />8F20-1B-2T
<br />@
<br />
<br />. :0"
<br />.. ,,~ .,
<br />'.. ' .,.
<br />, ."".
<br />, '.. .
<br />, , .......
<br />, . ~" .,
<br />.... ' .,..
<br />"
<br />.. , ......
<br />, . ~" ...
<br />., . ....
<br />, ,,,..
<br />.. ., "
<br />, , .....
<br />~ " ~' '"
<br />., , .,.
<br />
<br />"
<br />, , ......
<br />,'..' ....
<br />.... ' ....
<br />, "",
<br />" ., ,
<br />, , ......
<br />.. " ~' ...
<br />." ' '...
<br />
<br />"
<br />, , .....
<br />.. ' ~' ...
<br />...' .,..
<br />.. ",.
<br />", ,
<br />.. , ......
<br />..'..' ...
<br />....' .,..
<br />
<br />"
<br />.. , .....
<br />'..' .,
<br />, '.
<br />... .",
<br />"
<br />, .,
<br />
<br />o 0
<br />8RF40 OB/1 T
<br />@
<br />
<br />, :p'..'
<br />, " ...
<br />... ' '"..
<br />" .. " , .
<br />"" ,
<br />.. , ...,
<br />..'..' ...
<br />." '".
<br />"
<br />'" , .....
<br />, .." ."
<br />.. ' "
<br />'" ,.. ..
<br />"
<br />, ..
<br />
<br />o 0
<br />8F16,OB/l T
<br />(f)
<br />
<br />W'b"~
<br />".. .,
<br />, . '..
<br />, ,. ,
<br />"
<br />, "
<br />,
<br />o 0
<br />8RF6-0B/1 T
<br />(b)
<br />
<br />, :0.'
<br />,".. .....
<br />... . ',..
<br />.. ... , .
<br />"'6' ,
<br />.. , ...'
<br />, , ..' ., .
<br />.... . ',.
<br />'.
<br />, . .,..
<br />~ . .." ... '
<br />.. . "'.
<br />, --
<br />
<br />'.
<br />.. . .,..
<br />'" . .." ., ,
<br />.., . '",.
<br />.. .,,,.
<br />. '" ,
<br />.. . ."
<br />.. . .." ., ,
<br />... . .,.
<br />, .
<br />.. . ."
<br />.... ..,
<br />..' "
<br />../ti.. .
<br />,
<br />o 0
<br />8F28 1B/1 T
<br />
<br />@
<br />
<br />r.#5 REBAR AT TOP
<br />TYPE DESIGNATION / MIN. (1) REQD
<br />
<br />r F = FIL~D WITH I<- '4. ..~ r ' ., Jll/2. CLEAR
<br />GROUT U = UNFILLED - .',' (., "I-- .' . '
<br />R = RE ESSED - ", .
<br />rANTITY OF #5 REBA AT - :..::f:......:..........
<br />TTOM OF LlI\TEL CA ITY l- _,"",' ,'I--
<br />I '...... 4
<br /><;2 - '':4~' '':.: I-- ~C M U.
<br />;;i, ~ _ '.,4 :'.....' :~
<br />::J ........
<br />r- -..J -'. ' ")" , I-----
<br />
<br />8F16-1Bj1 T ~,~ :(.::i'.~~ ,,>
<br />NOMINAL I J J ~ (0 ~:::'~""'j.'
<br />ill r' , ..J ... .
<br />WiDTH , '"
<br />NOY,INAL I-'EIG OUAI\TITY OF 5 ,.' ,~.
<br />REBAR ATTOP " ,
<br />
<br />o 0 0 0
<br />8RF14'lB/l T 8RF14,OB/l T
<br />@ @
<br />
<br />. :b"
<br />.. '.. ",'
<br />... ' '....
<br />.. ,,,,,.
<br />.... "
<br />.. , .....
<br />..'..'... '
<br />... '.. ..
<br />
<br />: ;p".: '
<br />.... . .,.
<br />.. ," , .
<br />. I.. ,
<br />.. , ""
<br />.. ' ..' ... '
<br />... . .,.
<br />.. ,...11Io.....
<br />... . ..' ... .
<br />... . ',.
<br />, ... . .
<br />.... .
<br />.. . .....
<br />'" ' ..' ... .
<br />... ' ',.
<br />
<br />MATERIALS
<br />1, f'c precast lintels = 3500 psi,
<br />2, f'c prestressed lintels = 6000 psi,
<br />3, grouted per ASTM C476 f'g = 3000 psi wi
<br />maximum 3/8" aggregate and 8" to 11" slump,
<br />4, Concrete masonry uniTs (CMU) per ASTM C90 w/
<br />minimum net area compressive strength = 1900 psi,
<br />5, Rebar per ASTM A615 Grade 60,
<br />6. Prestressing strand per ASTM A416 grade
<br />270 low relaxation.
<br />7,7/32 wire per ASTM A510,
<br />8, Mortar per ASTM C270 type M or S,
<br />
<br />, , ""...
<br />.. ' .." ." '
<br />., '.. .
<br />, ,. .. .
<br />. t.. "
<br />" .
<br />, . ..' ." '
<br />." . '.. 11Io
<br />, ,".....
<br />, ..' ...
<br />: :;~
<br />:0,
<br />,
<br />
<br />\-' , '., '
<br />, ..' "..
<br />, ' "
<br />'" ." .
<br />'.
<br />, ..
<br />,
<br />
<br />o 0 0 0
<br />8F24-1B/1 T 8F24,OB/1 T
<br />
<br />CD CD
<br />
<br />, 'Q..
<br />.. '.. ...'
<br />." .,.
<br />.. ," , .
<br />"... .
<br />.. , .....
<br />'" . .." .... .
<br />.... ' '...
<br />
<br />, 'Q"
<br />.. ".. ....
<br />" ' .,.
<br />~J " . .
<br />.. I.. .
<br />.. , ..."
<br />, , ..' ., ,
<br />".. ' ',.
<br />, .
<br />.. , ..."
<br />'" . ..' ...
<br />. ' ',.
<br />~ ~: , , . ,
<br />. '" ..
<br />, , "....
<br />'" ' ..' '" '
<br />.... . "'.
<br />'.
<br />.. . .....
<br />'" . ..' ... .
<br />" . .,.
<br />~:: .. , ,
<br />"'.. .
<br />.. , .""
<br />'" " ..' "" '
<br />... ' ',..
<br />
<br />'.
<br />, , ",..
<br />6' .. .." ., .
<br />.., .,...
<br />.. ,. " .
<br />.... ,
<br />, . .....
<br />'" .. .... ., .
<br />." . ....
<br />
<br />"
<br />'. .
<br />, . .." ... .
<br />." . ',11Io
<br />.. " , .
<br />"" ,
<br />.. , ...'
<br />6' .. .." ... .
<br />... . '...
<br />
<br />"
<br />'" , ."
<br />... .. ..' ... .
<br />... " .
<br />.. ,. , .
<br />'., .
<br />.. . ...."
<br />'" .. .." ... '
<br />... '..11Io
<br />
<br />'.
<br />.. , .....
<br />... . ..' ... .
<br />... ' ',.
<br />.. ." . .
<br />. I.. .
<br />.. . ..."
<br />, ' ..' 11Io.. '
<br />".. . .,.
