HomeMy WebLinkAbout1364 SAPPHIRE DR; ; CB062078; PermitCity of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
10-27-2006 Residential Permit Permit No: CB062078
Building Inspection Request Line (760) 602-2725
Job Address:
Permit Type:
Parcel No:
1364 SAPPHIRE DR CBAD
RESDNTL Sub Type:
Lot#:
SFD Status:
10 Applied:
Valuation:
2122501000
$354,279.00 Construction Type: VN
CT020007
Entered By:
Occupancy Group:
10/27/2006
# Dwelling Units:
Reference #:
Structure Type: SFD Issued:
Bedrooms: 3 Bathrooms: 3.5 Inspect Area:
Project Title: EMERALD POINTE-PLAN 1-3233 SF, Orig PC#:
725 SF GAR,103 SF DECK,314 SF PATI0,63 SF PORCH Plan Check#:
Applicant:
SADDLEVIEW LL C
16461 SHERMAN WAY #350
VAN NUYS CA 91406
Building Permit
Add'I Building Permit Fee
Plan Check
Add'I Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park in Lieu Fee
Park Fee
LFM Fee
Bridge Fee
Other Bridge Fee
BTD #2 Fee
BTD #3 Fee
Renewal Fee
Add'I Renewal Fee
Other Building Fee
HMP Fee
Pot. Water Con. Fee
Meter Size
Add'I Pot. Water Con. Fee
Reel. Water Con. Fee
$1,331.96
$0.00
$865.77
$0.00
$0.00
$35.43
$5,728.00
$0.00
$0.00
$0.00
$0.00
$14,070.00
$0.00
$0.00
$0.00
$0.00
$0.00
$3,188.00
D5/8
$201.00
$0.00
Owner:
SADDLEVIEW LL C
16461 SHERMAN WAY #350
VAN NUYS CA 91406
Meter Size
Add'I Reel. Water Con. Fee
Meter Fee
SDCWAFee
CFO Payoff Fee
PFF (3105540)
PFF (4305540)
License Tax (3104193)
License Tax (4304193)
Traffic Impact Fee (3105541)
Traffic Impact Fee (4305541)
Sidewalk Fee
PLUMBING TOTAL
ELECTRICAL TOTAL
MECHANICAL TOTAL
Housing Impact Fee
Housing lnlieu Fee
Housing Credit Fee
Master Drainage Fee
Sewer Fee
Additional Fees
TOTAL PERMIT FEES
ISSUED
10/28/2005
RMA
Plan Approved:
10/27/2006
PC050110
$0.00
$160.00
$4,313.00
$1,578.27
$6,447.88
$0.00
$0.00
$0.00
$700.00
$0.00
$0.00
$182.00
$60.00
$46.00
$0.00
$0.00
$6,428.58
$0.00
$1,047.00
$0.00
$46,382.89
Total Fees: $46,382.89 Total Payments To Date: $46,382.89 Balance Due: $0.00
Inspector: flll\, ~ Clearance:
NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure lo timely follow that procedure wiU bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any
f I x i f i h h I Tl r hi r hi f limi i n h I h rwi
City of Carlsbad Bldg Inspection Request
For: 07/25/2007
Permit# CB062078 Inspector Assignment: MC ---
Title: EMERALD POINTE-PLAN 1-3233 SF,
Description: 725 SF GAR,103 SF DECK,314 SF PATIO,63 SF PORCH
Type: RESDNTL Sub Type: SFD
Job Address: 1364 SAPPHIRE DR
Suite: Lot: 10
Location:
OWNER SADDLEVIEW L L C
Owner: SADDLEVIEW L L C
Remarks: please inspect 9am -2pm please
