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High strength precast and prestressed concrete lintels
Win using concrete masonry units,
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f'c 8" precast lintels = 3500 psi Reber per ASTM A415 Grade 60
f'c 8" prestressed, 6" and 12" precast lintels = 6000 psi . Prestressing strand per ASTM A416 Grade 270 lotiv feloxatioa
f'c grout = 3000 psi with maximum 3/8 iach oggregate . 7/32 wire per ASTM A510
Concrete masonry units (CM) per ASTM C90 with o Mortar per AST,41 C270 Type'M or S
minimum net area compressive strength =1700 psi
1. Provide full mortar head and bed lonts. 6. Bottom field added rebar to be located at the bottom of the lintel cavity.
2. Shors filled lintels as required. 7. 7/32 inch diameter wire stirrups are welded to the bottom steel for
3° Installation of lintel must complq with the orchitecturai and/or strucrurol mechanical anchorage,
drawings. B. Cost -in -place concrete may be provided in composite lintel in lieu of concrete
4. lintels ore manufactured with 5.1/2 inch long Patches at the ends to mosonry units.
occomodate. vertical cell reirfordrig and grouting. 9, Safe load ratings based on rationol design analysis per ACI 319 and ACI 530.
5. All lintels meet or exceed L/360 vertical defection, except lintels 17 �4" 14. Product Approvals: Miami Dade County,, Florida Nos.96-0613.01
and longer with a nomhtol height of 8" meet or exceed 1./180, and 97.0623.0:6
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1. All values based on minimum 4 inch nominal bearing. 5. Additional lateral load capacity can be obtained by the designer by providing
Exception_ Safe loads for unfilled lintels must be reduced by 20% if bearing additional reinforced masonry above the precast lintel,
length is less than 1/2 inches. Safe loads for all recessed lintels based on 6. One #7 rebor may be substituted for wti o #5 rebars in 8" lintels only.
6" nominal bearing. 7 The designer may evaluate concentrated loads from the safe load 4ables by
2. N.R. = Not Rated. calculoting the maximum resisting moment and shear at d•away from the
3. Safe loads ore total superimposed allowable load on the section specified. face of support.
4. Safe leads bused on Grade 40 or Grade 60 field rebor. B. Fsr composite lintel heights not'shown, use safe load from next lower height.
9. All safe loads in units of pounds per liaeur foot.
1p All -sofa loads based on simpiy'supperled span.
r' r .
2'•10" Thru, 5-TV
2 • 7/32' wire
2 - 03 'rebor
r
3'-6" rhru 5'-10"
2 7/32" wire
2 #3 rebur
6'-6" Thru 7'-6"
2 • 7/32' wire
2 #4 rebor
6'•6" Thru T-6"
2 - 7/32" vrire
2 • #4 rebar
9', 4' Thnt 10'•6'
2 • #3 rebor
2 44 relief
9'-4" Thru 10'-6"
2 • #3 rebor
2 • #4 rebar
11".4" Thrri 14'-0"
2 -#3 reba,
2 - #5 rebar
', Y-4` Thru 17'•4"
2 - #3 rebar
2 - #5 rebar
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Note14'-61
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Thru 1 y'-4"
2 - 7/32" wire
2 7/16 srrgnd
3'•6" Thru 7'•6"
2 - 7/32' vrire
2 - #5 rebar
21.'4' Thru 24'•0"
2 7/32" wire
2 • 7/16 strand
9'4" Thru 174"
2 • #3 rebar
2 - #5 rebor
and 2 - #4 rebar
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ry' `IM 4 .IOtFi rd7ad............. Aq#s3
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4'1" 7hru, 5'-10"
2 7/32" wire
2 - #3 rebor
6'-8" Thru 9'-9"
2 #3 rebor
2 • 04 rebor
CROSS'SECTIGNS
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9544231792
CAST CRETE
PAGE 09
02/26/2001 15:52
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THIN
THIN UTILITY
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WIND RESISTANT SOUTH FLORIDA FLUSH
9 lid
DEEP FACE
-DEEP FACE UTILITY
THIN FLUSH
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DEEP FACE FLUSH
-.77, BM Vw
777.
• 4' 5" (53")
$17.95
6' 2" (74")
$25.40
Ali Al types ore the some price. Special leng1hr. odd 5.00 to the next longer length A
cuftin sms and WOR caps etc. -cm available by 5pedol order.
02126/2001 15:52 9544231792
CAST CRETE
PAGE 10
PRICE
2" 10'y (34")
• I V9
4' V (48") $17.15
P110
51 4" (64") $22,85
6' 6"
(78*')
S' 6
(16"02 ")
r $41.15
10" 6" (1261
$52.95
1 2' 0 (144")
$58.20
14' 0" (1680)
$69.20
PRICE
14'8" (1.76")
01",
17' 4ff (2081 $162.95
21' 4" (256") $214.90
ift-MONYINI-I al M-1111'1�1 M I MMWSAIIN,21�1�i lri'M,
24' 0" (288R) $236.50
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1, 7 SIB! ,
OVERALL INTH
RECESS 06M DOOR SIZE
4' 4" (52")
S' 0" (36") 2'8" (32-)
$ U.50
KNEES&
Ell 111. mem"I HIM "1 6 FIN �, 19, 70
5' 8" (68")
4' 4" (52") 4' 0" (48")
$27.60
.
.. : I .. . 4 1" t.1 , "a, 10 1
. . . . . . NOW 11 11
61 8" (8011)
5'4" (64") FID" (60")
$80.85 'n
IN
7' 6" (90")
(76") 6'0" (72")
$35.30'
For special Implbs add $5.00 to the next roper length rmtel. a miin & niches add $5,00,
All lintels exceed the performance requirements of all apolc& building (odes.
15:52 9544231792
CAST CRETE
PAGE 11
02/26/2001
3' 6" (42")-
$ 17.15
4-F
.70
6f
.65
52.00
61.60
131 4/' (160#)
$84,15
-
K,2171� 1�i FBI
17' 4'7 (203m)
$112.85
3' V (421y)
$42.00
4'r 6" (546)
$54.00
7113 75� 110
6-1 6a (7811)
$78.00
. ......
M..... IU". .
0 12"Y'
`5 h-wL
.1-1' 4" (1-36")'-
$136,00
13" 40 0
$160.00
k�i ,mm,
I 1' 4" (208")
$208.00
3' 6" (4?)
$14,90
1151, 1 ,
Ml-;�M
am-M-M
-
4' 6"' (54")
Ill -
$20.40
6' V (781
$27,90
1251,13,11, M1,11"Eal MR;; MEE.
$45.20
6' & 12' recessed U IM6 are avdWe by spatial order,
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