<br />'.
<br />.. , ..."
<br />... . ..' ." '
<br />11Io . ',.
<br />, --
<br />, .
<br />, , .....
<br />, ..' ...
<br />, '.
<br />
<br />",'9..'
<br />o 0
<br />8F44 1B/1 T
<br />@
<br />
<br />"
<br />, "....
<br />, .." .,
<br />.. . '..
<br />, , ,
<br />"
<br />'.
<br />
<br />o 0
<br />8F40 OB/1 T
<br />(E)
<br />
<br />"ROUT
<br />
<br />SAFE LOAD TABLES
<br />
<br />~. /,.).
<br />~' ';::)~
<br />___ TYPE
<br />LENGTH _____
<br />2',10. (34") PRECAST
<br />
<br />3',6" (42") PRECAST
<br />
<br />4',0" (48") PRECAST
<br />
<br />4',6" (54") PRECAST
<br />
<br />5'A" (64") PRECAST
<br />5',10" (70") PRECAST
<br />6',6" (78") PRECAST
<br />
<br />7',6" (90") PRECAST
<br />9',4" (112")PRECAST
<br />
<br />10',6" (126") PRECAST
<br />
<br />11'A' (136") PRECAST
<br />12'0' (144") PRECAST
<br />13'A" (160") PRECAST
<br />
<br />14',0" (168") PRECAST
<br />14',8" (176") PRESTRESSED
<br />
<br />FOR GRAVITY, UPLIFT & LATERAL LOADS
<br />
<br />8" PRECAST & PRESTRESSED U,LlNTELS
<br />
<br />8U8 8F8-0B
<br />8F8-1B
<br />2231 ::lORq
<br />::lORq
<br />2231 3069
<br />::lORq
<br />1966 2561
<br />2R93
<br />1599 1969
<br />2189
<br />1217 1349
<br />1663
<br />1062 1105
<br />1451
<br />1238
<br />1238
<br />1011
<br />1011
<br />699
<br />752
<br />535
<br />643
<br />582
<br />582
<br />540
<br />540
<br />471
<br />471
<br />424
<br />442
<br />NR
<br />458
<br />NR
<br />412
<br />NR
<br />300
<br />NR
<br />235
<br />NR
<br />180
<br />NR
<br />165
<br />NR
<br />129
<br />
<br />8F12,OB
<br />8F12,lB
<br />4RO')
<br />4RO')
<br />3719
<br />4f)0')
<br />2751
<br />460')
<br />2110
<br />4::l7,)
<br />1438
<br />3090
<br />1173
<br />2622
<br />2177
<br />2177
<br />1729
<br />1729
<br />1160
<br />1245
<br />890
<br />1052
<br />945
<br />945
<br />873
<br />873
<br />755
<br />755
<br />706
<br />706
<br />NR
<br />783
<br />NR
<br />710
<br />NR
<br />548
<br />NR
<br />420
<br />NR
<br />340
<br />NR
<br />315
<br />NR
<br />250
<br />
<br />908
<br />
<br />743
<br />
<br />554
<br />
<br />475
<br />
<br />362
<br />
<br />337
<br />
<br />296
<br />
<br />279
<br />
<br />15'4" (184") PRESTRESSED N.R.
<br />
<br />"I.R.
<br />
<br />~~~
<br />L~
<br />
<br />2',10' (34") PRECAST
<br />
<br />3'6" (42") PRECAST
<br />4',0' (48") PRECAST
<br />4'6" (54") PRECAST
<br />
<br />5A" (64") PRECAST
<br />5',10" (70") PRECAST
<br />6',6" (78") PRECAST
<br />
<br />7',6" (90") PRECAST
<br />9A. (112") PRECAST
<br />10'6" (126") PRECAST
<br />l1'A" (136") PRECAST
<br />
<br />12',0" (144") PRECAST
<br />"5 REBAR AT BOTTO~
<br />OF LINTEL CAVITY
<br />\ 13'4" (160") PRECAST
<br />BOTTOM RE:NFORU'o
<br />7'5/8"ACTUAL r- PROVIDED IN LINTEL 14',0" (168") PRECAST
<br />8' NOMINAL WIDT (VARIES)
<br />
<br />o
<br />
<br />I<-
<br />
<br />GENERAL INSTALLATION NOTES
<br />
<br />1. Provide fu'l mortar head and bed joints.
<br />2. Shore filled lincels as required,
<br />3, Ins,allation of lintel must comply with the archtectural and/or structural drawings.
<br />4. U,Lincels are manu:actured with 5,1/2" long notches at the ends to accommodate
<br />vertical cell reinforcing and grouting,
<br />5, All lintels meet or exceed L/360 vertical deflection, except lintels 17'4" and
<br />longer with a nominal height of 8" meet or exceed L/180,
<br />6. Bottom field added rebar to be located at the bottom of the lintel cavity,
<br />7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage,
<br />8, Cast,in,place concrete may be provided in composite lintel in lieu of concrete
<br />:Tasonry units,
<br />9, Safe 'oad ratirgs based on rational design analysis per ACI 318 and ACI 530
<br />10, Product Approvas: Miami Dade County, Florida Nos.03,0605.05 and 03-0605.04,
<br />11. The ex-,erior surface of lintels installed in exterior corcrete masonry walls sha,1 have
<br />a coating of stucco applied in accordance with ASTM C,926 or other approved
<br />coating.
<br />12, Lintels ioaded simultaneously with ventcal (gravity and uplift) and horizontal (lateral)
<br />oads shoud be checked for combine loading with the following equation:
<br />Applied vertical load Appled horizontal load
<br />+
<br />Safe vertical load
<br />
<br />SAFE LOAD TABLE NOTES
<br />
<br />Safe horizontal load
<br />
<br />< 1.0
<br />
<br />1. All values based on minl'T'um 4" bearing. Exception: Safe loads for unfilled
<br />inteis must be reduced by 20% If bearing length is less than 6,1/2".
<br />Safe loads for all recessed lintels based on 8" nominal bearing.
<br />2 N.R. = Not Raced.
<br />3. Safe loads are total superimposed alowab'e load on the section speCified,
<br />
<br />4 Safe loads based on grade 40 or grade 60 field rebar,
<br />5, Additionalla',eral load capacity can be obtained by the deSigner by providing
<br />addional reinforced 'T'asonry above the precast lintel.
<br />6. One #7 rebar may be substi,uted for two #5 rebars In 8" lintels only,
<br />7. The desigT1er may evalua',e concentrated loads from the safe load tables by
<br />calcu'ating the maximum resisting moment and shear at d,away from the face of support,
<br />8. For composite lintel he'ghts not shown, use safe load from next lower height.
<br />
<br />9. For lintel lengths not shown, use safe load from the next 'ongest length shown.
<br />10, All safe loads in units of pounds per linear foot.
<br />11. All safe loads based on simply support span.
<br />12. The number in the parenthesis indicates tre percent reduction for grade 40
<br />field added rebar.
