Loading...
HomeMy WebLinkAbout2389 VIA PELICANO; ; CB900716; PermitB U I L D I N G P E R M I T Permit No: CB900716 Project No: A9000827 Development No: DEV89063 05/02/90 15:27 Page 1 of 1 Job Address: 2389 VIA PELICANO Permit Type: SINGLE FAMILY DWELLING Parcel No: 215-571-30-00 Valuation: 135,303 Str: Fl: Ste: C,1 ~41 Construction Type: NEW Occupancy Group: R3 Description: PLAN 1 PC : SF GARAGE Class Code: 90-290 1875 SF 459 PHASE 4 OT 120 Status: Applied Apr/Issue Validated By: ISSUED 05/02/90 05/02/90 DC CONTRACTOR FIELDSTONE 14 CORPORATE PLAZA NEWPORT BEACH CA 92660 *** Fees Required *** *** Lie. C 402826 619-546-8081 Fees Collected & Credits *** -------------------------------------------- Fees: Adjustments : Total Fees: 10,362.00 .oo 10,362 .00 Total Credits: Total Payments: Balance Due: Fee description Units Fee/Unit .00 250.00 10,112.00 Ext fee Data Building Permit Plan Check Strong Motion Fee Public Facilities Fee Enter 'Y' for La Costa Enter 'Y' for Bridge MFF TIF > > > > Enter Park-in-Lieu District#(9) > Growth Management Fee & Zone(99) > * BUILDING TOTAL Enter "Y" for Plumbing Issue Fee Each Plumbing Fixture Each Building Sewer Each Water Heater Each Gas Piping System Each Vacuum Breaker * PLUMBING TOTAL > > > > > > Enter 'Y' for Electric Issue Fee > Single Phase Per AMP > * ELECTRICAL TOTAL ($10 Minimum) Enter •y• for Mechanical Issue Fee> Install Furn/Ducts To 100,000 BTU > Each Metal Fireplace > Each Vent Fan Single Duct > Each Hood > Each Dryer Vent > * MECHANICAL TOTAL . /J/ v ~ ~ lfl~~PPROVAL INSP. ~ DATE l {-2::f-fO CLEARANCE /t1£i1/4 AL. 1713 .00 4 .00 310.00 15.00 1.00 1.00 1. 00 2 .00 100.00 1.00 1. 00 3.00 1.00 1.00 CITY OF CARLSBAD 766.00 498.00 9.00 4736.00 670.00 530.00 1713.00 983.00 310.00 10215.00 7.50 2.50 37.50 6.50 6.50 2.50 2 .50 2.50 2.50 2.50 5.00 62.00 5.00 .25 25.00 30.00 15.00 9.00 9.00 6.50 6.50 4.50 13.50 6.50 6.50 4.50 4.50 55.00 5186 05/02/90 0001 01 C-PRMT 2075 Las Palmas Dr., Carlsbad cA 92009 (619) 438-1161 y y y 6 y y y l Kd .o PERMIT# CB900716 DESCRIPTION: PLAN 1 PC SF GARAGE TYPE: SFD CITY OF CARLSBAD INSPECTION REQUEST FOR 10/26/90 90-290 1875 SF 459 PHASE 4 LOT 120 JOB ADDRESS: 2389 VIA FELICANO APPLICANT: FIELDSTONE COMPANY CONTRACTOR: FIELDSTONE PHONE: PHONE: OWNER: PHONE: STR: 5468081 INSPECTOR AREA MP PLANCK# CB900716 OCC GRP CONSTR. TYPE NEW FL: STE: REMARKS: Tl/MH/MARK SPECIAL INSTRUCT: 619-5~0~1 I __ INSPECTOR --f--~_..:~KJ--~------------ TOTAL TIME: CD 19 29 39 49 LVL DESCRIPTION ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ***** DATE DESCRIPTION 092690 Final Combo 092590 Final combo 080190 Interior Lath/Drywall 080190 Exterior Lath/Drywall 073190 Interior Lath/Drywall 073190 Exterior Lath/Drywall 073190 Interior Lath/Drywall 073190 Exterior Lath/Drywall 072590 Rough Combo 072090 Shear Panels/HD's 072090 Gas/Test/Repairs 072090 