Total Time:
Phone:
Inspector: tv\ l------
Requested By: JEFF
Entered By: CHRISTINE
CD Description Act Comments
19 Final Structural fl
29 Final Plumbing =t 39 Final Electrical
49 Final Mechanical
Comments/Notices/Holds
Associated PCRs/CVs Original PC# PC050110
lns12eclion History
Date Description Act lnsp Comments
07/23/2007 89 Final Combo co MC SEE NOTICE -GAS RELEASE
07/18/2007 89 Final Combo CA MC PER CONTRACTOR
07/10/2007 39 Final Electrical AP MC EMR
06/04/2007 17 Interior Lath/Drywall AP MC INT LATH
05/10/2007 17 Interior Lath/Drywall PA MC DRYWALL ONLY, OK TO TAPE
05/10/2007 18 Exterior Lath/Drywall WC MC
05/10/2007 23 Gas/Test/Repairs AP MC
05/02/2007 16 Insulation AP MC
04/17/2007 14 Frame/Stee1/Bo1ting/We1ding AP MC
04/17/2007 24 Rough/Topout AP MC
04/17/2007 34 Rough Electric AP MC
04/17/2007 44 Rough/Ducts/Dampers AP MC RE-CK DRYER VENT
03/21/2007 13 Shear Panels/HD's AP MC COMPLETE TITEN INSTALLATION
City of Carlsbad Bldg Inspection Request
For: 07/10/2007
Permit# CB062078 Inspector Assignment: MC ---
Title: EMERALD POINTE-PLAN 1-3233 SF,
Description: 725 SF GAR,103 SF DECK,314 SF PATIO,63 SF PORCH
Type: RESDNTL Sub Type: SFD
Phone:
Job Address: 1364 SAPPHIRE DR
Suite: Lot: 10
Location: Inspector: M, C---
OWNER SADDLEVIEW L L C
Owner: SADDLEVIEW L L C
Remarks: EMR
Total Time:
CD Description
39 Final Electrical
Act Comments
Requested By: JEFF
Entered By: CHRISTINE
--------····---------
Comments/Notices/Holds
Associated PCRs/CVs Original PC# PC050110
I ns11ection History
Date Description Act lnsp Comments
06/04/2007 17 Interior Lath/Drywall AP MC INT. LATH
05/10/2007 17 Interior Lath/Drywall PA MC DRYWALL ONLY, OK TO TAPE
05/10/2007 18 Exterior Lath/Drywall we MC
05/10/2007 23 Gas/Test/Repairs AP MC
05/02/2007 16 Insulation AP MC
04/17/2007 14 Frame/Steel/Bolting/Welding AP MC
04/17/2007 24 Rough/Topout AP MC
04/17/2007 34 Rough Electric AP MC
04/17/2007 44 Rough/Ducts/Dampers AP MC RE-CK DRYER VENT
03/21/2007 13 Shear Panels/HD's AP MC COMPLETE TITEN INSTALLATION
03/21/2007 18 Exterior Lath/Drywall WC MC
02/26/2007 15 Roof/Reroof AP PD
02/23/2007 15 Roof/Reroof NS cw ROLLED OVER FROM 2/23/2007
12/12/2006 22 Sewer/Water Service AP MC WATER, BUILDING SUPPLY ONLY
12/11/2006 11 Ftg/Foundation/Piers AP MC
12/11/2006 12 Steel/Bond Beam AP MC
12/11/2006 22 Sewer/Water Service NR MC
12/04/2006 21 Underground/Under Floor AP MC WASTE ONLY
12/04/2006 22 Sewer/Water Service WC MC
03/09/2007 09:53 714-835-2819 ESIFME STRUC~ALENG PAGE 01/01
..
>
E S II F M E, Inc.
