HomeMy WebLinkAbout600 Persimmon Ave - BC04-002808 (PUMP HOUSE) (A)PERMIT ADDRESS
CONTRACTOR
ADDRESS G
X�
i~1 Q
PHONE NUMBER
PROPERTY OWNER
ADDRESS
r- I D
PHONE NUMBER �-\ b
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
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b
Cr1
SUBDIVISION cin
PERMIT # ``\' bb DATE C`"lam
PERMIT DESCRIPTION
PERMIT VALUATION�������'�
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SAFE LOAD ?ARLES
FOR GRAVITY, UPLIFT 4 LATERAL LOAD6
8" PRECAST 4 PRE8TRE55ED U -LINTELS
TYPE DESIGNATION
._. F . FILLED WITH GROUT / U - UNFILLED
WANTITY OF #5 RE15AR AT
BOTTOM OF LINTEL CAVITY
8F1(o-I 3/IT
NOMINAL WIDTH I� QUANTITY OF "5
NOMINAL HEIGHT REpAR AT TOP
MATERIALS
I, f'c precast lintel$ - 3500 psi,
2, f'c preatreased llntek+ - 6000 Pell
3, F'c grout . 3000 pal w/ maximum 3/8" ag3 ra!0alo,
4, Concrete masonry units (CMU) per ASTM CSU w/
minimum net area comproealva strength - 1900 pal,
5. Rebar provldod In precast lintel per ASTM A615 CsR60,
Field rebar per ASTM A615 GR40 or GR60.
6. Prestressing strand per ASTM A416 grade-
210
rade210 low relaxation.
1. 1/32 wire per ASTM A510.
8, Mortar per ASTM C210 type M or 5.
GENERAL NOTES
I, Provide full mortar head and bad ,Joints,
2, Shore filled Iintcle as requlrod.
3, Installation of lintel must comply with the architectural
and/or structural drawings,
4, Llntals are manufactured with 5-1/2" long notches at the
ends to accommodate vertical cell rainforalrlg and grouting..
5, All Iintela moot or excoed L/360 vertical deflection, except lintels Il' -4" and
longer with a nominal holght of 8" meet or excaad L/180,
6, Bottom Field added rebar to be located at the bottom of the lintel cavity.
1, 1/.32" ;4amotar wire stirrups are welded to the bottom steel for
mechanical anchorage.
8. Cast-In-placo conueto may be provided In composite
lintel In Ilou of concrete masonry units,
9. Safe load rating6 based on rational doslgn analysis per AGI 318
and AGI 530
SAFE LOAD TAPLE NOTES
I. All values baaed on minimum 4" bearing. Exception: Saga loads For unfilled
Ilntela must ba 'reducad by 209; if boaring length is less than 6-1/2".
Safe loads for all recessed lintola based on 8 nominal bearing,
2, N,R. - Not Rated.
3, 6aPa Icade are total auperlmpoaad allowable load on the section apaclFkcd.
4, Safe loads baaed on grade 40 or grades 60 Field robar,
5. Additlonal lateral load capacity can be obtained by the designer by
providing addlonal rclnforcod masonry above thcs prucast lintel,
6, One "l rebar may be substituted For two 45 rabars In 8" Ilntolt only.