<br />Exampe: 7',6" lintel Type 8f32,lB safe gravity load = 6472 (15)
<br />
<br />w/15% reduction = > 6472 (,85) = 5501 plf
<br />
<br />14'-8" (176") PRESTRESSED
<br />
<br />15'A" (184") PRESTRESSED
<br />
<br />17'A.' (208") PRESTRESSED
<br />
<br />19'A" (232") PRESTRESSED
<br />
<br />21'A" (256") PRESTRESSED
<br />
<br />22'.()" (264") PRESTRESSED
<br />
<br />24'.()" (288") PRESTRESSED
<br />
<br />~~~
<br />L~ 8Ru6
<br />4'A' (52") PRECAST 1635
<br />4',6' (54") PRECAST 1494
<br />
<br />5',8" (68") PRECAST 866
<br />5',10" (70") PRECAST 810
<br />6-8" (80") PRECAST 797
<br />7',6' (90") PRECAST 669
<br />9',8" (116")PRECAST 411
<br />
<br />GRAVITY
<br />
<br />8F16,OB
<br />8F16,lB
<br />6113
<br />6113
<br />5163
<br />6113
<br />3820
<br />6113
<br />2931
<br />6113
<br />1999
<br />5365
<br />1631
<br />4360
<br />3480
<br />3480
<br />2632
<br />?hh1
<br />1h?<;
<br />1 >lL1..
<br />1 ?<17
<br />1<;....
<br />,,"''''
<br />',"'I::
<br />'''''A
<br />'''''A
<br />11'\7:;
<br />11'\7:;
<br />11'\(\')
<br />'rv)')
<br />~R
<br />',7(1
<br />NR
<br />1?o,0
<br />~R
<br />qo,O
<br />JR
<br />70,0
<br />~R
<br />">ClR
<br />~R
<br />.">"i0
<br />~R
<br />4,">0
<br />
<br />SF20,OB
<br />8F20,lB
<br />7547
<br />7547
<br />6607
<br />7547
<br />4890
<br />7 ,">L17
<br />3753
<br />7547(7)
<br />2560
<br />7547(36)
<br />2090
<br />7168 (45)
<br />3031
<br />5381
<br />??r1<;
<br />"l>lQ>l
<br />?<;hL1
<br />?o,;;L1
<br />?r10"l
<br />?OQ"l
<br />HUI::
<br />1>lL1h
<br />''''<:IA
<br />"'<:IA
<br />A""
<br />A~"
<br />, ,~I::
<br />""I::
<br />NR
<br />',Q()?
<br />"R
<br />'7"
<br />"'I
<br />n?'"
<br />~R
<br />'(1,7
<br />~R
<br />~,1:;
<br />"'R
<br />7~,1
<br />"'R
<br />,,:;,1
<br />
<br />8" PRECAST & PRESTRESSED U'LlNTELS
<br />
<br />8F8-lT 8F12.lT 8F16,lT
<br />8F8-2T I~' ~~'~ ~t-lb-L I
<br />1972 ::l17," 44;;0
<br />1972 3173 MhO
<br />1569 2524 3547
<br />1,,>f)q ?o,?4 ::lo,L17
<br />1363 ?192 3079
<br />1363 2192 3079
<br />1207 1940 2724
<br />1207 1940 2724
<br />1016 1632 2290
<br />1016 1632 2290
<br />909 1492 2093
<br />929 1492 2093
<br />835 (12 1340 1880
<br />835 1340 1880
<br />727 (23 1021 1634 (12)
<br />727 1166 1634
<br />591 680 1133 (15
<br />591 851 1326
<br />530 552 914 (15
<br />530 686 1183
<br />474 485 798 (15
<br />494 599 1028
<br />470 (9) 441 723 (14
<br />470 543 928
<br />418 (15 373 606 (14
<br />428 455 770
<br />384 (15 346 559 (14
<br />410 420 709
<br />239 323 519 (13
<br />246 390 655
<br />224 302 485 (13
<br />230 364 609
<br />187 255 404 (12
<br />192 303 500
<br />162 222 347 (11
<br />166 261 424
<br />142 198 306 (11
<br />142 230 369
<br />137 192 295 (10
<br />137 221 354
<br />124 175 267 (10
<br />124 200 316
<br />
<br />UPLIFT
<br />
<br />8F20,lT
<br />
<br /><=,747
<br />0,747
<br />4">f)0
<br />4')f)Q
<br />3966
<br />3966
<br />3508
<br />3508
<br />2949
<br />2949
<br />2694
<br />2694
<br />2419
<br />2419
<br />2102 (11
<br />2102
<br />1471 (15
<br />1705
<br />1185 (15
<br />1526
<br />1034 (15
<br />1422
<br />936 (14
<br />1349
<br />783 (14
<br />1145
<br />723 (14
<br />1050
<br />671 (13
<br />968
<br />626 (13
<br />897
<br />520 (lL,
<br />732
<br />446 (11
<br />616
<br />393 (11
<br />531
<br />378 III
<br />508
<br />341 (10
<br />450
<br />
<br />8F24-lT
<br />18c24'2T
<br />70~4
<br />70::lL1
<br />,,>,,>q1
<br />5591
<br />4853
<br />4853
<br />42q2
<br />4292
<br />3607
<br />3607
<br />3295
<br />3295
<br />2959
<br />2959
<br />2571 (10
<br />2571
<br />1811 (15
<br />2084
<br />1458 (15
<br />1865
<br />1272 (15
<br />1738
<br />1151 (15
<br />1649
<br />962 (14
<br />1444
<br />887 (14
<br />1434 (8)
<br />823 (13
<br />1324 (8)
<br />767 (13
<br />1224 (8)
<br />637 (1<-
<br />993 (8)
<br />546 (12
<br />831 (8)
<br />480 (11
<br />713 (7)
<br />461 (10:
<br />681 (7)
<br />416 (10
<br />600 (7)
<br />
<br />8F24,OB
<br />8F24,lB
<br />8974
<br />8974
<br />8054
<br />8974
<br />5961
<br />8974
<br />4576
<br />8672
<br />3123
<br />7342 (19)
<br />2549
<br />6036 (19)
<br />3707
<br />8360
<br />2698
<br />5681
<br />3486
<br />3486
<br />2777
<br />2781
<br />2423
<br />2423
<br />2193
<br />2193
<br />1838
<br />1838
<br />1697
<br />1697
<br />NR
<br />2245
<br />NR
<br />2058
<br />NR
<br />1609
<br />NR
<br />1282
<br />NR
<br />1114
<br />NR
<br />1047
<br />NR
<br />884
<br />
<br />8F28-lT
<br />8c28-2 I
<br />
<br />R'121
<br />R"l?1
<br />Rf)1::l
<br />6613
<br />5740
<br />5740
<br />5077
<br />5077
<br />4265
<br />4?65
<br />3897
<br />3897
<br />3498
<br />3498
<br />3039 (10
<br />3039
<br />2152 (16
<br />2463
<br />1732 (15
<br />2204
<br />1510 (15
<br />2053
<br />1366 (15
<br />1948
<br />1141 (14
<br />1718
<br />1052 (14
<br />1694 (8)
<br />976 (14
<br />1625 (11
<br />909 (13
<br />1562 (14
<br />754 (12
<br />1268 (14
<br />646 (12
<br />1057 (14
<br />567 (11
<br />903 (13
<br />545 (11
<br />861 (13
<br />491 (10
<br />756 (12
<br />
<br />8" PRECAST WI 2" RECESS DOOR U,Llt\TELS
<br />
<br />8RF6,OB
<br />8RF6'lB
<br />1749
<br />1891
<br />1596
<br />1756
<br />920
<br />1167
<br />859
<br />1113
<br />901
<br />901
