|
<br />~ V'b"
<br />".. ....
<br />,. , ....
<br />" .
<br />o ,''':...
<br />000 0
<br />8F8-1B/l T 8F80B/l T
<br />@ @)
<br />
<br />"
<br />: ,'D'.:.
<br />.... 'r ..
<br />... "" ~ ,
<br />, .... ..
<br />... . .......
<br />,. .. ~. ".. '
<br />".. .... ..
<br />
<br />"
<br />;;J5:.:,
<br />., ... ..
<br />... ......
<br />.. ',. ..
<br />... , ... I'
<br />.. .. .." :... .
<br />... '.
<br />
<br />"
<br />" '
<br />.....'..,. .
<br />".. .. ..
<br />
<br />"
<br />" '
<br />... .. .... ".. .
<br />".. ....
<br />
<br />I- :',,'
<br />".II' ""
<br />"
<br />" ... ..
<br />:0,
<br />,
<br />o 0
<br />8F20-1B/l T
<br />@
<br />, :0"
<br />....... ...'
<br />.... "1>
<br />... ,.....
<br />.. -, ..
<br />... . ..."
<br />" .. .... '.. .
<br />',. ....
<br />
<br />"
<br />f .,...
<br />...... ',.
<br />, "
<br />" .
<br />"
<br />. "
<br />,
<br />o 0
<br />8F20-0B/l T
<br />(8)
<br />, :0"
<br />....... .....
<br />.... ... ..
<br />... ,....,
<br />.. ",. ..
<br />,. . ......
<br />I' '..' '..
<br />'.. '...
<br />
<br />"
<br />... . .,...
<br />... .. .." ... .
<br />": : "~',
<br />"', ,
<br />" '
<br />I' .. .II" '.. '
<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 />., I,. ..
<br />,. , "......
<br />.. ., .... ....
<br />.... .. ..
<br />
<br />, . ......
<br />.. .II,'....
<br />: . .. ..
<br />"
<br />, "
<br />,
<br />o 0
<br />8F32 OB/l T
<br />~
<br />
<br />" '
<br />.. ..........
<br />: ... ..
<br />:0,
<br />,
<br />
<br />, :0"
<br />....... ......
<br />'.. '.
<br />... ......
<br />...... ..
<br />... . ......
<br />.. .. .." '.. .
<br />.... ',.
<br />
<br />o 0
<br />8F32 lB/l T
<br />@
<br />, :0,'
<br />...:.. :,'..'
<br />,. ... ...
<br />., " .,
<br />,. , ....,.
<br />... .. .." :.. .
<br />., ... ..
<br />
<br />"
<br />... , .......
<br />, .. ..' .... .
<br />'.. ',.
<br />... ." .. .
<br />.. ", ..
<br />
<br />"
<br />" '
<br />.. .. .II.. :,. ,
<br />'.. '.
<br />... ."...
<br />.,.... .,
<br />... . .,....
<br />... ., .." :. '
<br />.... .. ..
<br />
<br />"
<br />... . ......
<br />... .. .II" .... .
<br />.... ',.
<br />... "" ., .
<br />.. " ..
<br />... . ......
<br />.......'.... .
<br />... '....
<br />"
<br />f .....
<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/l T
<br />(Q)
<br />
<br />o 0
<br />8F28 OB/l T
<br />CD
<br />
<br />TYPE DESIGNATION
<br />
<br />, :p""
<br />, , '.. .
<br />'.. '..
<br />. .".,.
<br />, '.. ,
<br />... . .....
<br />,,'"'''' .
<br />.... '. .
<br />
<br />, :p""
<br />, , ... .
<br />... '.. .
<br />.. ..,,,,
<br />"'.. ,
<br />. , .....
<br />.... ' ..' ... .
<br />..... '. .
<br />
<br />, :p""
<br />..' '..
<br />'.. ....
<br />.. .,,,,
<br />,.... ,
<br />... . .......
<br />.. ., .." ...
<br />... .... .
<br />
<br />, :p""
<br />..' ....
<br />.... '..
<br />... ."..,
<br />"'.. ,
<br />... , ......
<br />.. ' J" ....
<br />..... ., .
<br />
<br />"
<br />" '
<br />, ~' '..
<br />"
<br />
<br />':C?, .
<br />
<br />. ,
<br />" '
<br />, ~' ....
<br />, "
<br />.... .."
<br />"
<br />, .....
<br />
<br />"
<br />" '
<br />" ~" '..
<br />, "
<br />.... .,,,
<br />"
<br />. :..
<br />
<br />"
<br />" '
<br />" ~' .....
<br />, "
<br />
<br />....:Cj... ..
<br />
<br />o 0 0 0
<br />8RF14-1B/1 T 8RF14-0B/1 T
<br />@ @
<br />
<br />o 0
<br />8F16-0Bj1 T
<br />CD
<br />
<br />o 0
<br />8F16-1Bj1T
<br />(f)
<br />
<br />, 'd"
<br />...'.. ....
<br />.: : , ';.,
<br />..... ,
<br />" '
<br />... ' ~' .. .
<br />... ....
<br />
<br />, :~"
<br />.... ' J-...I ... .
<br />.... '..
<br />.. .,...
<br />,..... ..
<br />" '
<br />.... ' ~' ... .
<br />... '.. .
<br />
<br />Y::jd"
<br />".. '..
<br />... ' '.
<br />.... ."
<br />"
<br />, "
<br />,
<br />o 0
<br />8RF6-0B/l T
<br />CD
<br />
<br />'0','0'
<br />.. ' J '.
<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 />:0,
<br />,
<br />o 0
<br />8F20-1B-2T
<br />
<br />@
<br />
<br />.. . ;... ..
<br />".:" :;.
<br />
<br />.... . .......
<br />, ~' '..
<br />"
<br />.. ."
<br />:0,
<br />,
<br />
<br />.... . ......
<br />, ~' '..
<br />"
<br />... .."
<br />"
<br />, "
<br />.
<br />
<br />o 0 0 0
<br />8F24-1B/l T 8F24-0B/l T
<br />
<br />CD CD
<br />
<br />, '0"
<br />....'.. ......
<br />.... .... .
<br />... "".
<br />, '.... ,
<br />" '
<br />.... ., J" .... .
<br />'.. ' .
<br />
<br />, :0,'
<br />.. ' ~ ....'
<br />..... .... .