Rough/Top out 071990 Roof/Reroof 061890 Ftg/Foundation/Piers 061290 Underground/Under Floor 051190 Ftg/Foundation/Piers ACT COMMENTS ~--- INSPECTION HISTORY ***** ACT INSP COMMENTS AP NR NR MP AP MP AP MP NS PY NS PY NS PY NS PY AP MP AP MP AP MP AP MP AP MP AP MP PENDING SOILS ENG REPORT AP MP NR MP DEPT: BUILDING ENGINEERING PLAN CHECK#: CB900716 PERMIT#: CB900716 FIRE PROJECT NAME: PLAN 1 PC 90-290 1875 SF 459 SF GARAGE PHASE 4 LOT 120 ADDRESS: 2389 VIA PELICANO CONTACT PERSON/PHONE#: SEWER DIST: LC WATER DIST: CA U/M WATER DATE: 09/12/90 PERMIT TYPE: SFD INSPECTED -/ DATE 9, ~ =====================================~ ================================ BY: ----~------INSPECTED: 90 APPROVED__ DISAPPROVED _ INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED ==============================-====-----======--======---========-=========== COMMENTS: AL BUILDING INSPECTION DEPT: BUILDING FIRE PLANNING U/M PLAN CHECK#: CB PERMIT#: CB900716 ~ PROJECT NAME: PLAN 1 PC 90-290 1875 SF _45 SF GARAGE PHASE 4 !,,OT 120 ADDRESS: 2389 VIA FELICANO CONTACT PERSON/PHONE#: SEWER DIST: LC WATER DIST: CA WATER DATE: 09/12/90 PERMIT TYPE: SFD ======================================================== DATE 1+ / DISAPPROVED INSPECTED: APPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ============================================================================= COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING 6)WATER PLAN CHECK#: CB900716 DATE: 09/12/90 PERMIT#: CB900716 PERMIT TYPE: SFD PROJECT NAME: PLAN 1 PC 90-290 1875 SF 459 SF GARAGE PHASE 4 LOT 120 ADDRESS: 2389 VIA FELICANO CONTACT PERSON/PHONE#: SEWER DIST: LC WATER DIST: CA INSPECTED BY: DATE JD ~½>½ INSPECTED: '9-V-/ ...&zo APPROVED ~ISAPPROVED INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED ============================================================================= COMMENTS: FINAL BUILDING INSPECTION RECEIVED SEP 1 4 1990 DEPT: BUILDING ENGINEERING §) PLANNING U/M WATER PLAN CHECK#: CB900716 DATE: 09/12/90 PERMIT#: CB900716 PERMIT TYPE: SFD PROJECT NAME: PLAN 1 PC 90-290 1875 SF 459 SF GARAGE PHASE 4 LOT 120 ADDRESS: 2389 VIA FELICANO CONTACT PERSON/PHONE#: SEWER DIST: LC WATER DIST: CA =====================-======================================================= INSPECTED Ci DATE (jµJI-,' INSPECTED: BY: , 9iH/1(~ APPROVED ~ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ===========--====-----=====----====-=--=====-=--============================= COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING PLAN CHECK#: CB900716 PERMIT#: CB900716 FIRE PLANNING PROJECT NAME: PLAN 1 PC 90-290 1875 SF 459 SF GARAGE PHASE 4 LOT 120 ADDRESS: 2389 VIA PELICANO CONTACT PERSON/PHONE#: SEWER DIST: LC WATER DIST: CA U/M 09/12/90 TYPE: SFD ========================================================7 ================= INSPECTED ~ DATE BY: ____ ..z.