I. The de$Ignor may ovaluate concentrated loads from the safe load tables by
calculatln2 the maximum realstln�8 moment and ehear at d -away from
the face of support,
8, For composite lintel helghts not shown, use safe load From next
lower halght,
9. All safe loads in unite, of pounds per linear foot,
8" PRECAST 4 PRESTRESSED U -LINTELS
4<tf
lSSiJ~
G C#17�
UPLIFT
y
GIRAVITY
LATERAL
LATERAL
TYPE
��-"��
LENGTH— _-_
LENGTH
���-
TYPE
I FI` OQAT
$FB-pG
8F12-pLi
dFlb-OB
8F20 -OB
8F24 -OB
5F2b-OD
8F32 -OH
BF8-IB 8FI2-Ip dFl6-Ip
6F70 -I15
SF24-Ir3 8F2b-Ip
EF32-Ip
2'-10"
(34")
PRECAST
2302
3166
4413
6039 -
1526
9604
10412
11936
3166 4413 6039
1526
9004 10412
1193(l
3'-6"
(42")
PRECAST
2302
3138
3311
4689
6001
1315
e-00
9941
3166 4413 6039
1526
9004 10412
11936
4'-0"
C48")
PRECAST
2029
2325
7496340
4'-6" (54") PRECAST
4436
5410
6384
1358
2(,46 4413 6039
1526
9004 10472
11936
4 -6"
(54")
- PRECAST
1651
5'-4" (64") PRECAST
rn:)
2651
3403
4149
---
4896
5644
- 2110 4021 6039
1526
9004 10412
9666
5'-4"
C64")
PRECAST
1184Im
301
1$09
2311
2626
3336
3846
1665 2889 5051
6096
5400 1,424
1450
"
(10")
PRECAST
912
ooG
059
ala
369
2303
3232
3131
1459 2464 - 4144 -
5458
4431 5740
6122
6' 6'
(18')
PRECAST
931
1785
2101
3263
2146
3358
3911
4585
1255 2101 3396
5260
4 4995
6690
---�
(90")
PRECAST
162
1029
1615
735$
1994
39
7586
3333
1029 1615 2610
3839
96 6613
rl
5041
1496
(112")
PRECAST
513
632
KJ49
469
7K62
666•
154
X21
1668 1212 1816
2544
69 3030
3121
363
(126")
PRECAST
456
452
602
1125
915
2
132$
1535
--
658 1075 1514
2081
--
2114 3130
2404
631
486
PRECAST
445
595
935
%$
1054
2355
1193
2115
598 935 1365
1854
2441 3155
4044
12'-0"
(144")
PRECAST
414
545
864
1254
689
2014
1510
210
555- 864 1254
1693
2211 2832
3590
13'-4"
(160")
PRECAST
362
421 �-
126
1478
1331
1635
1224
1416
465 14$ 1016
1438
1855 2343
u
2920
14'-0"
(168")
PRECAST
338
3$I
646
99
1190
1462
11
1260
455 200 1003
1335
1114 2153
2666
561
(110
PREBTRE55E
N.R.
NR
NR
NR
NR
NR-�
NR
NR
465 '165 1310
2045
2610 3185
3165
lam' 4"
(184")
PRESTRESSED
N,R.
NR
NR
NR
NR
NR
NR
NR
420 695 .1250
—
1855
2310 2890
3410
Il' -4'
(208")
PRESTRESSE
N,R,
NR
NR
uz
_ IR
NR
NR
_ NR
310 530 .950
1400
1400 7[00
2600
205
323 451 601 'Til 942
PRESTRESSE
N.R.
NR
NR
74R
NR
NR
NR
NR
240 400 150
1090
1400 1120
2030
21'-4"
(256")
PRESTRESSE
N.R.
NR
NR
NR
NR
NR
NR
NR
183 330 610
930
1340 11bP
2114
22'-0'
(264")
_
PRESTRESSE
�N.R,
NR
NR
NR
NR
NR
NR
NR
160 300 510
810
1350 1660
1910
24'-0" (288") PRESTRESSE _
NR
NR
NR
NR
NR
NR
NR
--
130 244 410
110
1030 135Q _
2
TYPE DESIGNATION
._. F . FILLED WITH GROUT / U - UNFILLED
WANTITY OF #5 RE15AR AT
BOTTOM OF LINTEL CAVITY
8F1(o-I 3/IT
NOMINAL WIDTH I� QUANTITY OF "5
NOMINAL HEIGHT REpAR AT TOP
MATERIALS
I, f'c precast lintel$ - 3500 psi,
2, f'c preatreased llntek+ - 6000 Pell
3, F'c grout . 3000 pal w/ maximum 3/8" ag3 ra!0alo,
4, Concrete masonry units (CMU) per ASTM CSU w/
minimum net area comproealva strength - 1900 pal,
5. Rebar provldod In precast lintel per ASTM A615 CsR60,
Field rebar per ASTM A615 GR40 or GR60.
6. Prestressing strand per ASTM A416 grade-
210
rade210 low relaxation.
1. 1/32 wire per ASTM A510.
8, Mortar per ASTM C210 type M or 5.
GENERAL NOTES
I, Provide full mortar head and bad ,Joints,
2, Shore filled Iintcle as requlrod.
3, Installation of lintel must comply with the architectural
and/or structural drawings,
4, Llntals are manufactured with 5-1/2" long notches at the
ends to accommodate vertical cell rainforalrlg and grouting..
5, All Iintela moot or excoed L/360 vertical deflection, except lintels Il' -4" and
longer with a nominal holght of 8" meet or excaad L/180,
6, Bottom Field added rebar to be located at the bottom of the lintel cavity.