<br />.. .",
<br />, t.. ,
<br />" '
<br />~ ' ~' ..... .
<br />... '.. .
<br />
<br />, :0"
<br />.. ' J '..
<br />... .....
<br />.. ""
<br />, '.. ,
<br />.. . .......
<br />... .. ~' '..
<br />.... .....
<br />
<br />, :0"
<br />.. ,,~ ....
<br />... .... ..
<br />... .",
<br />.. '... ,
<br />.. . ......
<br />.. .. ~' ... .
<br />.... '.. .
<br />
<br />"
<br />~ , ......
<br />....'..'... '
<br />'.. ....
<br />... .,."
<br />, '.. ,
<br />.. . .....
<br />.... ' ..' ... .
<br />... .... .
<br />
<br />. ,
<br />.. f' ... ~
<br />.. ' .." ... .
<br />'.. '.. ,
<br />
<br />"
<br />.. I .....
<br />....'..' '...
<br />, ' ....
<br />~:: , , , .
<br />, t.. ,
<br />.. . .....
<br />.... ' ~' '.. .
<br />... .... .
<br />
<br />"
<br />.. , ......
<br />.. ' J" '..
<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 />::/d, .
<br />,
<br />o 0
<br />8F28 lB/l T
<br />@
<br />
<br />"
<br />.. . ......
<br />...';' '..
<br />., ., ..
<br />.. .,..,
<br />.. '.. ,
<br />" '
<br />.. ' J" '..
<br />., .. .
<br />.. , .,.
<br />.. ' J' '.
<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 />.. ... 'I
<br />"
<br />. ,,'"
<br />
<br />"
<br />, . .....
<br />, ..' '..
<br />, "
<br />.. .""
<br />:q,
<br />o 0
<br />8F44 lBll T
<br />@
<br />
<br />o 0
<br />8F40 OB/l T
<br />@
<br />
<br />o 0
<br />8RF40 OB/l T
<br />@
<br />
<br />F = FI LLED WITH
<br />r GROUT / U = U~FIL,-ED
<br />R = RECESSED
<br />, Ar--. TITY OF #5 REBA AT
<br />rnO\-1 OF LI'JTEL CA ITY ~
<br />
<br />-,c..J
<br /><tI
<br />~ -'
<br />f--<t
<br />
<br />8F16-1Bj1 T ~~
<br />J J l,[')z
<br />NO\-1I"~ !:. ~
<br />WIDTH '_
<br />NO\-1I'JAL HEIG OUAr--.TITY 0, 5
<br />REBAR AT TOP
<br />
<br />/.#5 REBAR AT TOP
<br />/ \-11'< (1) ~EQ'D
<br />.- '4' '.~ r ' " Jl.l/2' CLEA"
<br />- ..'.I' f,'.;'-
<br />- ", /'(" "
<br />"""'".~,::-''' ,....~ -
<br />-... "I' ,
<br />_..';......';'-
<br />... I '... ..
<br />- ''':4~' ..,:,; -~C\-1U
<br />.. .. to.. .. . I
<br />- .. '\ ~.. ..... .;' -
<br />-;::.~...;)',~ -
<br />
<br />. , ',,' ,'~
<br />,:',~ ~ ':jll'
<br />" .~, '......
<br />, ..... .
<br />, J.J ., ,
<br />. .....
<br />.:.. ,..:
<br />, ,
<br />
<br />~ROUT
<br />
<br />.-
<br />
<br />--'15 REBAR AT Bono
<br />OF LINTEL CAVITY
<br />
<br />\ BorOM %NFORCI!\
<br />7,5/8"ACTUAL ,- PROVIDED IN LI!\TEL
<br />8" NOMI'JAL WIDT (VARIES)
<br />
<br />o
<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 wi
<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 />GENERAL INSTALLATION NOTES
<br />
<br />1. Provide UI rrortar head and bed joirts.
<br />2. Shore flied I:n',els as requi,ed.
<br />3, I~stallaton of lintel must comply with ',he architectural and/or struc:u'al drawings,
<br />4. U-Lintels are rlanu'actured With 5-1/2" long no;,ches at the erds to accommodate
<br />ver:lcal cell reinforcing and groutirg,
<br />5. All Lrles meet or exceed L/360 ver:lcal defection, except lintels 17'-4" ard
<br />onger with a rOrliral heght of 8" 'Tieet or exceed L/180,
<br />6, Botto'll fe'd added rebar to be located at the bottom of the in',el cavl:Y.
<br />7, 7/32" diameter wire stnuos are welded to the bottom steel for rrechan'cal anchorage.
<br />8, Cast-n-place concrete may be providea in COrlpostel:ntel in lieu of corcrete
<br />'T'asonry units.
<br />9. Safeoad ratirgs based on ratio~al design analysis per ACI 318 a~d ACI 530
<br />10, Product Approvas: Mia'lll Dade County, Florida Nos.03-0605,05 ard 03-0605.04,
<br />11, The e)(,er;or surface of lin',els installed in exterior corcrete rlasonry walls shall have
<br />a coating of stucco applied in acco'dance with ASTV1 C-926 or other app'oved
<br />coating.
<br />12. L,~tels loaded sirlultaneously with ventcal (gravi:y and uplift) and hOrllontal (lateral)
<br />oads shoud be chec~ed for cOrlbine !oadirg with the foliowirg equatio~1
<br />Appled hOflzortal 'oad
<br />
<br />Applied vertcalload
<br />+
<br />Safe ve'lical load
<br />
<br />SAFE LOAD TABLE NOTES
<br />
<br />Safe horizonta' load
<br />
<br />< 1.0
<br />
<br />1, All values based on rliwT'um 4" bearing, Exception: Safe loads for ueflled
<br />Ilr'.e's m-lst be reduced by 20% i' bearlrg leegth s less than 6-1/2".
<br />Sa'e loads for all recessed lintels based on 8" nO'llral bear:rg,
<br />2. "I.R. = ~ot Rated,
<br />3. Sa:eoads are total superimposed alowab'e 'oad on the sec:ion spec fed,
<br />
<br />4. Safe 'oads based on grade 1,0 or grade 60 fied rebar,
<br />
<br />5, Additional lateral load capacty can be obtaned by the desgrer by provldirg
<br />addional reinforced 'llasonry above the precast lintel.
