HomeMy WebLinkAbout2343 TERRAZA GUITARA; ; CB901141; PermitB U I L D I N G
0~/15;•90 11 : 49
Page 1 of 1 G,-U 1 T Afl.A
Job Address: 2343 TERRAZA RI BERA
Permit Type: SINGLE FAMILY DWELLING
Parcel No: 215-582-34-00
Valuation: 143,262
P E R M I T
Str:
Permit
Project
Development
Fl: Ste :
No : CB901141
No: A9001247
No: DEV89063
Construction Type : VN
Occupancy Group: R3/M1
Description: PLAN 1 PC
Class Code : CT 84-41
90-290 1875 SF 459
Status:
Applied:
JSSUli:b
itf l ItG J Ke
07/06/90
07/06/90
DC
: SF GARAGE PHASE 5 158
CONTRACTOR FIELDSTONE
OWNER
***
5465 MOREHOUSE DR #250
SAN DIEGO, CA 92121
FIELDSTONE CORPORATION
Fees Required ***
Fees: 10 ,687.00
Adjustments: .00
Total Fees: 10 ,687 .00
Fee description
Building Permit
Plan Check
Strong Motion Fee
Enter 'Y' to Autocalc P.F .F.
F.M.F./G,M.F . and Zone(99)
Enter 'Y' to Autocal c LaCos a TIF
Enter 'Y' to Autocalc Bridge Fee
or manually enter M.F.F.
Enter Park-in-Lieu Di st#(9) twice
* BUILDING TOTAL
Enter "Y" for Plumbing I..,su e Fe e >
Each Plumbing Fixture or Tr p >
Each Building Sewer >
Each Water Heater and/or V nt >
Gas Piping System >
Each Vacuum Breaker >
* PLUMBING TOTAL
Enter "Y" for Elec ric Issue Fee >
Single Phase Per AMP >
* ELECTRICAL TOTAL ($10 Minimum)
Enter 'Y' for Mechanical Issue Fee>
Install Furn/Ducts >
Each Install/Reloc Appliance Vent>
Each Hood/Fireplace > * MECHANICAL TOTAL
Apr/Issue:
Validated By:
Lie. C 402826 619-546-8081
Lie . OWNER
Fees Collected & Credits ***
Total Credits:
Tot al Payme n ts :
Ba lance Due:
Units Fee/Unit
100.00
1. 00
4.00
2.00
2,50
6 .50
2.50
2 .50
2.50
.25
9 .00
4.50
6 .50
.00
250.00
10 ,437 .00
Ext fee Data
794.00
516.00
10.00
5014 .00 Y
310.00 06
670.00 Y
530 .00 Y
1713 .00
983.00
10540,00
7.50 Y
37.50
6,50
2.50
2.50
5.00
62 .00
5 .00 Y
25.00
30 .00
15.00 Y
9.00
18 .00
13.00
55,00
7 37 08/ /90 0001 01 O?
10
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad CA 92009 (
PERMIT# CB901141
DESCRIPTION: PLAN 1 PC
SF GARAGE
CITY OF CARLSBAD
INSPECTION REQUEST
FOR 09/27/91
90-290 1875 SF 459
INSPECTOR AREA MP
PLANCK# CB901141
OCC GRP PHASE 5 LOT 158
TYPE: SFD
JOB ADDRESS: 2343 TERRAZA GUITARA
APPLICANT: FIELDSTONE COMPANY
CONTRACTOR: FIELDSTONE
OWNER: FIELDSTONE CORPORATION
REMARKS: MH/RUDY/529-9964 PAGER
SPECIAL INSTRUCT:
TOTAL TIME:
CONSTR. TYPE NEW
STR: FL: STE:
PHONE: 5468081
PHONE: 619-546-8081
PHONE: () \
INSPECTOR \U-, rvc--~
V
CD
19
29
39
49
&CJ _C_O_MM_E_N_T_S ___________ _ ST Final Structural V
PL Final Plumbing i LVL DESCRIPTION
EL Final Electrical
ME Final Mechanical __ --
---
***** INSPECTION HISTORY *****
DATE DESCRIPTION ACT INSP COMMENTS
072491 Interior Lath/Drywall AP MP
072491 Exterior Lath/Drywall AP MP
070991 Rough Combo AP PY
070991 Shear Panels/HD's AP PY
070191 Rough/Topout AP MP
070191 Gas/Test/Repairs AP MP
062791 Rough/Topout NR MP
061891 Roof/Reroof AP MP
121890 Ftg/Foundation/Piers AP MP
121190 Underground/Under Floor AP MP
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING FIRE PLANNING U/M
PLAN CHECK#: CB901141
PERMIT#: CB901141
PROJECT NAME: PLAN l PC 90-290 1875 SF 459
SF GARAGE PHASE 5 LOT 158
•,ADDRESS: 2 3 4 3 TERRAZA GUITARA
CONTACT PERSON/PHONE#: MARK/438-0468
SEWER DIST: LC WATER DIST: CA
INSPECTED
BY:
INSPECTED
BY:
DATE
INSPECTED:
DATE
INSPECTED:
APPROVED
APPROVED
~-\ ~
DATE: 09/10/91
PERMIT TYPE: SFD
DISAPPROVED
DISAPPROVED
=~=============----============-----====--=======----========================
COMMENTS:
RECEIVED SEP 1 6 1991
FINAL ~~LQ~NG INSPECTION r· / ,
DEPT: BUILDING ENGINEERING ~PLANNING U/M WATER
PLAN CHECK#: CB901141
PERMIT#: CB901141
PROJECT NAME: PLAN 1 PC 90-290 1875 SF 459
SF GARAGE PHASE 5 LOT 158
ADDRESS: 2343 TERRAZA GUITARA
CONTACT PERSON/PHONE#: MARK/438-0468
SEWER DIST: LC WATER DIST: CA
DATE
DATE: 09/10/91
PERMIT TYPE: SFD
INSPECTED dd:
BY: gc . ~ INSPECTED: 9/12/St APPROVED ¥-DISAPPROVED
INSPECTED
BY:
INSPECTED
BY:
COMMENTS:
DATE
INSPECTED: ___ APPROVED DISAPPROVED
DATE
INSPECTED: ___ APPROVED DISAPPROVED
DEPT: BUILDING
FINAL BUILDIN,.G~:::IN&fECTION
ENGINEERING FIRE ~~U/M
PLAN CHECK#: CB901141
PERMIT#: CB901141
PROJECT NAME: PLAN 1 PC 90-290 1875 SF 459
SF GARAGE PHASE 5 LOT 158
ADDRESS: 2343 TERRAZA GUITARA
CONTACT PERSON/PHONE#: MARK/438-0468
SEWER DIST: LC WATER DIST: CA
WATER
DATE: 09/10/91
PERMIT TYPE: SFD
========================================================~=~=7/ =============
INSPECTED DATE ✓ n,
BY: !} i;. INSPECTED: 9-2-] ~ il APPROVED __ DISAPPROVED __ '
INSPECTED
BY:
INSPECTED
BY:
DATE
INSPECTED:
DATE
INSPECTED:
APPROVED DISAPPROVED
APPROVED DISAPPROVED
========================~====----====-=====-------==-~-======------=======~==
COMMENTS:
____ -----FINAL BUILDING INSPECTION
/----\
DEPT: BUILDIN9 r1:~INEERING /! FIRE PLANNING U /M
PLAN CHECK#: CB9~l~
PERMIT#: CB901141
PROJECT NAME: PLAN 1 PC 90-290 1875 SF 459
SF GARAGE PHASE 5 LOT 158
ADDRESS: 2343 TERRAZA GUITARA
CONTACT PERSON/PHONE#: MARK/438-0468
SEWER DIST: LC WATER DIST: CA
INSPECTED R~ DATE ~,z. ... -'$' BY: INSPECTED:
INSPECTED DATE
BY: INSPECTED:
INSPECTED DATE
BY: INSPECTED:
COMMENTS:
APPROVED
APPROVED
APPROVED
WATER
DATE: 09/10/91
PERMIT TYPE: SFD
'# DISAPPROVED
DISAPPROVED
DISAPPROVED
GEOCON
I ~ C O R r O R A T E D
~,~
"1i...J
UNDATION OBSERVATION REPORT
JOB NAME: d-4·0 J/.J/:,_ FILE NO.: 3f'4t -~•1✓-~-t:1
LOCATION: !.~Ts ~,S9,, J(C!,.J~ /----DATE: /2 / Jf/';J·
(ADD NUMBER/BUILDING NO., ETC.)
PERMIT NO.: PIAN FILE NO.:
ePUR,.l?OSE OF OBSERVATION:
~ Verify soil conditions exposed are similar to those anticipated.
!g'J Footing excavations extend to proper depth and bearing strata.
□ · Verify foundation reinforcement complies with minimum recommended in soil report.
~ Verify slab reinforcement, sand bedding and moisture barrier comply with minimum
recommended in soil report.
□ Other: _____________________________ _
e SOIL REPORT RECOMMENDATIONS BASED ON:
~ Expansion Condition; JZI VERY LOW ~ LOW O MEDIUM O HIGH
21 Fill Geometry 1), 'rz~<✓ J Z <Cc (2 .,..,4L • □ Other: z,, :1 z,,
0 VERY HIGH
e MINIMUM FOUNDATION RECOMMENDATION:
Footing Depth: ri!' 12 INCHES D 18 INCHES □ 24 INCHES OTHER ___ __,...------~-
Footing Reinforcement: □ NO. 4 T&B O 2-NO.4 T&B □ NO.5 T&B OTHER: /i,ti; ¼b<$t..,,_...::>7.
Interior Slab Reinforcement: □ ~10/10 0 6x6-6/6 □ NO. 3 @ 24 INCHES □ N9. 3 @ 18 INCHES
Slab Bedding Material and Thickness: 5---x../, '-1 1' Vapor Barrier: L /SC c..-----.. ~
e FOUNDATION PIAN REVIEWED: YES □
If yes, identify and describe: _______________________ _
e OBSERVATIO~
,!J Su conformance with Soil Report (see "Purpose of Observation").