1, 1/.32" ;4amotar wire stirrups are welded to the bottom steel for
mechanical anchorage.
8. Cast-In-placo conueto may be provided In composite
lintel In Ilou of concrete masonry units,
9. Safe load rating6 based on rational doslgn analysis per AGI 318
and AGI 530
SAFE LOAD TAPLE NOTES
I. All values baaed on minimum 4" bearing. Exception: Saga loads For unfilled
Ilntela must ba 'reducad by 209; if boaring length is less than 6-1/2".
Safe loads for all recessed lintola based on 8 nominal bearing,
2, N,R. - Not Rated.
3, 6aPa Icade are total auperlmpoaad allowable load on the section apaclFkcd.
4, Safe loads baaed on grade 40 or grades 60 Field robar,
5. Additlonal lateral load capacity can be obtained by the designer by
providing addlonal rclnforcod masonry above thcs prucast lintel,
6, One "l rebar may be substituted For two 45 rabars In 8" Ilntolt only.
I. The de$Ignor may ovaluate concentrated loads from the safe load tables by
calculatln2 the maximum realstln�8 moment and ehear at d -away from
the face of support,
8, For composite lintel helghts not shown, use safe load From next
lower halght,
9. All safe loads in unite, of pounds per linear foot,
8" PRECAST 4 PRESTRESSED U -LINTELS
4<tf
lSSiJ~
a l
UPLIFT
y
GRAVITY
LATERAL
LATERAL
TYPE
��-"��
LENGTH— _-_
bF5-IT
,d,
8F16 -IT
I FI` OQAT
bF241T
8F2b-IT
8F32 -IT
&U&
8F8
8F6 -2T
-
eFl2-2T -
EFI6-2T 5F20 -2T 8F24-27 8F28 -2T EF32-2T
2'-10" (34") PRECAST
2121
2Bla
4101
5332
6569
lail
9055
2021
2021
2121
2164
--
3961 5190 6401 1630 8651
O0
2165
O
3240
4231
5219
O 0
1193
p 0
1251
7165
BFIrP-1B/IT
3165 4125 5091 6061 1036
(48") PRECAST
Ib7F,
1969
2832
8RFI4-113/IT
4532
5381
6245
-5 REBAR AT T(;IF
938
_
1815
1925
MIN. n) F.EQ'D
4'-6" (54") PRECAST
661
1162
2501
3as1
1-1/2- CLEAR
4161
5525
121
121
1660
1105
2435 3111 3913 465E 5,406
5'-4" (64") PRECAST
13931
1484
2110
2141
3315
4010
4648
505
505
1393
1431
2050 2610 3293 3920 4549
..__
(10") PRECAST
R
a
1930
2505
3084
- 3I65
4241
418
418
Ia12
GROUT
1615 2441 3010 3553 4151
"
11411
1200-�
33 11
7250
2169
3290
3812
101
881
1141
z
�
•5 REBAR AT BOTTOM
959•
912
415
O O
OF LINTEL CAVITY
2191
3330
591
651
BOTTOM RkINFORGING
1029
1466 1901 2351 2191 3245
1.5/&'ACTUAL
PROVIDED IN LINTEL
612
9Po ^
---�
(YARIE9,1
1652
2144
b" NOMINAL WIDTH
630
TYPE DESIGNATION
._. F . FILLED WITH GROUT / U - UNFILLED
WANTITY OF #5 RE15AR AT
BOTTOM OF LINTEL CAVITY
8F1(o-I 3/IT
NOMINAL WIDTH I� QUANTITY OF "5
NOMINAL HEIGHT REpAR AT TOP
MATERIALS
I, f'c precast lintel$ - 3500 psi,
2, f'c preatreased llntek+ - 6000 Pell
3, F'c grout . 3000 pal w/ maximum 3/8" ag3 ra!0alo,
4, Concrete masonry units (CMU) per ASTM CSU w/
minimum net area comproealva strength - 1900 pal,
5. Rebar provldod In precast lintel per ASTM A615 CsR60,
Field rebar per ASTM A615 GR40 or GR60.
6. Prestressing strand per ASTM A416 grade-
210
rade210 low relaxation.
1. 1/32 wire per ASTM A510.
8, Mortar per ASTM C210 type M or 5.
GENERAL NOTES
I, Provide full mortar head and bad ,Joints,
2, Shore filled Iintcle as requlrod.