<br />6. One #7 rebar rTlay be subst tfed for two #5 rebars ,n 8" lintels on'y,
<br />7. The desgn.er 'T'ay evaluate concentrated 'oads f,om the safe load tables by
<br />caicu'at,ng the maximum resistirg 'llOMent and shear at d-away from ',he 'ace of support,
<br />8. For composite lintel heights not shown, use sa'e load fro'Ti next 'ower height.
<br />
<br />9, For lintelengths not snowr, use sa'e load frorl the next 'ongest leng:h show."
<br />10, A I safe loads irunts of pourds per linear foot.
<br />11. All safeoads based on simply support span,
<br />12, The rUrlber in ',he paren',hesis :ndicales the percent reduction 'or g'ade 40
<br />feld added rebar.
<br />Exar'lpie: 7'-6" lintel Type 8f32-1B safe gravltyoad = 6472(15)
<br />
<br />w/15% reduction = > 6472 (.85) = 5501 plf
<br />
<br />SAFE LOAD TABLES
<br />
<br />~~~
<br />
<br />____ TYPE
<br />LE~GTH ____
<br />2-10" (34") PRECAST
<br />
<br />3'6" (42") PRECAST
<br />4'-0" (48") PRECAST
<br />4-6" (54") PRECAST
<br />
<br />5'-4" (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 />106' (126") PRECAST
<br />
<br />11'-4" (136") PRECAST
<br />
<br />12-0" (144") PRECAST
<br />13'-4" (160") PRECAST
<br />
<br />14'-0" (168") PRECAST
<br />
<br />FOR GRAVITY, UPLIFT & LATERAL LOADS
<br />
<br />8" PRECAST & PRESTRESSED U-LlNTELS
<br />
<br />8U8 8F8-0B
<br />8FB-1B
<br />2231 :,Of;9
<br />,,069
<br />2231 ::lOf;9
<br />3069
<br />1966 2561
<br />2693
<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 />"R
<br />458
<br />NR
<br />412
<br />'<R
<br />300
<br />'<R
<br />235
<br />N"
<br />~80
<br />NR
<br />165
<br />'<R
<br />129
<br />
<br />8F12-0B
<br />8F12-1B
<br />4605
<br />4605
<br />3719
<br />4605
<br />2751
<br />4605
<br />2110
<br />4375
<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 />"R
<br />783
<br />'<R
<br />710
<br />NR
<br />548
<br />NR
<br />420
<br />NR
<br />340
<br />~R
<br />315
<br />'<R
<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 />14'8" (176") PRESTRESSED N.R.
<br />
<br />279
<br />
<br />~~~
<br />---- TYPE
<br />LENGTH ~...:...
<br />2-10" (34") PRECAST
<br />
<br />3'6" (42") PRECAST
<br />4-0" (48") PRECAST
<br />4'6" (54") PRECAST
<br />
<br />5'-4" (64") PRECAST
<br />5'-:0" (70") PRECAST
<br />6'-6" (78") PRECAST
<br />
<br />7'6" (90") PRECAST
<br />9'-4" (112") PRECAST
<br />
<br />10'-6" (126") P"ECAST
<br />
<br />11'-4" (136") PRECAST
<br />
<br />12'-0" (144") PRECAST
<br />
<br />13'-4" (160") PRECAST
<br />
<br />14'-0" (168") PRECAST
<br />
<br />14'-8' (176") PRESTRESSEi)
<br />
<br />15'4" (184") PRESTRESSED
<br />
<br />17' 4' (208") PRESBESSED
<br />
<br />19'-4" (232") PRESTRESSED
<br />
<br />21-4" (256") PRESTRESSEi)
<br />
<br />22'-0" (264') PRESTRESSED
<br />
<br />24'-0' (288") PRESTRESSED
<br />
<br />~~~
<br />L~~ 8RU6
<br />4'-4" (52") PRECAST 1635
<br />4-6" (54") PRECAST 1494
<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 4:1
<br />
<br />8FB-l T
<br />8FB-2T
<br />1q7?
<br />19n
<br />10;hQ
<br />1569
<br />1363
<br />1363
<br />1207
<br />1207
<br />1016
<br />10:6
<br />909
<br />929
<br />835 (12
<br />835
<br />727 (23
<br />727
<br />591
<br />591
<br />530
<br />530
<br />474
<br />494
<br />470 (9)
<br />470
<br />418 (15
<br />428
<br />384(15
<br />410
<br />239
<br />246
<br />224
<br />230
<br />187
<br />192
<br />162
<br />166
<br />142
<br />142
<br />137
<br />137
<br />124
<br />124
<br />
<br />GRAVITY
<br />
<br />8F16-0B 8F20-0B
<br />8F16-1B 8F20-1B
<br />
<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?0;
<br />1SV1':l
<br />1 ?47
<br />1<;':l':l
<br />1 '<hh
<br />1 '<hh
<br />1 ?<;A
<br />1 ?<;A
<br />1(')7<;
<br />1(')7~
<br />1(')(')')
<br />1 no?
<br />,~
<br />'<7n
<br />"R
<br />1 ?o;O
<br />~~
<br />Qo;O
<br />N~
<br />7'10
<br />NR
<br />598
<br />NR
<br />0;0;0
<br />'OR
<br />450
<br />
<br />7547
<br />7547
<br />6607
<br />7547
<br />4890
<br />70;47
<br />3753
<br />7547(7)
<br />2560
<br />7547 (36)
<br />2090
<br />7168 (45)
<br />3031
<br />5381
<br />??Oo;
<br />':lS:!QS:!
<br />')<;<:,1
<br />?<;<:Ll
<br />?Oa.,
<br />?I"\Q':l
<br />'R.1h
<br />1s:!Ll<:
<br />, RiM
<br />"R.RA
<br />'A?R
<br />'~?R
<br />I'<?h
<br />I'<?"
<br />'OR
<br />iOn?