~ Su :.cent'onnance with Foundation Plans.
D 0th
n:\wpjob\draft.ina\rdnobrpt.100
_ Soir & Testing, Inc.
SPECIAL INSPEC11UN SERVICE --.. IT., ,.o. _ _,
.. -. CALW 111•. ,.._ -..m
7/ :::.::~ ..................................... .
.. ,,.CIICIDCQJCJIITI (J STIIUCT. STln .....,., (J GLUl•L•. ,.-1CATICII
NI• STIIISIID CCICIIITI □ 111 INf'OIICID G'WI'.. (J OTNH
lltlNf'OIICID ... _... □ ,au 0•1v1NG ............ ········ ......................... .
2..70 rO I ;
INll''N.
DATI
LOCATIONS o, .o .. : INS,l!CT!D, Tl!ST SAMll'Ll!S TAICfN, •o•IC •l!Jl!CTl!D, JOa ,.o.LfMS, ,.oG•l!H, •l!MA•u. ETC.
INCLUO&a , .... o•w• TtON ••ou T -AMO UN Ta o.-... T ··••L. '"L •c 110 o• wo•• ...... OIIIMIIDf Nuw••·· T••·· • IOIIN T. NO"•·
o.-TllaT ...... L •• T ....... eTIIIUCT. CON .. IICTION9 l111IILD• .. •011. >4,T, eOLT9 TOIIIQUIIOI cw11c••DJ IITC,
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SDUTH■RN CALIFORNIA SOIL A ND T■STING, I NC.
62B0 RIVERDALE STREET, P .O. BOX 20827, SAN D IE G O. CALIFORNIA B21 20 (B 1 BJ 2B0-4321
878 ENTERPRISE STREET, ESCONOIOO. CALIFORNIA B202t5 (B19) 748-4 !544
REPORT CF CDM P RESSICN TESTS
FILE NUMBER 8912271 DATE: January 2, 1991 ASTM (C39)
J□s Alga Hills
~o□REss 2343 Terraza Gultara -Lot 158
UVVNER
ARcH1TecT Robert Bowl us Ass ociates
N G INEER JEM I I I
coNTRAC,aR Fie 1 dstone
L OCATION IN STRUCTURE
C CMl-'NT
AOMl ><T ,RE
S G.NO
R DC:K
M i x "-iU OR PROPORTIONS
N. W. corner of slab-on-grade
II
Permit #CB901141
~CONCRETE
0 MORT ... R
0 GROUT
0 G U NITE
D
I TIME I Ml ER. MINUTES
SLUM P INCHES
Sorrento
Sorrento
5500016/5 sack
58
5
Tested bv: OJ
MS TRUCK NO' 77 TICKET NO 140689 LFASR1CA TE D B Y
I ~ , A _D_R_Y_N_□_#I ___ -+-_7_8_8_0_--1---78_8_1_-4-__ 7_88-2--+-------1----+----·
I DATE MADE 12-26-90 Discarded
DATE RECE1VEO
O AT[. TESTEO
□•AM£ TF.R , INCHES
Al'lEA SQ INCHES
MAXIMUM LOAD. L BS
COMPR ESSIVE STR . PSI
AGE ESTED, OAYS
RE'Q D PSI AT 2 8 DAYS
L,r"-.ll T VV 1/cu FT (PLA STIC)
12-27-90
1-02-91
6.00
28 .27
64,500
2,280
7
2,500
□1 srR ,suT 1 □N (3) Ben F. Smith, Inc .
(1) JEM I II
(1) City of Carlsbad
(1) Sorrento Ready Mix
1-23-91
88,500
3,130
28
SOUTHERN CALIFORNIA
SOIL AND TESTING. INC.
REVIEWED BY·
Michael 8. Wheeler, R.C.E. #45358
roS'I'-TENSIONING AND ELONGATION CHARI'
JOB NAME Algg Hills Phase V SCS&T 8912271
ADDRESS 2343 Terraza Gultara DATE 01-11-91
I.Gr NUMBER 158 GAOOE # C-950
BUIIDING PrnMIT 1B CALIBRATION DATE 10-15-90
PLAN FILE CB901141
STRAND GAOOE ErDNGATION 1 inches
NUMBER RFADrnG rnITIAL DESIGN 'IUl'AL
1 5262 1-5/8 1-5/8
2 5262 2-1/4 2-1/4
3 5262 2-3/4 2-3/4
4 5262 2-3/4 2-3/4
5 5262 2-3/4 2-3/4
6 5262 2-3/4 2-5/8
7 5262 2-3/4 2-3/4
8 5262 2-3/4 2-3/4 Lift Off 5100
9 5262 2-5/8 2-1/2
10 5262 2-3/8 2-1/4
11 5262 2-3/8 2-3/8
12 5262 3-3/4 3-3/4
13 5262 3-3/4 3-3/4
14 5262 3-3/4 3-5/8
15 5262 3-7/8 4
16 5262 3-7/8 3-7/8
17 5262 3-1/2 3-1/2
18 5262 3-3/8 3-3/8
19 5262 2-1/8 2