3, Installation of lintel must comply with the architectural
and/or structural drawings,
4, Llntals are manufactured with 5-1/2" long notches at the
ends to accommodate vertical cell rainforalrlg and grouting..
5, All Iintela moot or excoed L/360 vertical deflection, except lintels Il' -4" and
longer with a nominal holght of 8" meet or excaad L/180,
6, Bottom Field added rebar to be located at the bottom of the lintel cavity.
1, 1/.32" ;4amotar wire stirrups are welded to the bottom steel for
mechanical anchorage.
8. Cast-In-placo conueto may be provided In composite
lintel In Ilou of concrete masonry units,
9. Safe load rating6 based on rational doslgn analysis per AGI 318
and AGI 530
SAFE LOAD TAPLE NOTES
I. All values baaed on minimum 4" bearing. Exception: Saga loads For unfilled
Ilntela must ba 'reducad by 209; if boaring length is less than 6-1/2".
Safe loads for all recessed lintola based on 8 nominal bearing,
2, N,R. - Not Rated.
3, 6aPa Icade are total auperlmpoaad allowable load on the section apaclFkcd.
4, Safe loads baaed on grade 40 or grades 60 Field robar,
5. Additlonal lateral load capacity can be obtained by the designer by
providing addlonal rclnforcod masonry above thcs prucast lintel,
6, One "l rebar may be substituted For two 45 rabars In 8" Ilntolt only.
I. The de$Ignor may ovaluate concentrated loads from the safe load tables by
calculatln2 the maximum realstln�8 moment and ehear at d -away from
the face of support,
8, For composite lintel helghts not shown, use safe load From next
lower halght,
9. All safe loads in unite, of pounds per linear foot,
8" PRECAST 4 PRESTRESSED U -LINTELS
4<tf
lSSiJ~
a l
UPLIFT
y
GRAVITY
LATERAL
LATERAL
TYPE
��-"��
LENGTH— _-_
bF5-IT
dFl2-IT
8F16 -IT
I FI` OQAT
bF241T
8F2b-IT
8F32 -IT
&U&
8F8
8F6 -2T
-
eFl2-2T -
EFI6-2T 5F20 -2T 8F24-27 8F28 -2T EF32-2T
2'-10" (34") PRECAST
2121
2Bla
4101
5332
6569
lail
9055
2021
2021
2121
2164
--
3961 5190 6401 1630 8651
3'-6" (42") PRECAST
2165
2189
3240
4231
5219
6204
1193
1251
1251
7165
2215
3165 4125 5091 6061 1036
(48") PRECAST
Ib7F,
1969
2832
3680
4532
5381
6245
J38
938
_
1815
1925
_
2150 3563 4.122 5264 6110
4'-6" (54") PRECAST
661
1162
2501
3as1
3020
4161
5525
121
121
1660
1105
2435 3111 3913 465E 5,406
5'-4" (64") PRECAST
13931
1484
2110
2141
3315
4010
4648
505
505
1393
1431
2050 2610 3293 3920 4549
..__
(10") PRECAST
12721
1381
1930
2505
3084
- 3I65
4241
418
418
Ia12
1315
1615 2441 3010 3553 4151
(18") PRECAST
11411
1200-�
33 11
7250
2169
3290
3812
101
881
1141
1152
1664~ 3192 2103 3216 3132
T-6" (90") PRECAST
959•
912
415
914
2354
2191
3330
591
651
990
1029
1466 1901 2351 2191 3245
5'-4" (112") PRECAST
8011
612
9Po ^
1269
1560
1652
2144
454
630
601 -
155
1192 1550 1910 2211 2634
10'-6" (126') PRECAST
1161
498
'193
1021
1261
1496
1131
396
493
116
611
1039 1389 Ill( 7034 135$
11'-4" ou,".) PRECAST
W-4"
666•
439
696
699
1104
5-0--j-
309
1515
363
556
,
666
535
905 1295 1595 1596 2196
12'-0" (144") PRECAST
-
6011
400
631
$I6
041
56
312
340
494
631
486
blb 1709 1514 1159 2086
13'-4" (160") PRECAST
5uG•
340
532
666
641
992
1153
302
398
513
409
_
462 1004 13611"032 Ivil
(168".) FREGAST286
4581
316 _
493
635
115
977
1065
360
546
318 �.