<br />NR
<br />17"
<br />"R
<br />1,?f;
<br />NR
<br />1 n.,7
<br />NR
<br />".1"
<br />'OR
<br />7R<1
<br />N~
<br />R<;<1
<br />
<br />8" PRECAST & PRESTRESSED U-LlMELS
<br />
<br />8F12-1 T 8Fl6-1 T
<br />8Fl;,>-2T /::jrlb-2T
<br />
<br />.,17.1 44flO
<br />3173 4460
<br />?'1?4 ::l'147
<br />2524 3547
<br />2192 3079
<br />n92 3079
<br />1940 ?724
<br />1940 2724
<br />1632 n90
<br />1632 2290
<br />1492 2093
<br />1492 2093
<br />1340 1880
<br />1340 1880
<br />1021 1634 (12)
<br />1166 1634
<br />680 1133 (15
<br />851 1326
<br />552 914 (15
<br />686 1183
<br />485 798 (15
<br />599 1028
<br />441 723 (14
<br />543 928
<br />373 606 (14
<br />455 770
<br />346 559 (14
<br />420 709
<br />323 519 (13
<br />390 655
<br />302 485 (13
<br />364 609
<br />255 404 (12
<br />303 500
<br />222 347 (11
<br />261 424
<br />198 306 (11
<br />230 369
<br />192 295 \lU,
<br />221 354
<br />175 267 (10:
<br />200 316
<br />
<br />UPLIFT
<br />
<br />8F20-lT
<br />8F20-2T
<br />'1747
<br />5747
<br />4">89
<br />4569
<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 (li.I)
<br />732
<br />446 (11)
<br />616
<br />393 (11
<br />531
<br />378 111
<br />508
<br />341 (10
<br />450
<br />
<br />8F24-1 T
<br />8F24-2T
<br />
<br />7034
<br />7034
<br />5591
<br />50;91
<br />4853
<br />480;3
<br />4292
<br />4292
<br />'h07
<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 (u;
<br />1324 (8)
<br />767 (13
<br />1224 (8)
<br />637 (12:
<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 />8F24-0B
<br />8F24-1B
<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 />~697
<br />:697
<br />r--.R
<br />2245
<br />'<R
<br />2058
<br />NR
<br />1609
<br />N"
<br />1282
<br />'<R
<br />1114
<br />'<~
<br />1047
<br />NR
<br />884
<br />
<br />8F2B-l T
<br />8F28-2T
<br />83?1
<br />8321
<br />6613
<br />6hl'
<br />5740
<br />5740
<br />5077
<br />5077
<br />4?65
<br />4265
<br />3897
<br />3897
<br />3498
<br />3498
<br />3039 (10
<br />3039
<br />2152 116
<br />2463
<br />1732 (15
<br />2204
<br />1510 (15
<br />2053
<br />1366 (15
<br />1948
<br />1141 114
<br />1718
<br />1052 (14
<br />1694 18l
<br />976 (14
<br />1625 (11
<br />909 (u
<br />1562 (14
<br />754 (1'"
<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 />8F28-0B
<br />8F28-1B
<br />10394
<br />10394
<br />9S02
<br />10394
<br />7034
<br />10394
<br />5400
<br />10294
<br />3686
<br />8733 (19)
<br />3009
<br />7181 (19)
<br />4383
<br />10394 137l
<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 />'<R
<br />2320
<br />NR
<br />~849
<br />'iR
<br />1515
<br />N"
<br />1359
<br />NR
<br />1285
<br />~"
<br />1092
<br />
<br />8F32-03
<br />8F32-1B
<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 />'1R
<br />2513
<br />NR
<br />2047
<br />N"
<br />1716
<br />'<R
<br />1468
<br />'<R
<br />1399
<br />NR
<br />1222
<br />
<br />LATERAL
<br />
<br />8F32,lT
<br />8F32.21
<br />qhO!<
<br />9608
<br />7636
<br />7R3R
<br />6627
<br />6627
<br />5861
<br />5861
<br />4924
<br />4924
<br />4498
<br />4498
<br />4038
<br />4038
<br />3508 (9) 424 534 357
<br />3508
<br />2494 (15 326 512 227
<br />2842
<br />2007 (15 284 401 178
<br />2544
<br />1749 115 260 452 152
<br />2369
<br />1582 (15 244 402 135
<br />2247
<br />1321 (14) 217 324 109
<br />1993
<br />1218
<br />1954
<br />1129
<br />1874
<br />1052
<br />1801
<br />872
<br />1470
<br />746
<br />1225
<br />654
<br />1046
<br />629
<br />997
<br />566
<br />875
<br />
<br />8" PRECAST W/ 2" RECESS DOOR U-LlNTELS
<br />
<br />8RF6-0B
<br />8RF6-1B
<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 />8RF100!3
<br />8RF10-1B
<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 />8RF14-0B
<br />8RFl4-1B
<br />3280
<br />5206
<br />2992
<br />5206
<br />17:6
<br />4567
<br />1600
<br />4242
<br />3120
<br />3120
<br />2459
<br />2459
<br />1568
<br />1568
<br />
<br />8RF18-08
<br />8RF1B-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 />8RF22-0B
<br />8RF22-18
<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 />(14) 205
<br />(7)
<br />(14 'I R
<br />(11) . . .
<br />(13) '1.R.
<br />(14)
<br />(12) N.R.
<br />(14)
<br />(12)
<br />(14 '<.R.
<br />(11
<br />(13 '1.R,
<br />(11)
<br />(13 N.R,
<br />(10)
<br />(13 N.R. 91
<br />
<br />8RF26-08
<br />8RF26-1B
<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 8RF6-1 T . RRF1 0-1 T s:!R1'1 Ll-1 T 8RF18-1 T 8RF22.1 T 8RF26-1 T 8RF30-1 T
<br />LE'IGTH ______ 8RF6-2T 'RRF1 O-?T RRF14-?T 8RF1B-2T 8RF22-2T 8RF26-2T 8RF30-2T
<br />4'4" (52") PRECAST 905 17<iR 2635 3522 4409 5296 6183
<br />905 174R 2635 3522 4409 5296 6183
<br />4'-6" (54") PRECAST 867 1 h70; 2525 3374 4224 5074 5924
<br />867 1 h70; 2525 3374 4224 5074 5924
<br />5'-8" (68") PRECAST 675 1,01 1960 2618 3277 3935 4594
<br />675 1,01 1960 2618 3277 3935 4594
<br />5'.10" (70") PRECAST 655 1 ?R? 1900 ;,>538 3176 3815 4453
<br />655 1?h? 1900 2538 3176 3815 4453
<br />6'8" (80") PRECAST 570 11"\1? 1651 2204 2758 3312 3865
<br />570 10a7 1651 2204 2758 3312 3865
<br />7'-6" (90") PRECAST 506 7Q7 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 NU'v1BERS IN PARENTHESIS ARE PERCE'IT REDliCTIONS I'OR
<br />GR40 FIELD ADDED REBAR. SEE \O-;E ~O, 4
<br />
<br />8U8 8F8 .REI,<F.