Structural Engineers Date : 03-09-2007 By :,-=B::..P __ _
1800 E. 16th Street
Santa Ana, CalifOmla 92701 Sheet_1_of_1_ •
Company: RWR Client Job No.:, _______ _
Address: 2710 LOKER AVENUE WEST Project Name : "EMERALD POINTE"
CARLSBAD, CA 92010. ES I/FM E Job No. : 5268 -J
Contact: JEFF NORTON. Cell (619)948-4962 Project Eng.: ..:..:R::..:RW=-----
Phone: (NIA) FAX: {760) 476-0224 PH.: (714)836-28001Fax 836-2819
WPhone Conve-DFlold -•g DMNl•g f!I Clianl's Din-House Meeting
■ M.EMO
ESI/FME recommends the detail shown below to retrofit missing anchor bolts with
Simpson Titen Bolts. •
8IEPQXY fPC -5/8" f 11loo HD --AS NI Al:~ 10 THE 'll!EII, A 5 8'DIA. AU.-THRW INIO
CONC•m: W/UAP. SO [POJCY(5"~ ""y BE PIIOWlEI> ICIIOfS279 ~a61:/mlNSPECIION
,,,.. cxcfl.,ts~ c1tfl.,:
A
It TO AVD/1:) T"~'o.,,113'1
• tn.luP in Ae.:onianc• with LC.B.O. Report fESR-10.S&
Mow■ble Loctd~ t:i Ratio (For SIIN!" Only).
Q'ff ICIO fl056 -2500 PSI C-) • "° S,.Ckll "T!Gon R!9rf2d E51
5/8• DIA. AB. FOR t.tSSN3 ANCHOR BOLTS
"'"R o 9 '1.001
Southern California Soil and Testing, Inc.
6280 Riverdale Street, San Diego, CA 92120 (619) 280-4321
P.O. Box 600627, San Diego, CA 92160-0627
83-740 Citrus Avenue, Suite G, Indio, CA 92201-3438 (760)775-5983
Concrete (6x12) Compressive Strength Test Report
File Number: 0612226
Project Title: Emerald Pointe Estates -PTCC Phase: 1
Project Location: 1364 Sapphire Dr
Architect: Mark W Kiner
Engineer: Martin Permit No: CB06-2078
Contractor: RWR Homes Plan File No:
Location In Structure: Lot: 10 North Side of Slab 15 Feet From the North East Corner
Material Supplier: Superior
Mix Designation: 8367P
Admixture(s): Fly Ash, Pozz
Time In Mixer: 55 minutes Slump Inches: 5.00
Air Content: Unit Weight Plastic/Dry, pcf: I
Air Temp: 64 degrees F Concrete Temp: 66 degrees F
Truck Number: 390 Ticket Number: 62630
Samples Made By: JG Samples Tested By: CN JBA
Laboratory Number 0617119 0617120 0617121
Mark On Samples Emerald
Pointe Set 1
Date Made 12/12/2006 12/12/2006 12/12/2006
Date Received 12/13/2006 12/13/2006 12/13/2006
Date Tested 12/18/2006 1/9/2007 1/9/2007
Diameter, Inches 6.00 6.00 6.00
Area, Square Inches 28.27 28.27 28.27
Maximum Load, Pounds 94490 145140 142260
Compressive Strength, psi 3340 5130 5030
Age Tested 6 Days 28 Days 28 Days
Required 28 Day Strength, psi 4000 4000 4000
Fracture Type 1 1
Specimen sampling, transportation and compressive strength testing were perfonned by this agency in accordance with the applicable
.~'TM 09 standards. Th!s Jgenc'/ makes no other warranties express er tmp!ied.
Legend: Fracture Type -1; 2; 3; 4; 5; 6
Distribution:
(1) City of Carlsbad -Building Inspection Department
(1) RWR Homes, Inc. -Brendan Farrelly
Reviewed By: ~ ---------------:r--
Gordon T.M. Woo,dard RCE ~60481 c._ ____ _,
-I
Southern California Soil and Testing, Inc.