--=-----"'---INSPECTED: SEP. 181990APPROVED __ DISAPPROVED __ INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: coMMENTs: Carlsbad Munlclpal Water District Engineering Department (61 9) 438-336 7 \ <;J\hL,>tlAU MUNICIPALWATEA 01S!!!!,CT APPROVED DISAPPROVED APPROVED DISAPPROVED '· SOUTHERN CALIFORNIA SOIL AND TESTING# INC. 6280 RIVERDALE STREET, P.O . BOX 20627. SAN DIEGO. CALIFORNIA 921 2 0 (61 9 ) 280 -4 321 678 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA 92025 [619) 746-4544 REPORT CF COMPRESSION TESTS FILE NUMBER: 8912271 □ATE ' July 3, 1990 ASTM (C-39) XJ CONCRETE 0 M O R TAR JoB : Alga Hills, Phase 4A A□□REss 2389 Vi a Peli cano OVVNER : ARCHITECT : Robert Bowlus ENGINEER: coNTR AcmR, Fieldstone/Ben F. Smith LOCATION IN STRUCTUR E : CEMENT ADMIXTURE· S ANO ROCK MIX NO OR PROPORTIONS: TIME IN MIXER, M INUTES· SLUMP. INCHES : Slab on grade, Lot 120 Type II Pozz Sorrento Sorrento 500016/5.0 sack 70 4 0 G ROUT 0 GUNI T E D Permit #CB900716 FABR ICATED BY: GW Tested by: DJ TRUCK N O : 113 TICK ET NO· 77084 LABORATORY NO: MARK· DATE MADE DATE RECEIVED DATE TESTED : DIAMETER, INCHES: AREA, S GI. INCHES MAXIMUM LOAD, LBS. COMPRESSIVE STR . PSI : AGE Tc:STEO, DAYS REGl'D PSI AT 2B DAYS : UNI T VVT/cu FT (PLASTIC): 0341 6-19-90 6-21-90 7-03-90 6 .00 28 .27 74,250 2,630 14 2,500 01sTR1BuT10N , (3) Ben F. Smith, Inc. (1) City of Carlsbad (1) Sorrento Ready Mi x ( 1) J EM I I I 0342 7-17-90 90,750 3,210 28 0343 Discarded .... _ SOUTHERN CALIFORNIA SOIL AND TESTING, INC. REVIE WED BY : ~mduL Michael B. Wheeler, R.C.E. #45358 JOB: Alga Hills ADDRESS: BDUTH■RN CALIFORNIA BDIL AND Tl!BTING, INC. 8280 RIVERDALE STREET. P. 0. SOX 20827. SAN DIEGO, CALIFORNIA 92120 (61 SJ 2BD-4321 878 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA 92025 (61 BJ 746-4!544 SCST NO. 19·'-18 DATE 07-09-90 BLOG. PERMIT NO. PLAN FILE NO. 2389 Via Pelicans, lot 120 CB900716 ARGl·.ITECT: TYPE INSPECTION: Pre-Stressed Concrete MATERIAL INSPECTED: Robert Bowlus Associates ENG Ir JEER: JEM III PT, ASTM A416, 1/2", 27 0 ksi Concrete, mix #500016, 2,500 psi CONTRACTOR: Fieldstone 06-19-90 Greg W:>lfram 259 DISTRIBUTION: Tirre Arrived: 0645 Tirre ~parted: 0930 Inspected post tension tendons and reinforcing steel for footings and slab on grade on lot 120. Provided continuous inspection during placerrent of approximately 40 cubic yards of mix 500016 concrete inr.o inspected footings and s lab. Concrete was pumped into pl ace and consolidated at the foot ings and form edges with a mechanical vibrator. One set of t hree concret e t e st c ylinde rs made from concrete placerrent. Slump = 4". W::Jrk inspected appears acceptable . (3) Ben F. Smith, Inc. ( 1) JEM III (1) City of Carlsbad IIDUTH■RN CALIFORNIA ■DIL AND T■■TING, INC. SOUTHERN CALIFORNIA SOIL AND TESTING, I NC. 6280 R IVERDALE STREET, P .O . BOX 20627. SAN