<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 />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 />8RF3008
<br />8RF30-18
<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 />LATERAL
<br />
<br />8RlJ6 8RF6 ~E~1f~
<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. Wll #5 REBAR CONT.
<br />r USP SPT4 W/(6) -10d X 11/2
<br />
<br />~ II:" '~I:' ,
<br />.... ..-. ...... . I ... , ..... . I
<br />. ~ ::; ;;: :::; ;;: ::; ~ .. ~~
<br />... ... ...... . I .. , '.. I' .
<br />~ .. '" ~, '" .
<br />
<br />h,..
<br />
<br />STANDARD HOOKS W/25"
<br />MIN. SPLICE
<br />
<br />II
<br />
<br />I
<br />
<br />" ,
<br />" ,
<br />
<br />TYP. FILLED CELL W/3000
<br />P.S,I. CONC.
<br />W/l #5 REBAR VERT.
<br />
<br />I~':: "
<br />
<br />II
<br />
<br />I
<br />
<br />INTERIOR BEARING WALL
<br />INTERIOR SHEARWALL
<br />EXTERIOR FRAME WALL
<br />
<br />"
<br />
<br />I~';, ;,
<br />
<br />II
<br />
<br />I
<br />
<br />"
<br />..... "'1
<br />
<br />II: '
<br />Ir:' ..
<br />
<br />8" C.M.U.
<br />
<br />01
<br />
<br />I
<br />
<br />"
<br />.... , ~
<br />
<br />2" X 4" P.T. WI
<br />(3) 1/2" X 8" "j" BOLTS OR
<br />(3) 1/2" X 6" EXPANSION ANCHORS OR
<br />(6) 3" X 1/4" TAPCONS
<br />(8) 2 7/8" HIL TI TIX-DNI NAILS
<br />
<br />t:
<br />If~ ~ ~
<br />
<br />I
<br />
<br />I
<br />
<br />"
<br />
<br />II.:
<br />Ir, ,
<br />
<br />..' . ...... .. ....... .. ,..... .. . ..,
<br />
<br />:.' ,.I." :::..: ,':: ...'1 ..:..._~
<br />r. ' , , ,
<br />
<br />, , , , "I
<br />. .,.. . ...... , ...... . ..... .
<br />, ..' '.. " ~ 'I .... ' .. 'I ".. " .I' .., , J
<br />.. ' '.. ".. ' '"... . '...... . ':'..
<br />
<br />/
<br />\
<br />
<br />3
<br />5-2
<br />
<br />FRAME (EXT./BRG./SHEAR) WALL
<br />, TO MASONRY CONNECTION DETAIL
<br />
<br />I SCALE: N.T.S.
<br />
<br />---
<br />
<br />LINTEL BEAM:
<br />1 COURSE LINTEL
<br />BLOCK WI 1 # 5
<br />BAR & 3000 PSI
<br />GROUT, MIN. 25"
<br />LAP (ACI 530)
<br />
<br />=oon
<br />
<br />'LIIm=
<br />
<br />'"
<br />
<br />NON-SHEARWALL SEGMENT
<br />
<br />: ~ "
<br />
<br />I. II11I11111111111 .1
<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 />CONC. SLAB
<br />OVER 6 MIL V,B. OVER CLEAN
<br />COMPACT. TERMITE TREATED
<br />EARTH FILL REI:-.JFORCED WITH
<br />6x6 Wl.4XW1.~ WWF \
<br />
<br />FILLED CELL:
<br />FiLL BLK, CELLS WITH 3000 P.S.I.
<br />jGROUT ONE #5 @ LOCATIONS SHOWN
<br />ON THE FOUr-..DATION PLAN
<br />AND FLOOR PLAN.
<br />MIN. LAP 25" (ACI 530)
<br />
<br />TOP_OF SLA_B -$
<br />
<br />... --
<br />
<br />....,;.'\.-. '. '
<br />"i '..' 4") ."
<br />'.... '
<br />~../<~,",.
<br />
<br />~ ,l lo
<br />
<br />NOTE
<br />SECTION BETWEE'I DOW,'I RODS
<br />ARE CO~SIDERED SHEARWALLS
<br />Uri\LESS OPENINGS ARE BETWEEN
<br />THEM.
<br />
<br />I
<br />,
<br />
<br />-
<br />
<br />2\ TYP. SHEARWALL SECTION
<br />
<br />S- V SCALE: N.T.S.
<br />
<br />--
<br />
<br />I 5 \ REBAR SPLICE DETAIL
<br />, 5-2 I SCALE: N.T.S.
<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 />ANCHOR~
<br />(TYP.) \jJ ~
<br />
<br />, '~,='=:;::,~ '#::== '~.:4 ':,- ":; '~:== ~.:~ ~~~ ~':~ ~, ~,~ ~ ..
<br />.. : 'f ,. .. 'J,. .. ,"" , .. ~II . .. ,"" , , , ~"" , :1 ,. , ,,,,,. , ,":1l~ ' j' ,
<br />
<br />SPLICES 25" MIN.
<br />LAP (ACI 530 )
<br />
<br />~
<br />
<br />10"
<br />"HOOK"
<br />1 '1
<br />
<br />#5 REINF.~
<br />BAR ~
<br />~.>
<br />-&"
<br />'\
<br />r"''':;~x ~l
<br />
<br />#5 STD. 900 HOOK
<br />
<br />SCALE:1"=1'-0"
<br />
<br />20" MIN, LAP
<br />l' l'
<br />L #~ OR #4 REINF~RCING BAR
<br />#3 & #4 LAP SPLICE
<br />25" MIN, LAP
<br />
<br />.... ,J LY:~ ~Y~~t~R'2~~'~'YB~-YYY"'
<br />#5 LAP SPLICE
<br />36" MIN. LAP
<br />l' 11.-
<br />, ...r; :ii'~A:li~~Aoii"5 'ii'lO: :ii>'~Ni'~~"'i>\5~.i"5:r .