<br />755
<br />755
<br />466
<br />526
<br />
<br />8RF10,OB
<br />8RF10,lB
<br />3355
<br />3699
<br />3063
<br />3699
<br />1770
<br />2481
<br />1653
<br />2342
<br />1825
<br />1825
<br />1490
<br />1490
<br />999
<br />999
<br />
<br />GRAVITY
<br />
<br />8RF14,OB
<br />8RFl4-1B
<br />3280
<br />5206
<br />2992
<br />5206
<br />1716
<br />4567
<br />1600
<br />4242
<br />3120
<br />3120
<br />2459
<br />2459
<br />1568
<br />1568
<br />
<br />8RF18,OB
<br />8RFl8-1B
<br />4349
<br />6639
<br />3968
<br />6639
<br />2277
<br />6389
<br />2124
<br />6639 (10)
<br />5048
<br />5048
<br />3776
<br />3776
<br />2253
<br />2253
<br />
<br />8" PRECAST W/ 2" RECESS DOOR U,LlNTELS
<br />
<br />8RF22,OB
<br />8RF22,lB
<br />5421
<br />8060
<br />4946
<br />8060
<br />2839
<br />8060 (34)
<br />2649
<br />8060 (39
<br />7747
<br />7915
<br />5743
<br />5743
<br />3129
<br />3129
<br />
<br />8F28-0B
<br />8F28-1B
<br />10394
<br />10394
<br />9502
<br />10394
<br />7034
<br />10394
<br />5400
<br />10294
<br />3686
<br />8733 (19)
<br />3009
<br />7181 (19)
<br />4383
<br />10394 (37)
<br />3191
<br />8467 (44)
<br />2818
<br />4705 (37)
<br />2163
<br />3643 (38)
<br />3127
<br />3127
<br />2805
<br />2805
<br />2316
<br />2316
<br />2127
<br />2127
<br />NR
<br />2517
<br />NR
<br />2320
<br />NR
<br />1849
<br />NR
<br />1515
<br />NR
<br />1359
<br />NR
<br />1285
<br />NR
<br />1092
<br />
<br />8F32,lT
<br />tlc:;2'21
<br />
<br />9608
<br />9f)OR
<br />7R::lf)
<br />7636
<br />6627
<br />66?7
<br />5861
<br />58M
<br />4924
<br />4924
<br />4498
<br />4498
<br />4038
<br />4038
<br />3508 (9) 424
<br />3508
<br />2494 (15 326
<br />2842
<br />2007 (15 284
<br />2544
<br />1749 (15 260
<br />2369
<br />1582 (15 244
<br />2247
<br />1321
<br />1993
<br />1218
<br />1954
<br />1129
<br />1874
<br />1052
<br />1801
<br />872
<br />1470
<br />746
<br />1225
<br />654 (11
<br />1046 (13 N,R,
<br />629 (11)
<br />997 (13 N .R.
<br />566 (10)
<br />875 (13 N.R, 91
<br />
<br />(14) 217
<br />
<br />(14) 205
<br />(7
<br />(14
<br />(11 N,R,
<br />(13) N.R.
<br />(14)
<br />(12) N,R,
<br />(14)
<br />(12)
<br />(14 N,R,
<br />
<br />8RF26,OB
<br />8RF26'lB
<br />6493
<br />9479
<br />5924
<br />9479
<br />3402
<br />7917 (19)
<br />3174
<br />7402 (19)
<br />9448
<br />9479
<br />7239
<br />8998 (19)
<br />4091
<br />4150
<br />
<br />~. ~~ UPLIFT
<br />
<br />____ TYPE 8RF6,lT 8RF10,1 >lR1'1 d..1T 8RFl8-lT 8RF22.lT 8RF26,lT 8RF30,lT
<br />LENGTH _____ 8RF6,2T >lR1'1 O-?TI >lR1'1 L1,?T 8RFl8-2T 8RF22,2T 8RF26,2T 8RF30-2T
<br />4'A' (52") PRECAST 905 174R 2635 ::;0<'<' 4409 5296 6183
<br />905 17<1>l 2635 3522 4409 5296 6183
<br />4',6" (54") PRECAST 867 1;;70, 2525 ::;::;(4 4224 5074 5924
<br />867 167') 2525 3374 4224 5074 5924
<br />5,8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594
<br />675 1::l01 1960 2618 3277 3935 4594
<br />5'.10' (70") PRECAST 655 1 ?R2 1900 20:;tI 3176 3815 4453
<br />655 1 ?h? 1900 2538 3176 3815 4453
<br />6',8" (80") PRECAST 570 101? 1601 2204 2758 3312 3865
<br />570 1 nq7 1651 2204 2758 3312 3865
<br />7',6" (90") PRECAST 506 N7 1462(8) 1952 (7) 2442 (6) 2931 6 3257
<br />506 967 1462 1952 2442 2931 3421
<br />9'-8" (116") PRECAST 395 491 931(12) 1301 (15 1640 (15 1980 (15 2322 (16)
<br />395 589 1135 1514 1893 2272 2652
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
<br />GR40 FIELD ADDED REBAR, SEE NOTE 1\0. 4
<br />
<br />LATERAL
<br />
<br />8F32,OB
<br />8F32,lB
<br />11809
<br />11809
<br />10951
<br />11809
<br />8107
<br />11809
<br />6224
<br />11809
<br />4249
<br />10127 (19)
<br />3470
<br />8328 (20)
<br />5061
<br />8825 (14)
<br />3685
<br />6472 (15)
<br />3302
<br />6390(47)
<br />2536
<br />4754 (45)
<br />4006
<br />4006
<br />3552
<br />3552
<br />2883
<br />2883
<br />2630
<br />2630
<br />NR
<br />2712
<br />NR
<br />2513
<br />NR
<br />2047
<br />NR
<br />1716
<br />NR
<br />1468
<br />NR
<br />1399
<br />NR
<br />1222
<br />
<br />LATERAL
<br />
<br />8U8 8F8 REINF.
<br />CMU
<br />
<br />1293 ~642 2135
<br />
<br />1025 1024 1830
<br />
<br />765 763 1365
<br />
<br />592 591 1057
<br />
<br />411 411 734
<br />
<br />340 339 607
<br />
<br />507 721 483
<br />
<br />534 357
<br />
<br />512 227
<br />
<br />401 178
<br />
<br />452 152
<br />
<br />402 135
<br />
<br />324 109
<br />
<br />293 98
<br />
<br />284 89
<br />
<br />259 82
<br />
<br />194 63
<br />
<br />148 51
<br />
<br />125 42
<br />
<br />116 39
<br />
<br />33
<br />
<br />8RF30,OB
<br />8RF30,lB
<br />7567
<br />10893
<br />6904
<br />10893
<br />3966
<br />9311 (19)
<br />3700
<br />8706 (19)
<br />7360
<br />10893(32
<br />5623
<br />10893 (48)
<br />3146
<br />5891 (47)
<br />
<br />8Ru6 8RF6 REINF,
<br />CMU'
<br />758 757 1365
<br />
<br />694 693 1249
<br />
<br />408 407 734
<br />
<br />382 381 687
<br />
<br />595 788 510
<br />
<br />509 674 393
<br />
<br />370 490 227
<br />
<br />jTYP' TIE BEAM W/3000 P,S,I,
<br />CONC, W/l #5 REBAR CONT,
<br />r USP SPT4 W/(6) - 10d X 11/2
<br />
<br />';i;;I:~ '~':::; '~~I:=;';:I1.'= '~;
<br />
<br />... ,. ".... . ' .. , ...... ,
<br />.. .., .., .... .