6280 Riverdale Street, San Diego, CA 92120 (619) 280-4321
P.O. Box 600627, San Diego, CA 92160-0627
83-740 Citrus Avenue, Suite G, Indio, CA 92201-3438 (760)775-5983
Concrete (6x12) Compressive Strength Test Report
File Number: 0612226
Project Title: Emerald Pointe Estates -PTCC Phase: 1
Project Location: 1364 Sapphire Dr
Architect: Mark W Kiner
Engineer: Martin Permit No: CB06-2078
Contractor: RWR Homes Plan File No:
Location In Structure: Lot: 10 Westside of Slab 25 Feet From South West Corner
Material Supplier: Superior
Mix Designation: 8367P
Admixture(s): Fly Ash, Pozz
Time In Mixer:
Air Content:
Air Temp:
Truck Number:
Samples Made By:
Laboratory Number
Mark On Samples
Date Made
Date Received
Date Tested
Diameter, Inches
Area, Square Inches
Maximum Load, Pounds
Compressive Strength, psi
Age Tested
57 minutes
64 degrees F
263
JG
Required 28 Day Strength, psi
Fracture Type
0617122
SET 2
12/12/2006
12/13/2006
12/19/2006
6.00
28.27
105210
3720
7 Days
4000
Slump Inches:
Unit Weight Plastic/Dry, pcf:
Concrete Temp:
Ticket Number:
Samples Tested By:
0617123 0617124
12/12/2006 12/12/2006
12/13/2006 12/13/2006
1/9/2007 1/9/2007
6.00 6.00
28.27 28.27
141960 152910
5020 5410
28 Days 28 Days
4000 4000
3 2
4.25
I
67 degrees F
62644
JBAJO
Specimen sampling, transportation and compressive strength testing were perfonned by this agency in accordance with the applicable
ASTM C39 standards. This agency makes no other warranties express or implied.
Legend: fracture Type -i; 2.; 3; 4; S; b
Distribution: Reviewed By:
(1) City of Carlsbad -Building Inspection Department
(1) RWR Homes, Inc. -Brendan Farrelly Gordon T.M. WooiaflRcE # 60481
SOIL 6 TISTIIIIG, !NC SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6321 7
6280 RIVERDALE STREET. SAN DIEGO. CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717
83-740 CITRUS AVENUE, SUITE G, INDIO. CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362
SCS&T FILE No.-UC-'/ u ·z (_p
P.O. NO._· __________ _
C X PL NC FIX PAGE I OF I
FIELD INSPECTION REPORT FOR: D REINFORCED CONCRETE D REINFORCED MASONRY D WELDING D FIREPROOFING
Q. C. CONCRETE D ROOFING / WATERPROOFING .11 P.T. CONCRETE / STRESS D EPOXY ANCHORS D H.S. BOLTING D
PHASE#: DSA FILE NO.:
,
~ 4 ,J~, :5
TIME ARRIVED: /
:.. ? /; ·--t ___,_
✓ .,
I -SL '
. .
~I~/_~._;. ~
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'$ "· /4•' 4'7 :.-.,-:,_ .?:' _s,, , ,,, . ~ , ;, ~-;;;t,.?A.~• .... .c.:_...~·
,,
I
, ,
UBC I hereby certify that I hove inspected the above reported work. Unless noted otherwise,
the work Inspected is to the best of my knowledge in compliance with the approved plans.
specifications and op~ob~tions ot the governing building lows.
Inspector Initials -~~,_ __ -_, _____ _ INSPEc'tOll$ SIG~
, " ,I _,. .
;-
/
DSAAPP. NO.:
/
PLAN FILE NO.: _ ./ 4 -~-.,:,,,.t
TIME DEPART~D: , ~ _..., A r.r,
_J-.4=--_,,_,,,,., r --'"'" ... , ~ , I' '_..
✓ .#
• /" /"< C' I .,/ --~>-./~·
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P.E. REVIEW:
REGISTTlATION NO.
I '-
OSA I hereby certify that I hove inspected the above reported work in accordance with the
requirements of DSA approved documents. Sampling and testtng were conducted In
accordance with the requirements of the DSA approved documents. The work inspected
complies with the DSA approved documents.
Yes: __ No: ___ Inspector lnrtiols:
'WPERINTENDJ'NTS SIGNATURE
•sfgnoture authorizes the ot::x:Ne work
DATE
SCS&T 205 REV 2/0o
PLANNING
ENGINEERING
SURVEYING
IRVINE
LOS ANGELES
RIVERSIDE
SAN DIEGO
HUNSAKER
&ASSOCIATES
S A N D I E G 0, I N C.