<br />#6 REINFORCING BAR
<br />
<br />#6 LAP SPLICE
<br />
<br />STD. 90 HOOK
<br />
<br />"
<br />
<br />I
<br />
<br />F,-:'~
<br />I' _ ,
<br />l
<br />
<br />~5
<br />
<br />II
<br />
<br />, . ,.,,,,, I, ',,,,,. , ,',"" , . ',,,,,. , ,,.,,,,, , "
<br />1>, '.. 1>,' ~ It.,' ~ It..'.. It.,' ~ 1>,' ~
<br />.. ~ -'~'-'~'- ~ -' ~
<br />
<br />~;,
<br />
<br />I
<br />
<br />m',
<br />"', "'..
<br />" REBAR BOTH SIDES FOC
<br />" ':, OPENINGS 6'-0" OR MOR~.
<br />k "
<br />
<br />I
<br />
<br />II
<br />
<br />"
<br />
<br />II
<br />
<br />h
<br />
<br />..
<br />,
<br />..... ,11.' .....,: . ';1
<br />"
<br />. . . . ." : I
<br />
<br />I
<br />
<br />I
<br />
<br />II
<br />
<br />110, V 1>,.
<br />
<br />I
<br />
<br />II
<br />
<br />IL', ,
<br />L '
<br />
<br />"', .,
<br />
<br />"
<br />
<br />I
<br />
<br />It. ~ "',
<br />
<br />II
<br />
<br />I
<br />
<br />h' ,
<br />. 1>,'
<br />
<br />
<br />
<br />tp.~'
<br />
<br />, ,
<br />"
<br />
<br />II
<br />
<br />I
<br />
<br />II
<br />
<br />L' ..
<br />L '
<br />
<br />II
<br />
<br />I
<br />
<br />"
<br />
<br />"
<br />
<br />II
<br />
<br />L", "
<br />r~ It. , ' ~
<br />" .J
<br />~~,~
<br />
<br />I
<br />
<br />II
<br />
<br />I
<br />
<br />" '
<br />
<br />II
<br />
<br />II
<br />
<br />I
<br />
<br />k", II
<br />.,IT
<br />
<br />"
<br />
<br />~
<br />
<br />II
<br />
<br />, ,
<br />
<br />,,' ';I
<br />
<br />II
<br />
<br />..
<br />
<br />II
<br />II
<br />
<br />II
<br />II
<br />
<br />I
<br />
<br />I
<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. Wl1 #5 DIA.
<br />REBAR MIN. LAP 25"
<br />(ACI 530)
<br />
<br />STD, 90 DEGREE
<br />ANGLE 3000 P,S,I.
<br />CONC. Wll #5 DIA.
<br />REBAR MIN, LAP 25"
<br />(ACI 530)
<br />
<br />I
<br />I
<br />
<br />I
<br />I
<br />
<br />TYP. DOWEL 25"
<br />MIN. LAP (ACI 530)
<br />
<br />~;' . '" ' . ", ' "" ' ~.'" . . '" ' . '" ' "'" . '" ' . '" ' "" ' . '" ' . '" ' . ", ' . '" ' . ",. . '" ' . '" ' . ", ' . ".
<br />, , , , , , , , . , , , , ',' , ',','
<br />, , ~ It.,' ~ 1>,' ~ "',. ~ "'.' A 1>,.' ~ 1>,' ~ ",.' ~ 1>,' ~ " ~ ','.. "'," ~ "','.i 1>,' ~ "',' ~ .,... 110,.'.. 1>, .. ",. ..
<br />", ' '. " . . ,,'~, . "', ' "', . "', . "', . .","=:;i::, . "', . "', . .", . .." . " '.=-- , . "', . '. '. . "', . '
<br />, , " , , " '\... " , . " , , ., , , " , , ., , ,. ., , , " , ,. " , , " , ... " , , " , ,. " , , " , , " , ,. " , ,. " , , "
<br />
<br />~SEE FOOTING DETAIL
<br />TYP. MONO. FTG.
<br />
<br />J
<br />
<br />SEE FOUNDATION PLAN J
<br />FOR LOCATIONS
<br />
<br />J
<br />,
<br />
<br />1
<br />5-2
<br />
<br />, BLOCK WALL/REINFORCEMENT
<br />I SCALE: N,T,S.
<br />
<br />-1111 III
<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 />-
<br />-
<br />-
<br />
<br />==
<br />~.
<br />
<br />=
<br />
<br />X@
<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 />
<br />- 11I1
<br />
<br />1III1 III ill III1I III Ii I I
<br />
<br />I IIII1III1II I II Ii I
<br />
<br />CD
<br />
<br />CD
<br />
<br />CD
<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 OPENING ARE V1INIMUM DEPTH REQUIRED
<br />FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED
<br />FOR PROPER LINTEL HEIGHT,G.C. COORDINATE.
<br />
<br />@MIN.
<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 />1111-
<br />
<br />CD
<br />
<br />ill III :1
<br />
<br />~ fORmV.1
<br />
<br />
<br />~OR ELEV 2,3
<br />
<br />
<br />\S.:.V FOR ELEV, 4
<br />
<br />LINTEL PLAN
<br />
<br />'I.T.S.
<br />
<br />10'-0" T.O.L.
<br />
<br />"',,. ",., Co" "',., 1>,., "'" , "" , ",.. '" .,,. ..,.
<br />
<br />" -
<br />
<br />. ,
<br />
<br />I> ,,' " , " . '.' It. '.' It. , ," It. '.' It.
<br />
<br />.' ,
<br />
<br />, "
<br />',' ~ ,., ",., , "" Co,."",,, It." , I...' llo,,.,,,.. "',,., Co,., ,
<br />,. ,. "",' ,"" , ",' ,it., , ",' ,.,. , A,' ,"" , ".' ,., , ",' :' , ",' ,.,. 1 ",' ,., , J,' ,', , J,' ,., ,
<br />
<br />"
<br />, ,
<br />
<br />"....
<br />
<br />" " "',., , llo., , I.,., , "" , ",.,. , "" , 1>,,. , "" , Co,,. , "" ,
<br />, , ~ 1 ,..,. , ~' ,110, , ..' ,"" , J' ," , ..' ,I>,. , ..' ,"" , ~' ,I>.,. , ~' ,I., , ..' It.. ' ~' It., ,
<br />''',. , Co,' ''', . "', ..., , ",' , "',. ,...., "',' ..., , "'.