<br />
<br />
<br />I ;,
<br />I I .;. i
<br />
<br />STANDARD HOOKS W/25"
<br />MIN, SPLICE
<br />
<br />I
<br />
<br />TYP, FILLED CELL W/3000
<br />P,S,I, CONC,
<br />W/1 #5 REBAR VERT.
<br />
<br />h. ;,
<br />
<br />II
<br />
<br />I
<br />
<br />"
<br />'.. ...
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />1
<br />
<br />h. ;,
<br />
<br />I
<br />
<br />I
<br />
<br />'. ,
<br />'.
<br />
<br />I
<br />
<br />J.' ,
<br />
<br />If':'" , ~
<br />
<br />8" C,M,U,
<br />
<br />II
<br />
<br />I
<br />
<br />'. ,
<br />'.. ,.
<br />
<br />2" X 4" P,T, W/
<br />(3) 1/2" X 8" "J" BOLTS OR
<br />(3) 1/2" X 6" EXPA~SION ANCHORS OR
<br />(6) 3" X 1/4" TAPCONS
<br />(8) 2 7/8" HIL TI TIX,DNI NAILS
<br />
<br />I
<br />
<br />11.:
<br />If~ ~ :
<br />
<br />~
<br />
<br />I
<br />
<br />"
<br />..
<br />
<br />I
<br />
<br />11.:
<br />Ir~ .. ~
<br />
<br />.. ,........ ,....,.. ," ".. .. . Io,
<br />::..: 0":.: .i.' ,..:.....: ::..'~
<br />. " . ,
<br />
<br />, , . , ;~
<br />. ..,.. , ....' , ".... , ...... .
<br />. J' ".. ' ..' "', . J' .... . ..' .... .
<br />.. . '...... . ........ . .,.... . .,....
<br />
<br />I
<br />,
<br />
<br />3
<br />S-2
<br />
<br />FRAME (EXT./BRG./SHEAR) WALL
<br />, TO MASONRY CONNECTION DETAIL
<br />
<br />SCALE: N,T,S,
<br />
<br />-
<br />
<br />-
<br />
<br />LINTEL BEAM: .~.
<br />1 COURSE LINTEL,
<br />BLOCK W/ 1 # 5
<br />BAR & 3000 PSI,
<br />GROUT, MIN, 25"
<br />LAP (ACI 530)
<br />
<br />JEll
<br />
<br />.lmII
<br />
<br />NON-SHEARWALL SEGMENT
<br />
<br />I. 11111111111111111.1
<br />
<br />:~, ,,-
<br />
<br />TYPICAL SHEARWALL SEGMENT
<br />ALL SHEARWALL SEGMENTS
<br />CONSIST OF A FILLED
<br />CELL EACH END WITHOUT
<br />AN OPENING BETWEEN,
<br />
<br />: ~ >.
<br />
<br />FILLED CELL:
<br />FILL BLK, CELLS WITH 3000 P.S,I,
<br />rGROUT ONE #5 @ LOCATIONS SHOWN
<br />ON THE FOUNDATION PLAN
<br />AND FLOOR PLAN,
<br />MIN, LAP 25" (ACI 530)
<br />
<br />TOP_OF SLA_B ~
<br />
<br />NOTE:
<br />SECTION BETWEEN DOWN RODS
<br />ARE CONSIDERED SHEARWALLS
<br />UNLESS OPENINGS ARE BETWEEN
<br />THEM,
<br />
<br />CONC, SLAB
<br />OVER 6 MIL V.B, OVER CLEAN
<br />COMPACT, TERMITE TREATED
<br />EARTH FILL REINFORCED WITH
<br />6x6 W1,4XW1.~ WNF \
<br />
<br />:,
<br />
<br />:~, "
<br />
<br />... - - ~.\..:.,' ,
<br />~ .., " A ~ ,
<br />: ."l::~
<br />.. , lb,..
<br />~ . 1 ..
<br />
<br />f2\ TYP. SHEARWALL SECTION
<br />\"S-2 J SCALE: N,T,S,
<br />
<br />-
<br />
<br />PRECAST "U" LINTEL WI 1-#5 CONT, IN
<br />3000 PSI CONC, @ OPNGS, 6'-0" & OVER,
<br />PRECAST "U" LINTEL ALL OPENINGS
<br />UNDER 6'-0",
<br />
<br />HURRICANE
<br />ANCHORS\
<br />(TYP,) \II
<br />
<br />':t' .' III.f" ~':.i'~ '0:. .,:,; . II . .
<br />I" -.- , ';::. ...... ......-...... ..... - ":;
<br />I . ..' ,e.. ' _ ... . ." _' " .. _' ,"" .. _' ~ .. . ,". ..
<br />
<br />~,' ., ....1, ..... ,..... ,..... ,..... "
<br />".. ' ~ ....... ....'. ....'" "..'" ilIo.'.II
<br />.....-...:... -'~'-'""-,,,:,-'.. ~ -. ~
<br />
<br />SPLICES 25" MIN.
<br />LAP (ACI 530 )
<br />
<br />~
<br />
<br />~
<br />
<br />10"
<br />II'HOOKII'
<br />1 '
<br />.', ~ .' ':~' .',0..', ":1': . ~
<br />:;:'.- :;:" :;:.;=::;: '. ~,""'. '!' . ,
<br />. , .".. .. . ,.! .. _' ,!It.. . _. ,~ .. ' j' ",. f'
<br />
<br />I
<br />
<br />II
<br />
<br />~i.
<br />II ...:
<br />h
<br />
<br />'.
<br />
<br />I
<br />
<br />~~
<br />
<br />I 5
<br />, S-2
<br />
<br />#5 REINF'~
<br />BAR 1>
<br />..{;>
<br />-<:9
<br />\
<br />ruu;~~, ~1
<br />
<br />#5 STD. 900 HOOK
<br />
<br />SCALE:1"=1'-0"
<br />
<br />20" MIN, LAP
<br />l' l'
<br />L#3 OR #4 REIN'F~RCING BAR
<br />#3 & #4 LAP SPLICE
<br />25" MIN, LAP
<br />
<br />.m .J L75 ;~iN%R-2~N.tB~~ v~.
<br />#5 LAP SPLICE
<br />" 36" MIN, LAP "
<br />1 1
<br />.....~ ~~~~-L"~~~ :~~ ~~~n9':,~<'9':."'~~'.:r'
<br />#6 REINFORCING BAR
<br />
<br />#6 LAP SPLICE
<br />
<br />\ REBAR SPLICE DETAIL
<br />SCALE: N,T,S,
<br />
<br />STD, 90 HOOK
<br />
<br />II
<br />
<br />'. -"
<br />, . --',
<br />, '.... '11.' '....', ';1
<br />, . , . ." : I
<br />I
<br />
<br />I
<br />
<br />~
<br />
<br />
<br />h,:. REBAR BOTH SIDES FO~ '. '.