629 922 1754 1561 1816
14'-8" (116") PRESTRESSED
. -
243
295
489
591
124
$51
990
N,R,
35`1
243
-
352
5a2 852 1156 1491 1142
15'-4" (184'1 PRESTRESSED
226
225
130
- 553
1022
801
925
N.R.
321
228
329
542 191 1012 Uai 1616
11 4' (208") PRESTRESSED
188
236
361
464
561
(110
TI4
N.R.
255
I$$
216
349 649 a14 1121 1369
19'-d" (232") PRESTRESSED
65
201
323
401
490
518
642
N.R.
204
165
-
739
'363 550 ~236 940 1160
21' 4" (256") PRESTRESSE
as
B6
126
3 6
333
$2
590
N,R,
112
142
212
336 411 635 801 993
22'-0" (264") PRESTRE55E -
.140
150
268
343
416
493
565
N,R.
161
13'1
205
323 451 601 'Til 942
24'-O" (288") PRESTRESSE
22
165
244
312
3a0
442
5155
N,R.
135
124
186
790 40E 538 680 '633
'KEDULE VALUC WT 27 s F0K (aKAVt 4G N1 LV Kt AK
8" PRECAST ill/ 2" RECESS DOOR U -LINTELS
8" PRECAST tU/ 2" RECESS [DOOR U -LINTELS
lSSiJ~
a l
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LEI, I, G TYPE
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5RF6-e,7
TYPE
LENGTH� 1
gRUk
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8RFI0-09
8RFI4-pB
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5RF22-OB
8RF26-O#3
8RF3p O
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bRFIB-Ip ERF72-Ip 8RF2( 10
bRF30-)B
4'-4"
(52")
PRECAST
1489
1591
3053
2982
3954
4929
5904
6890
1821 3412 49E2
6412 1941 9416
10$18
4'-,v"
(54")
PRECAST
1351
1449
2152
2114
3600
4481
5315
6264
1103 3412 . 4982
6412 1941 9416
loala
5'-8"
(68")
PRECAST
l85
532
602
155V
2058
2566
3015
3551
11$3 2162 4014
4,412 6516 8614
-3565
6639
-
896775
(10")
PRECAST
135
19
1509
1449
1924
2400
2816
3357
1103 7051 3611
6412 6516 5450
6411
6'-8"
(80")
PRECAST
822
9pT
611
2933
2516
3223
3812
4522
901 1611 _ 2933
4100 6130 viii
6151
433
(90')
PRECAST
665
2102
1311
252
958
2481
2944
3439
764 1311 2324
3609 5493 6624
5132
TT
(116°J
PRECAST
all
420 _
834
1253
1011
1342
1614
386
735 928 1491
2119 7616. 3595
2315
8" PRECAST tU/ 2" RECESS [DOOR U -LINTELS
,REDUCE VALUE BY 15 q FOR GRADE 40 FIELD REBAR
REEYISIONS
1 AREA ANALYSIS 1
Addition 311 5. 1✓ -
0
UPLIFT
y
LATERAL
`
LEI, I, G TYPE
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5RF6-e,7
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BRF22-IT
BRF22-2T
8RF26-IT
6RF76-2T
BRF30-IT
6RF3G-2T
8RU6
8RF6
4'-4" (52") PRECAST
1244
1513
- 1413
3260
-4112
4%1
5825"
932
932
x244 1519 2339 3110 4006 050-
5696
4'-6" 254") PRECAST
92
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2311
3121
0'3931
4156
5511
853
853
1192 1455 7240 3036 3831 4643
5453
(68") FREGAST
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1195
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3055
3683
4325
501
901
924 1141 3351 7916 3613
4230
('10") PRECAST
8941
r,-
1142
2352
2965
3551
4198
469
469
-
896775
(80") PRECAST
0
1813
2042
2513
3101
3642
830
1100
_-
1466 1981 2509 3035
3563
1' 6" (90") PRECAST
468
691
1325
1610
2250
2153
3721
110
9410
6106 $49 _ 1302 1142 2225 2690 -
3151
!
(116') PRECAST
5331
433
605112B
1413
1104
1995
516
614
—
loos 1369 1126 2088
--1
2454
,REDUCE VALUE BY 15 q FOR GRADE 40 FIELD REBAR
REEYISIONS
1 AREA ANALYSIS 1
Addition 311 5. 1✓ -
0
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SHEET NO.
2 OF 2
LAST PLOW DATE:
July 15, 2004