<br />, ,,. .. ~' ','.. ~' ','.. ~' ','. ~' ",. It. ~' ",... ~' ",. It. ~' ",. It. ~' ',' '" ~' ','.. ~' ',' It.
<br />" ,., "" , It." , ..,. , "'., , "..., . It." , Co" , "'" , Co" , "'" ,
<br />~ ~ .. . .. . . . ~ ..
<br />
<br />",.",
<br />
<br />1III1IIII
<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 />w
<br />~
<br />LJ..<(O:::
<br />'00:::0
<br />W LJ..LJ..
<br />f-W f-
<br /><(O~Z
<br />~-O:::l
<br />X~O:::O
<br />O:::lLJ..U
<br />O:::OZU
<br />0... "",W <
<br />o...""~f-
<br /><(0<(0
<br />WO:::f-Z
<br />o:::LJ..W
<br /><(zo:::O
<br />OW<(O
<br />W~U)O
<br />f-~ZZ
<br />o 0<(
<br />:::lW-W
<br />OO:::U)~
<br />U)<(Z .
<br />WU)W~Z
<br />l:lZ~LJ..Q
<br /><(OOOf-
<br />tscnO:::f-(3
<br />Or5Q~:J
<br />LJ.."",o:::Uo...
<br />W""wOo...
<br />O:::Of-~<(
<br /><( Zu..l...J
<br />:::l :J -,0::: ...J
<br />OU) <( U) 0 ~
<br />O:::...J '->
<br />...JW:::;!O>-
<br />...J>:;:;:ZO:::
<br /><0><(0
<br />
<br />,. ,., "',., , "'" , ",., , It.., , ..,.,. , "'" , ..,,. , "" , "',,. , "',., .
<br />, " " , , Ilo. , '.. , '" , '" , '.. , 'I. 1 'I. , , '" , 'I.
<br />
<br />, "
<br />','..
<br />
<br />"I., ,
<br />, ,,. I.:' , ,,. ,,~ '
<br />, , I.,... ,
<br />
<br />, ,
<br />','t>.
<br />
<br />, . ,
<br />, .'
<br />
<br />, ,',', ' . ',', ' . ',', ' "LINTE' L CO'URS~:' ' . ',', ' ,','. , . ';, , ,
<br />, , A. ,,,,.' A. ,I.,'.., ,"','..,. " " ~:' '~, ...,,~. ....' A ,I.,'
<br />
<br />, ,: t>.
<br />
<br />8'-0" A.F.F.
<br />
<br />8'-0" B.O.L.
<br />
<br />,
<br />'I., " I.,. ,
<br />, ,,. It. ~ ' ',' It.: '
<br />, , "',., , I.
<br />
<br />"
<br />
<br />DOOR OPENING
<br />
<br />, "
<br />
<br />, , " ," ~ ~
<br />
<br />/
<br />,
<br />
<br />9E \ LINTELS AT ENTRY DOOR w/RAISED ENTRY
<br />S-2 I SCALE: N.T.S.
<br />
<br />--
<br />
<br />10'0" T.O,L.
<br />
<br />1>" ....' I." "',., "'", Co,,. , "'" Co,,., "" Ilo." ",., ""
<br />I> , '" , , I> , ' It. , ' Co , 'I. , '" 1 '" ' "
<br />
<br />"
<br />','t>. " ",., , 110,.. , "'" , 1>." , It.., , "" , Ilo,,. '''', ''''", "',. ,
<br />" "",' ,,,,.,. , ".' ,": ' ",' ....' , ~,' ,"': ' .i,' ,"" , ~,' ,"" , .i' I., , ~,' ,", , ",' ,'" , ~,' ,.., ,
<br />
<br />" '
<br />
<br />, .
<br />
<br />UJ
<br />U
<br />I-
<br />a
<br />z
<br />UJ
<br />'-'
<br /><r:
<br />I-
<br />a
<br />a
<br />LL
<br />UJ
<br />0:::
<br /><r:
<br />:::>
<br />o
<br />U)
<br />
<br />@
<br />
<br />~~~
<br />(I) 10 ~ U)
<br />Q,)._ 0 ffi
<br />Q,) (.) U) Z
<br />~ ~ ~ ~
<br />I fJ) 0 2:S
<br />(I)~[~
<br />Q,) c 8 0
<br />- '0.0 IT: ...J
<br />ns'- - :::l
<br />..cnb:co
<br />oa.>w
<br />e"Cu
<br />
<br />~ ~~
<br />~)~G)
<br />
<br />~il'
<br />=::JO
<br /><(CO
<br />
<br />...J
<br />C(
<br />0:::
<br />f-
<br />~
<br />o
<br />U)
<br />U) W
<br />o U
<br />aSS 8:~
<br />wI'-OLJ..
<br />l:lN C'0<t
<br />zC'0 C'00
<br /><( ...J C'0 C'0
<br />0::: LJ.. NN
<br />o a. 00
<br />'~oooo
<br />U) 0... 00 00
<br />l!')O ~ ~
<br /><t 0... 00
<br />O'l <( <t <t
<br />
<br />" "",."",,, Co" , I." Ilo.,,., ," ~,,. . ",., , .,,. , ..,.
<br />, " 110 , " " , " 110 ,,' It , 'to , .'" , 'It. , " It. , " !l. , " 110 ,
<br />
<br />":Co~
<br />',''''
<br />
<br />, /
<br />
<br />. " Ct)
<br />~
<br />aJ
<br />(9-
<br />
<br />~
<br />
<br />J)
<br />
<br />W l:l
<br />:r: z 00
<br />f-_ U) 3 ~
<br /><..:1Zw <(tl)~ ~
<br />U)zoo O:::Ntl) V)
<br />- Bf=o O.-l~ Z
<br />ffiz(3u w~~ri 0
<br />lJJ~IT:l:l I:r:~, i=
<br />?; U) - Z f- f- .... L.U :;)
<br />l:lo:::uo o:::LJ..Uoc.. ...J
<br />zW~...J oOu.iz 0
<br />WOU)sU)LJ..Zc..L.U V)
<br />wZU)cozoQ ~C Z
<br />I::JzwQ::::Jf-ZCl:
<br />f- 0 ::s :r: U) <( 0::: :::J e"
<br />6zo...f->w~oa:l Vi
<br /><( :r: w U) 0::' IJJ
<br />1n w <i! !:: 0:: 0 <i! a:I: C
<br />w<..:1o:::;s:C'0zo::: 'L.U _
<br />a:l5J:::l O<(:::lc(c( .....