<br />C':. OPENINGS 6'-0" OR MOR~. ..
<br />J.,: .:~
<br />
<br />l. . '.
<br />r~ ", .. t
<br />
<br />I
<br />
<br />II
<br />II
<br />
<br />'.
<br />
<br />I
<br />
<br />II
<br />
<br />'.
<br />
<br />I
<br />
<br />II
<br />
<br />I
<br />
<br />L ".
<br />f:.. 'I
<br />
<br />l' '. '
<br />r:, ."
<br />
<br />II
<br />
<br />II
<br />
<br />II
<br />
<br />.... 110..
<br />
<br />'.
<br />
<br />I
<br />
<br />II
<br />
<br />[ '.'
<br />
<br />II
<br />
<br />~
<br />
<br />II
<br />
<br />L H. II
<br />r: "', . I II
<br />
<br />'.
<br />
<br />'.
<br />
<br />'.
<br />
<br />I
<br />
<br />'. '
<br />
<br />~
<br />
<br />I~'; '.
<br />
<br />II
<br />
<br />L:
<br />
<br />II
<br />
<br />I
<br />
<br />... "'.
<br />
<br />'.
<br />
<br />. .
<br />
<br />I
<br />
<br />'. .
<br />" ",
<br />
<br />II
<br />
<br />II
<br />
<br />I
<br />
<br />II
<br />II
<br />
<br />I
<br />
<br />I
<br />
<br />II
<br />II
<br />
<br />I
<br />
<br />TYP, BOND BEAM
<br />8" X 8" x 16" K,O,
<br />LINTEL BLOCK
<br />FILL W/3000 P.S,I,
<br />CONC, Wll #5 DIA,
<br />REBAR MIN, LAP 25"
<br />(ACI 530)
<br />
<br />I
<br />
<br />STD, 90 DEGREE
<br />ANGLE 3000 P,S,I,
<br />CONC, W/l #5 DIA,
<br />REBAR MIN, LAP 25"
<br />(ACI 530)
<br />
<br />INDICATES FILLED
<br />CELL FROM FTG, TO
<br />BEAM WITH 1 #5
<br />BAR MIN, LAP 25"
<br />(ACI 530)
<br />
<br />I
<br />I
<br />
<br />I
<br />I
<br />
<br />8" X 8" x 16"
<br />C,M,U,
<br />
<br />I
<br />I
<br />
<br />TYP, DOWEL 25"
<br />MIN, LAP (ACI 530)
<br />
<br />h' ,.... ,.... ,.,.. .... ,.... ,.... ,.... ,.... ,.,.. ,.... ,.,.. ,.... ,.,.. ,.... ,.... ,.... ,.... ,.... "":1
<br />.. ' ..' ".. ' ..' to. . J" .... J' llIo.. ' J' 110.. . ,,' ". ' J" .... . ,," .... ' J / .... J'...." J" ... " J' II. ' J" Ilo. . J" .. ' J' !> ~ ......' J' !>, . J' ... ' J' ,
<br />, ., ' 'p llo ~ . ' .....c::;:;, . '.., ' ',to, ' "., . '.., . '. to, 'c::::::;::, , '. llo, ' "... ' "llo, ' "... . " llo,'::::::::::::: .. . " llo, . '''., ' "., . .
<br />, .. ., , . . .'\1.. ,'II 'II.. ., 'II.. ., , . ., ,.. " , .. " 'II.. ., ... ., ,. ., " ., , . ., , .. ., 'II.. .. , . ., ,.. .. 'II. ., ,.. .,
<br />
<br />~SEE FOOTING DETAIL
<br />TYP, MONO, FTG,
<br />
<br />t
<br />
<br />SEE FOUNDATION PLAN 1
<br />FOR LOCATIONS
<br />
<br />I
<br />,
<br />
<br />1
<br />S-2
<br />
<br />, BLOCK WALL/REINFORCEMENT
<br />
<br />,
<br />
<br />SCALE: N,T,S,
<br />
<br />-
<br />
<br />l-- II111 II J
<br />=:
<br />-,
<br />-,
<br />-,
<br />=
<br />
<br />~. <D
<br />
<br />-,
<br />-
<br />-,
<br />
<br />::
<br />
<br />-,
<br />-
<br />-,
<br />-
<br />-,
<br />=
<br />=
<br />-,
<br />-,
<br />-,
<br />-
<br />=
<br />-,
<br />-
<br />-
<br />=
<br />-
<br />-,
<br />-
<br />-
<br />-
<br />-
<br />-
<br />
<br />~.
<br />
<br />-,
<br />-,
<br />-,
<br />
<br />::
<br />
<br />-,
<br />-
<br />-
<br />-
<br />-
<br />
<br />::
<br />
<br />-
<br />-
<br />-
<br />
<br />::
<br />
<br />-
<br />-,
<br />-,
<br />
<br />::
<br />::
<br />=
<br />
<br />IX @
<br />
<br />=
<br />-
<br />-
<br />
<br />::-
<br />
<br />-
<br />-
<br />-
<br />-
<br />-
<br />
<br />:::
<br />-
<br />-,
<br />-,
<br />-,
<br />-,
<br />-,
<br />-,
<br />
<br />::
<br />
<br />-'
<br />-,
<br />-,
<br />-,
<br />=:
<br />-,
<br />-,
<br />-
<br />-,
<br />-,
<br />-
<br />-,
<br />-,
<br />-,
<br />-,
<br />-'
<br />-,
<br />-
<br />-,
<br />-,
<br />
<br />::-
<br />
<br />-,
<br />-,
<br />-,
<br />-,
<br />-,
<br />-,
<br />-,
<br />-,
<br />-,
<br />
<br />=:
<br />
<br />-,
<br />-,
<br />-,
<br />-,
<br />-,
<br />-,
<br />-,
<br />
<br />- III
<br />
<br />.llo .,...'
<br />'II,".:' ''II''!>:'
<br />.. . ...... , ~
<br />
<br />11111111111111111I1111 I
<br />
<br />I111I 11II111111111111
<br />
<br /><D
<br />
<br /><D
<br />
<br />LINTEL PLAN NOTES:
<br />
<br />1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY,
<br />2, UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE
<br />ASSUMED TO BE 16" MINIMUM DEPTH,
<br />3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE
<br />LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH
<br />THE ELEVATION DRAWINGS
<br />4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER
<br />LINTEL HEIGHT,
<br />5- LINTELS AT GARAGE DOOR OPEI\ING ARE MINIMUM DEPTH REQUIRED
<br />FOR THE DESIGN LOADS, THE DEPTH MAY BE INCREASED IF REQUIRED
<br />FOR PROPER LINTEL HEIGHT,G,C, COORDINATE,
<br />
<br />11111111
<br />
<br />(F) FOR ELEY, 1
<br />
<br />~
<br />
<br />~OR ElEV 2,3
<br />
<br />
<br />\S.:V FOR ELEV. 4
<br />
<br /><D
<br />
<br />@MIN,
<br />
<br />-
<br />
<br />IIII
<br />
<br />LINTEL PLAN
<br />
<br />N.T.S.