November 29, 2006
City of Carlsbad
Engineering Department
1635 Faraday Avenue
Carlsbad, CA 92008-7314
Re: Building Form Setback Certification
Emerald Pointe Estates
Carlsbad Tract 02-07
Drawing No. 406-3A
Lots 3 through 6 and 10 through 13
Dear City Inspector:
Please be advised the building foundation forms are in conformance with the
precise grading plans as to horizontal and vertical location. The building
setbacks were measured in relation to the property lines and were found to be in
conformance with the approved precise grading plans for this property.
DAVE HAMMAR
LEX WILUMAN
ALISA VIALPANDO
DAN SMITH
RAY MARTIN
CHUCK CATER
10179 Huennekens St.
San Diego, CA 92121
(858) 558•4500 PH
(858) 558•1414 FX
www.HunsakerSD.com
lnfo@HunsakerSD.com
Sincerely,
o.0,P'.S~ ,.,.
Hunsaker & Associates San Diego, Inc.
TS :ts k:12339\2008\b-49.doc
wo2339-0018 11/2W20089:33AM
...
GEOTECHN\CAL EXPLORAT\ON, \NC .
SOIL & FOUNDATION ENGINEERING
GROUNDWATER • ENGINEERING GEOLOGY
FIELD REPORT ON OBSERVATION O F FOUNDATIONS DATE:------=----
TIME:
JOB NO. CLIENT : _ _:._..:..----2.-~'--_::,:__~--------
PROJECT NAME: _.S:..::.~~-e..-'.... _ _:~___.::.. __ ::__ ___________ _
PROJECT ADDRESS:
□1 I The footing excavations listed below were bot~omed on material for w hich the bearing values
recommended in the foundation report are applicable.
□
□
□
The cast-in-place drilled fricti on piles l isted below penetrated material for which the
allowable supporting capacities recommended in the foundation report are applicable. The
piles were excavated to diameters at least as large as specif ied and the excavations extended
at least to the depths indicated on the Foundation Plans.
The excavations for the cast-i n-place belled piers listed below were bottomed o n material for
which the bearing values recommended in the foundation report are applicable. The
excavations were at least as large as specified on the Foundation Plans.
The driven piles listed below were observed to be driven to the specified lengths and/or
driv ing res istances to obtain t he supporti ng capacities recommended in the foundati on
report.
Based upon observations, it is our op1n1on that t he foundation recommendations presented in the
report of the foundation investigation, Job No. ______ , dated _________ (ar~/(are
not) applicable to the conditions observed. Fo undation Plans b y >-
dated __________ were used as a reference for our observations .
./
NOTE:
2.
1. The_ obs:rvations reported above do not constitute an approval of foundation location
footing size or dep_th, reinforcement, or foundat ion design. '
Loose, soft, or disturbed soils must be removed p rior to p lacem t f · f concrete. en o rein orcement or
3. 1:he opinions and recommendations presented in t his report were b to d ased upon our obse rva-
1 ns_ an are presented in accordance w ith generally accepted f
practice. We make no other warranty, either express or implied . pro essional engineering
BY:
SOIL A TE\Tlfll,G, tHC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6 3 21 5
6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717
83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362
scs&T FILE No .. c2w//' .. 7-Z u:>
P.O. NO._· _________ _
I C I /--< I I PL I I I NC I I I FIX I I PAGE I OF L.