<br />w~f-~~Of-""J: C
<br />I;S:Uo... wUCl:(.) c::
<br />f-O:::l"",IZ:::lc(;:: -
<br />0:::""f-l:l0:::(.)c:: 0
<br />2 ~ 1n 8 3 en tnoo ii
<br />
<br />=
<br />-.
<br />=
<br />-.
<br />-.
<br />-
<br />-
<br />-
<br />-
<br />=
<br />
<br />@x
<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 />15'-4" (184") PRESTRESSED N.R.
<br />
<br />17'4" (208") PRESTRESSED '<.R,
<br />
<br />19'4" (232") PRESTRESSED N.R
<br />
<br />21'4" (256") PRESTRESSED""
<br />
<br />22'0" (264") PRESTRESSED '<.R
<br />
<br />24'-0" (288") PRESTRESSED '<R
<br />
<br />INDICATES FILLED
<br />CELL FROM FTG, TO
<br />BEAM WITH 1 #5
<br />BAR MIN. LAP 25"
<br />(ACI 530)
<br />---+-- 8" x 8" x 16"
<br />C.M.U.
<br />
<br />, . ',', ' . ", ' . ", ' . 'LINTE' L CO'URS~" ' . '" ' . '" ' . ", ' .
<br />,., ,'.., ,":' ",' ,.:' ",' ,,,,...,~, '. ". ,. ~' .",,' .i,' ,.." .i.' ,110, l~' ,Co,.,. ' .
<br />
<br />',: It.
<br />
<br />CD(/)
<br />~--.J
<br />~--.J
<br />0-
<br />NI
<br />LQs
<br />t'-W
<br />~-
<br />~>
<br />LO~
<br />~W
<br />>-0::
<br />o::U
<br />0(0
<br />I-~
<br />z~
<br />WI-
<br />>0
<br />~....J
<br />
<br />(9H\ LINTELS AT ENTRY DOOR w/RAISED ENTRY
<br />\,5-2 J
<br />
<br />-
<br />
<br />'Ilo., . '"
<br />',. '" ' ,:.
<br />
<br />8'-8" B.O,L.
<br />8'0" A.F.F.
<br />
<br />','.
<br />
<br />" /
<br />
<br />"
<br />. ,
<br />
<br />, , - ,
<br />
<br />,
<br />, "', ., 110,. ,
<br />, " ",:' ','..: ~
<br />. , "'., 110
<br />
<br />,,, ., "',
<br />, ,.. ,,~' ",. It ~ '
<br />. , Co" ,
<br />
<br />DOOR OPENING
<br />
<br />-,
<br />
<br />" '
<br />
<br />, '
<br />,
<br />
<br />','",
<br />
<br />, ,,~ '
<br />. , ,
<br />
<br />, , ,
<br />, ,
<br />
<br />SCALE: N.T.S.
<br />
<br />o
<br />z
<br />
<br />O'l
<br />o
<br />C'0
<br />N
<br />o Z
<br />00 0
<br />00 f-
<br />....: r-:.. <(
<br />i ;m~ ~ ~
<br />::g LJ.. '"
<br />- C'0 l!') "
<br />cooNZ 0
<br />~~c::jwo -5
<br />CC'0'~w ro
<br />~...J~~f- ~
<br />OLJ..oo:::l(3M
<br />. roO ~ f- - CD
<br />U)~OU~rI w
<br />n. <t :::l f- O'l
<br />.-10 O:::O:::.~
<br />l!')n.:r:f-WO
<br />O'l<(o...U)UZ 0
<br />
<br />o
<br />o
<br />\0
<br />w
<br />I-
<br />:J 0
<br />ZU1~L"
<br />o 0 .... L"
<br />- > I N
<br />U1 ...J [l\ III
<br />> m ~ ~
<br />Cl w [Y] \0
<br />~ [Y] L"
<br />.A 0 I
<br />[lI...J[Y]
<br />~ U1 LL ....
<br />Lf-~[(]
<br /><{ U1 D.. I
<br />~~~....
<br />.1-
<br />Z
<br />o
<br />o
<br />\0
<br />
<br />o
<br />Z ~
<br />~(j'JlCl
<br />(j'JI- 0
<br />Wf--(j'JW:::i
<br />OZ(j'J:::!<:
<br />O-I>
<br />~::P:::s:(j'J
<br /><:",WD::~
<br />lCl"';;:OO
<br />~D::OOO
<br />:s:OwwU
<br /><(..1.-:J:----I1-
<br />D::Of--L5z
<br />0:::iD::(j'Ji:i!
<br />':2;;:~0D::
<br />2=':2<:~G
<br />
<br />C'J(/)
<br />LD6
<br />C'J(/)
<br />~>
<br />w
<br />0::
<br />
<br />l!')
<br />o
<br />"
<br />N
<br />U'-
<br />f-C'0
<br /><(0...
<br />I..... 0
<br />.,[') "
<br /><;t<(
<br />.-10
<br />. ~
<br />~~
<br />
<br />lLJ-I
<br />0-1
<br />Z<(
<br /><($
<br />o:::~
<br />0lLJ
<br />Z......
<br />lLJ(/)
<br />wO(Y)
<br />~-IO
<br />~ <( 0
<br />z$C\J
<br /><:t:
<br />......J
<br />0..
<br />
<br />UJ ~
<br />0:::
<br />U >- LJ.. Z
<br />Zf-O
<br />- <(Z-
<br />I- zw~
<br />-U)>
<br />a oz 0
<br />t5o<(
<br />:::lUO
<br />Z OZ[2
<br />I- ~~g
<br />o...-LJ..
<br />I ~~<i!
<br />wwO:::
<br />'-' a:l I ~
<br />_ f-f-w
<br />Of-U
<br />0::: Z:::l .
<br />>-00...
<br />>- <(:r: 0:::
<br />~!::O
<br />0.... z;S: U
<br />od:'O:::W
<br />a ..Jw~
<br />o...zo
<br />U U)ZI
<br />-<(U)
<br />~~:::l
<br />
<br />SHEET NO.
<br />
<br />0...
<br />0:::
<br />o
<br />U
<br />w
<br />~
<br />o
<br />I
<br />U)
<br />:::l
<br />C'0
<br />o
<br />o
<br />N
<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 />
|