<br />
<br />10'-0" T,O,L,
<br />
<br />...... ".... "." ".., , ....', ...., ..... . "..... ." llo.... "..'
<br />. " l. . ,'II " ,,' " . ,'II " , " . ',' . , " !>
<br />
<br />'.
<br />.' ..
<br />
<br />, ." ~ .., "... , ".... , .,.. , ".... . ".... , .... , l..... , .... . ..... . ".... .
<br />",' ..' J,' ,"'..' J,' ,!>.' J,' ......' J,' ,"'..' ".' .",..' J.' .....' ",' .",..' ",' ,"'.' J,' ."'..' J.' ,"'..'
<br />
<br />'. -
<br />,
<br />
<br />.., ... ",,, , ..... , "" , "... , .,.. . ..... , "",.. , ""... . l.... , ..... ,
<br />.... J' ...' J' ""..' J' "..' J' "'.' J' .,' J' "..' J' ...' J' ".' J' ".' J' ....'
<br />''''.. ' .'... ' "...' .....' ,"... ..... ' "lo, . .,... . .. "'.. ' .,lo.. . '''''''..
<br />
<br />.. '..","':..",'.. 'II.....,.:..:.. '..''',.:",', '..''',''::.. '.'.....::, '..''','':..:.. '.''',.:",'.. '.......::, '..'....:..:.. '..'.....:..:.. '........ '"
<br />
<br />".
<br />',....
<br />
<br />','..
<br />
<br />" " llo.... , ..... , ..,.. , ".. . "'.... , "'.... , llo.... , "'... , ...... . "..... '"
<br />, .' '" , '. , 'lo . 'II.. , , '" , '.. , , '" . ' '" , , '" . ' "', ,
<br />
<br />".
<br />'.....
<br />
<br />. ,.... . ,.... . ,.... . ,'LINTE' L CO'URS~,.' . ,.... . ,.... . ,.... . ,
<br />.. .' J. .",..' J. ."".' J, ,...' J.. " ,. ":"....' J, ".' J, ,..' J ,"'.'
<br />
<br />''II......
<br />
<br />8'-0" A,F.F,
<br />
<br />8'-0" B.Q,L,
<br />
<br />. ..
<br />'.. ' '..... .
<br />',"",,:' ',".:'
<br />.. , to.... '"
<br />
<br />DOOR OPENING
<br />
<br />'. '
<br />
<br />, .
<br />.
<br />
<br />.,:..... ' ~
<br />
<br />. , .
<br />, "
<br />
<br />"
<br />
<br />.... .
<br />
<br />I
<br />,
<br />
<br />-
<br />
<br />9E ,LINTELS AT ENTRY DOOR w/RAlsED ENTRY
<br />S-2 ' SCALE: N,T,S,
<br />
<br />-
<br />
<br />10'-0" T.O,L.
<br />
<br />.. . "," "'.., ".... ..... ...., "".... , ..... . "'," . ",,, ..,.. to.... 110....
<br />....' , .. , , '" . '. , . '" . '" , '.. "II , '" ' llo
<br />
<br />-'.
<br />'.....
<br />
<br />. . 110.... . "'." , llo... , "'.. , It.... , "'." . ""." , '.... . llo... , "... ,
<br />
<br />.... "'..' J' ..... J' "'..' J' "'..' J' ....' J' ....' J' "'..' J' to... J' .....;' "'..'
<br />. '- ", ". " " .' " ", . '.
<br />
<br />'. .
<br />, ,
<br />
<br />... .., .. .., It..... , to . , "" .. ," ..llo...., ".... , ..... , to...., ..,
<br />....' . " .. , " to . " '" , " .. , '.. . " .. , " .. . " .. . " .. . " Ilo' , J
<br />
<br />. ,.... ,.... ,..... ,'LINTE' L CO'URSC:'" ,.... ,.,.. ,.,.. ,
<br />... ..'.I' "'..' J' It...' J ...' J ,*-' It.... J' ...' J' ...'..' ...'
<br />'., ". . '- " ,. ., " " ., ,
<br />
<br />'......
<br />
<br />',".
<br />
<br />110.' ,
<br />
<br />8"8" B,O,L,
<br />8',0" A,F,F,
<br />
<br />, It.. .. "'..
<br />'II..... "....
<br />
<br />',.... ',".
<br />... ..,
<br />
<br />.... ." ,
<br />
<br />'. '. "'.. .
<br />',..:" ',".:'
<br />.. , "'.... ,
<br />
<br />'.
<br />
<br />, '.
<br />',".:' ',-".:'
<br />.. , .... ,
<br />
<br />.',
<br />
<br />DOOR OPENING
<br />
<br />, '
<br />,
<br />
<br />".
<br />'II,....
<br />
<br />.. .. ~ '
<br />. , .
<br />
<br />. , .
<br />, ,
<br />
<br />II1I11I11
<br />
<br />w
<br />~
<br />1.L.<l:0:::
<br />'00:::0
<br />W I.L.I.L.
<br />~W"""I-
<br />O<<':Z
<br />~-O::J
<br />X~O:::O
<br />O::Jl.L.u
<br />o:::ozU
<br />Q.."""w<l:
<br />Q..<<':::S::I-
<br /><l:0<l:0
<br />wO:::l-z
<br />O:::l.L.w
<br /><l:zo:::O
<br />ow<l:O
<br />w::S::enO
<br />I-;::zz
<br />o o<l:
<br />::Jw-w
<br />oo:::en~
<br />'" <l: Z ,
<br />wenW<l:z
<br />to?z~ttQ
<br />;::QOo~
<br />oenO:::l-u
<br />o~Q::S:::J
<br />I.L. "",,0::: UQ..
<br />w<<,:wOQ..
<br />O:::OI-~<l:
<br /><l:.....Jz .....J
<br />::J.....J-.O:::.....J
<br />g<l: en 0;;:
<br />'o" 0::: .....J ........::>
<br />.....Jw::;!o>-
<br />.....J>~zO:::
<br /><l:0::><l:0
<br />
<br />-,
<br />-,
<br />-,
<br />-,
<br />-,
<br />-,
<br />-,
<br />-'
<br />-
<br />-
<br />-
<br />=
<br />-,
<br />-,
<br />-
<br />-
<br />-
<br />
<br />~
<br />
<br />-,
<br />-,
<br />-,
<br />-,
<br />-
<br />-,
<br />=
<br />-
<br />-,
<br />-,
<br />-,
<br />
<br />=:
<br />
<br />-
<br />-,
<br />-,
<br />-,
<br />~
<br />
<br />UJ
<br />()
<br />~
<br />o
<br />z
<br />UJ
<br />(;l
<br />~
<br />o
<br />~
<br />UJ
<br />0::
<br /><r:
<br />:J
<br />o
<br />CJ)
<br />
<br />@
<br />
<br />(/)
<br />Q,)Q).....J
<br />(l)1U~
<br />Q,)._ 0
<br />Q,)UU)
<br />~ ~ ~
<br />I (/)0
<br />C'a g:
<br />(l)co
<br />Q,) "'II ~
<br />- ItIN I.L.
<br />ca'- -
<br />...(/)~
<br />OQ)w
<br />e"Cu
<br />
<br />
<br />~ ~
<br />~~W
<br />
<br />:Q = 10'''
<br />~ <( ((l
<br />
<br />en
<br />w
<br />o
<br />to?