FIELD INSPECTION REPORT FOR: D REINFORCED CONCRETE D REINFORCED MASONRY D WELDING D FIREPROOFING
D Q. C. CONCRETE 0 ROOFING / WATERPROOFING ,gj P.T. CONCRETE / STRESS D EPOXY ANCHORS D H.S. BOLTING D
PROJECT TITLE:
~;,/c.... I PHASE#'; DSA FILE NO.: DSAAPP.NO.: ~/?1£k"A1·4 ,,:,,,, ,if ~-· '/' I PR/_T ADDRESS . ,/A'\~-sh-i-✓ PERMIT NQ.: PlAN FILE NO.: /4 , r:s-ld'~ /2,c~~,&</ /·/::: IQ y ;-~.=-&?~-, . ./ .,._' __ Y,..,
AACHITEC/"'"/44-f , )_.-. ENGINEER: /'Z ,,A-. 1< il-".1
• ✓-""',c..'<--Ve:' I / ,,--'
GENERAL CONT~W' ~ /-it.~?t'e SUB CO~CTO!l: A, .,._ > /._..,-;_r;·,., / ,-::../,Y,;.;,--~--/ ,:!' ,.. .. ~:--~
LOCATION OF WORK INSPECTED: --,.-,....... ✓ ~<-) _./ 1-:. )/,;?L,.?. h ,,.,. I / .J.£:Z ~~-~ ,
MATERIAL C~IC.lftPN¢ 7 5 /4,,.,,-1,v« ---,. ?-,1 ... ~~-~-1,,-...,.,-$
A-; //t-✓ k ,,,.,~4', .s/4,.....,_ /1,··,, -;,,,,. / .,,4· u·~ " '~~.,,-P~ &n .. ~
DATE
f/-cG I
DES<;BJl'TION OF WORK INSPECTED: TIME ARRIVE~: f'./ t -( TIME DEPARTED: ,!/1"-" JZ --,,;, J ... l·,,z;
!Rr · _.2.u.:s., v < --i .,,,
L ~~:.;.~ /;/ &'
£ ,·• fi/ I -k,.t.,-";.>/17_·___, ;/' /',/;-r:/ J,,,,/') t;'l-r C' ..-I
i..-t::, .L«; r.G = .5 .. ./'l~// /47c , •
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lb ~ /fr?' /t-:./,. /j ,4/? r ,' I
/ ~ -' ,. 1-";-r / .:>. A -/ ,.ff~--4~ £ . -.✓,:"'-//C. ~ d'__./
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I~ •/." l/-t< /'1~,&:/r .,,::;;:z;C ;: -?/ ..L--'/,..-/-__., -?-.-,✓ . / /, ' 1///7 // -'""->.:.: ?,..e ( , + ;· _....,,.-;, ,. .... ·.:.-~'-c--' '-
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,Lb/~' ·:j_ ,, ':::, '"A. / ..-:--, ,-.,,; .. ,., ~· .-,I/..;-.',:.~ i -, .,,....J ,c ,.p,...·;.. :~?l.~ ,--:;: /
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P.E. REVIEW:
UBC I hereby certify that I hove Inspected the above reported work. Unless noted otherwise,
.:sJ> .:tt s~ > the wor1< Inspected Is to the best of my knowledge In compliance with the approved plans, /_ .,.?' -~ ,. ---specifications and appl~le150Ctlons of the governing building laws. 1:-Y t";."C-, Inspector Initials ~_;;,, INSP~~~rr-I REGISTRATION NO.
DSA I hereby certify that I hove inspected the above repcrted work In accordance wtth the ,,,,~ ,,, /" 12 II ,'?C;;:;-_, . requirements of DSA approved documents. Sampling and testing were conducted In ,
accordance with the requirements of the DSA approved documents. The work inspected •StJPERINTENDENTS SIGNATURE DATE
complies wtlh the DSA approved documents. •signature' outt>orlzes tile obolle work
Yes: No: Inspector Initials: SCS&l 205 REV 2/06
~ Cltlof Cal1sbad B3 Fl~al Bulldlng lnsaectlon
(
Dept: Building ~ngin=_er~~Planning CMWD St Lite Fire
Plan Check#:
Permit#: CB062078
Project Name: EMERALD POINTE-PLAN 1-3233 SF,
Date: 07/19/2007
Permit Type: RESDNTL
Sub Type: SFD
725 SF GAR,103 SF DECK,314 SF PATIO,63 SF PORCH
Address: 1364 SAPPHIRE DR Lot: 10
Contact Person: Phone:
Sewer Dist: CA Water Dist: CA
lns_pected ,v Date
7/17!u? ~Disapproved: __ Inspected: Approved: By. (,/.
Inspected Date
By: Inspected: Approved: Disapproved: __
Inspected Date
By: Inspected: Approved: Disapproved: __ ...........................................................................................................................................................
Comments: _______________________________ _