DIEGO. CALIFORNIA 921 20 (6 19 ] 280-4 3 21 678 ENTERPRISE STREET, ESCONDIDO. CALIFORNIA 92025 (619] 746-4544 REPORT CF COMPRESSION TESTS FILE NUMBER: 8912271 □ATE: Jul y 3, 1990 ASTM (C-39) ~ CONCR ET E 0 M ORT..:.R J□B , Alga Hills, Phase 4A A□□REss 2389 V i a Pe 1 i cano OVVNER: ARCHITECT ENGINEER: Robert Bowlus c□NT RAcToR , Fieldstone/Ben F . Smith CEMENT ADMIXTURE· SANO ROCK MIX NO OR PROPORTIONS: TIME IN MIXER, MINUTES· SLUMP, INCHES: Slab o n grade, Lot 120 Type II Pozz S orrento Sorrento 500016/5.0 s ack 70 4 0 GROUT 0 GUNI TE □ Permit #CB900716 F;:;~;;Tb ~:BYDJGW T RUCK NO: 113 TIC KET NO 77084 LABORATORY NO: MARK · DATE MADE DATE RECEIVED · DATE TESTED . DIAMETER. INCHES· AREA . SQ INCHES MAXIMUM LOAD, LBS COMPRESSIVE STR, PSI : A G E' T =S:EO. DAYS REQ'O PSI AT 2B DAYS . UNIT VVT/cu FT (P L A STIC): 0341 6-1 9-90 6-21 -90 7-03-90 6 .00 28.27 74,250 2,630 i4 2,500 DISTRIBUT ION : (3) (1) (1) (1) Ben F. Smith, Inc. City o f Carlsbad Sorrento Ready Mix JEM II I 0342 034 3 SOUTHERN CALIFORNIA SOIL AND TESTING, I NC. REVIEWED BY: it/4L£mdL Michael B. Wheeler, R .C.E. #45358 P(SI'-JI'ENSioo:rn:; AND ~00 CTIARl' JOB NAME Alga Hills SCS&T 8912271 ADDRFSS 2389 Via Pelicano 01\.'l'E 07-09-90 I.ill NUMBER 120 GAu:;E # 85552 BUIIDilC PERMIT CB900716 CALIBRATIOO OA.'T'E 01-7.'i-90 PLAN FILE lAR STRAND GAUGE EI.DNGATION, inches NUMBER READING INITIAL 'ICYI'AL DESIGN NOI'ES 1 6860 1-5/8 1-5/8 2 6860 2-1/4 2-1/4 3 6860 2-5/8 2-3/4 4 6860 2-3/4 2-3/4 5 6860 2-3/4 2-3/4 6 6860 2-3/4 2-3/4 7 6860 2-3/4 2-3/4 8 6860 2-3/4 2-3/4 9 6860 2-1/2 2-5/8 10 6860 2-3/8 2-3/8 11 6860 2-3/8 2-3/8 12 6860 3-3/4 3-3/4 13 6860 3-3/4 3-3/4 14 6860 3-3/4 3-3/4 15 6860 3-7/8 3-7/8 Lift Off 63 00 16 6860 3-3/4 3-7/8 17 6860 3-1/2 3-1/2 18 6860 3-3/8 3-3/8 19 6860 2-1/4 2-1/8 IIDUTH■RN CALIFGRNIA IIIDIL AND Tl!BTING* INC. Bli!BO RIVERDALE STREET, P. 0 . BOX 20627. SAN DIEGO, CALIFORNIA 92120 (819] 2BD-4321 878 ENTERPRISE STREET. ESCONOIOO. CALIFORNIA 92025 [B19) 746-4!544 JOB: Alga Hills SCST NO. 8912271 IS.I. 20 DATE 07-31-90 ADDRESS: BLOG. PERMIT NO. PLAN FILE NO. See Stress l.Dgs See l.Dgs ARC":1·1ITECT: TYPE INSPECTION: Pre-Stressed Concrete MATERIAL INSPECTEO: Robert Bowlus Associates ENG ll"JEER: JEM III PI', AS'IM A416, 1/2", 270 ksi Concrete , mix #500016, 2,500 psi CONTRACTOR: Fieldstone 07-09-90 Greg W::>lfram 259 DISTRIBUTION: T.i.rre Arrived: 1030 Ti.ire Departed: 1330 Provided continuous i nspection during stressing of post tensio n t endons in slabs on grade for l ots 166, 167, 168, 169 and 120. All tendons stressed to design pressure and e l ongations are acceptable per plans . See attac hed sheets for tendons elongation results and lift off results. (3) Ben F. Smith, Inc . ( 1) JEM III (1) City of Carl sbad IICUTH■RN CALIFDRNIA aDIL AND T■■TING* INC. REVIEWED BY: 0 -_r rJ/! . .e ~ Jarres E. Oliverson, P. E.