<br />Z
<br />o
<br />.....J
<br />::J
<br />CO
<br />
<br />J:J
<br />
<br />.....J
<br />;:;:
<br />0:::
<br />I-
<br />~
<br />- ~
<br />/ gs ~
<br />~~ ~~
<br />to? ~ M <;t
<br />ZM MO
<br /><l:.....J M M
<br />0:::1.L. ~~
<br />o . 00
<br />':2 coco
<br />en Q.. CO CO
<br />iI'l0 r-:..r-:..
<br /><;tQ.. 00
<br />(9- en<l: <;t<;t
<br />
<br />'~
<br />
<br />rt ---~
<br />
<br />....,-!.--Gj:J
<br />
<br />w <-' O'J (,)
<br />I ~ ('\j Z
<br />1-. en 3: (D -
<br /><-,ZW <l:(D.-t
<br />en~Qo 0:::('\j(D CI)
<br />. 01-0 O.-t'*l: Z
<br />ffizc5U w~18ii 0
<br />~;::u:<-' II'*l:, j::
<br />~en-Z I-I-..JLU :J
<br />L?o:::Ui5 0:::1.L.u.Q. ..J
<br />zW15:.....J 00,. 0
<br />wOen-enl.L.zLUZ CI)
<br />Z::JZ Q.LU
<br />w enlJJ 00 Q Z
<br />I ::J Z w Q ~ r= z a: '_"
<br />1-0<t:Ien<t:0:::3::J '-#
<br />I.L.Z...JI->WOOCO CI)
<br />o <l: Q.. I W en Q.. a: . LlJ
<br />t;;~cet::O:::OceCC: C
<br />w......O:::3:MZo::: 'LU
<br />IJJ 53::J 0 <l: ::J c( c( ~
<br />w.....JI-~~OI-..J::c C
<br />I3:UQ.. WUa:O ii:
<br />1-0~~~t5~5i 0
<br />2~t;;83U5t;;DO ri
<br />
<br />=
<br />-,
<br />
<br />=:
<br />
<br />-,
<br />-,
<br />-'
<br />-,
<br />-;
<br />
<br />@~
<br />
<br />"'"
<br />-,
<br />-
<br />
<br />==
<br />
<br />-,
<br />-,
<br />-
<br />=
<br />-
<br />-
<br />-'
<br />-,
<br />-,
<br />
<br />==
<br />
<br />-
<br />-,
<br />-,
<br />-,
<br />-,
<br />
<br />==
<br />
<br />-,
<br />-,
<br />-,
<br />-,
<br />-,
<br />-,
<br />=
<br />-,
<br />-,
<br />-,
<br />-,
<br />-,
<br />111111111-
<br />
<br />.
<br />
<br />17'A" (208") PRESTRESSED N.R.
<br />
<br />19'A" (232") PRESTRESSED N.R.
<br />
<br />21'A" (256") PRESTRESSED N.R
<br />
<br />22',0' (264") PRESTRESSED N.R.
<br />
<br />24',0" (288") PRESTRESSED N.R.
<br />
<br />N
<br />CO(/)
<br />O-...J
<br />O-...J
<br />I
<br />C\I-
<br />L!)I
<br />~S
<br />~lLJ
<br />~-
<br />L!)>
<br />~~
<br />>-W
<br />0:::0:::
<br />OU
<br />I-N
<br />Zco
<br />WI-
<br />>0
<br />~--1
<br />
<br />I
<br />,
<br />
<br />9H \ LINTELS AT ENTRY DOOR w/RAISED ENTRY
<br />S-2 I SCALE: N,T,S,
<br />
<br />-
<br />
<br />en
<br />o
<br />M
<br />~
<br />o Z
<br />CO 0
<br />, C9 ~
<br />~ r'-- N
<br />~ ;~
<br />:QMI.L.~i
<br />1JJ0~
<br />&:,~ M 0
<br />CM~.....J
<br />ro <;t<l:
<br />........JMO:::<l:
<br />o I.L.. C9 ::J U
<br />U;ror'--t)U::M
<br />-6. ~ ::J r= en w
<br />MOO::: 0::: ' ~
<br />iI'lC.II-WO 0
<br />en<l:Q..en()Z
<br />
<br />iI'l
<br />o
<br />o
<br />~
<br />
<br />~
<br />o
<br />.c
<br />(.)
<br />...
<br />ro
<br />~
<br />
<br />o
<br />o
<br />\0
<br />w
<br />I-
<br />:J 0
<br />zU1~l'
<br />Dcir-l'
<br />- > I l\1
<br />U1 ..J (]'I III
<br />- []J 0 I
<br />> \0 (]'I
<br />o W ['I] \0
<br />0:: ['I] l'
<br />", 0 I
<br />(l I ..J ['I]
<br />I U1 u.. r-
<br />",l-ctDJ
<br />...... U1 c. I
<br />I- W r-
<br />~ ~
<br />.1-
<br />Z
<br />o
<br />o
<br />\0
<br />
<br />o
<br />z W
<br /><.:l Z
<br />Vi~S2 0
<br />WI-(/')W:J
<br />oz(/'):::!<t
<br />O-::r:>
<br />~:2=!:::s:(/')
<br /><C\lWa:;:;
<br /><.:l""'~OO
<br />~a:OOO
<br />s:OWwU
<br /><LL::r:--'1-
<br />a:gl-~z
<br />O--'a:(/')5:!
<br />~~~oa:
<br />2=~<~a
<br />
<br />('\JC/)
<br />LD6
<br />('\JC/)
<br />~>
<br />W
<br />0::
<br />
<br />iI'l
<br />o
<br />........
<br />-rl
<br />u........
<br />I-M
<br /><l:Q..
<br />MO
<br />c..D'-
<br /><;t<l:
<br />MO
<br />'::s::
<br />i:3~
<br />
<br />lJJ-I
<br />0-1
<br />Z<I:
<br /><(~
<br />o::~
<br />0lJJ
<br />Zl-
<br />wC/)
<br />w 0 (V')
<br />~-I 0
<br />~<( 0
<br />z~C\J
<br /><t:
<br />---I
<br />0...
<br />
<br />UJ ~
<br />0:::
<br />() >-l.L.z
<br />Zl-O
<br />- <l:z-
<br />L- zw~
<br />.- -en>
<br />oz-
<br />o wo 0
<br />Z ~()C5
<br />oz-
<br />OW 0:::
<br />L- 0::: ~ g
<br />.- Q..-I.L.
<br />:r: ~~ce
<br />wwO:::
<br />(9 cnII-
<br />I-I-~
<br />- Ol-U
<br />0:: z:::J ,
<br />>-OQ..
<br />>- <l:IO:::
<br />~t::o
<br />a.. z3:u
<br /><t:o:::W
<br />O ...Jw ~
<br />Q..zO
<br />" enZI
<br />'-oJ - <l: en
<br />~~::J
<br />
<br />SHEET NO,
<br />
<br />Q..
<br />0:::
<br />o
<br />()
<br />w
<br />~
<br />o
<br />I
<br />en
<br />::J
<br />M
<br />o
<br />o
<br />~
<br />@
<br />
<br />S-2
<br />
<br />OF
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 02, 2005
<br />
<br />DETAILS
<br />
|