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Home My WebLink About2574 MUIRFIELDS DR; ; CB062181; Permit. City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 03-21-2011 Residential Permit Permit No:CB062181 Building Inspection Request Line (760) 602-2725 Job Address: 2574 MUIRFIELDS DR CBAD Permit Type: RESDNTL Sub Type: SFD Status: ISSUED Parcel No: 2132501300 Lot #: 13 Applied: 07/24/2006 Valuation: $744,236.00 Construction Type: NEW Entered By: RMA Occupancy Group: Reference #: 1CT0219. TTh Plan Approved: 03/21/2011 # Dwelling Units: 1 Structure Type: SFD Issued: 03/21/2011 Bedrooms: 5 Bathrooms: 4.5 Inspect Area: Project Title: MAGNOLIA ESTATES- PLAN 4-PHS4 Orig PC#: CPC040107 - 6219 LIV,1099 GAR, 852 SF PORCH Plan Check # PC060044 Applicant: Owner: BARRATT AMERICAN INCORPORATED — BARRAUAMERICAN INC 5950 PRIESTLY 7,5950 PRIESTLY DR #10 C/O DON MACKAY CARLSBAD, CA 92009 -2 CARLSBAD CA 92008 760-431-0800 $2,418.01 Meter Size Add'l Building Permit Fee Building Permit ---\ $0.00 Add'l Red. Water ConFèei) \ $0.00 Plan Check I r -'T /7 $2,418.01 $1,571.71 Meter Fee $220.00 Add'l Plan Check Fee / 7 $0.00 SDCWA Fee $6,901.00 $3,152.96 Plan Check Discount/ /7-./ 125.74) CFD Payoff Fe $13,545.10 $74.42 PFF (3105540) ..,...- Strong Motion Fee Park in Lieu Fee $5,728.00 PFF (4305540) $0.00 / ' $0.00""Licen Tax (3104193) \ rT $0.00 LFM Fee Park Fee ' ''$0.0O Liôense Tax (4304193) 1\ $0.00 Bridge Fee '$0.00 TrafficlmpactFee(3105541) - -' $2,286.80 c 1(Fee,/-,,", I f Other Bridge Fee $0.00 Traffic Impact Fee (4305541) ' $0.00 BTD #2 Fee' $0.00 Sidewélk Fee/ Renewal Fee JL/$0.00 ELECTRICAL TOTAL / / $110.00 Add'l Renewal Fee \ c$0:oo \ MECHANICAL TOTAL / $107.00 \ BTD #3 Fee $0.00 PLUMBING TOTAL' $245.00 $0.00 . / Other Building Fee - $000 \ Houing Impéct Fe / $0.00 HMP Fee /,4$0.00 \ Housing1lnLièu Fee / $0.00 Pot. Water Con. Fee $7,174.00 H6sing Credit Fee / $0.00 Meter Size Dl lWit& Diñage Fee/ $0.00 Add'l Pot. Water Con. $814.00 Séver Fee $2,052.00 $0.00 Additional Fees Green Bldg Stands (5B1473) Fee ?? Fire SpnklFees\ /1 ($5,237.00) Red. Water Con. Fee ?? —,TOTAL PERMIT FEES / $41,037.26 Total Fees: $41,037.26 Total PaymentsTo Date: $41 ,O37.26Balance Due: $0.00 I Insoector: __________ FINALd\PPROVAL Date: 7-1 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 to timely follow that procedure will 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 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit 03-21-2011 Job Address: 2574 MUIRFIELDS DR CBAD Permit Type: SWPPP Parcel No: 2132501300 Lot #: Reference #: CT020019 CB#: CB062181 Project Title: MAGNOLIA ESTATES-PHASE 4 & BUILDOUT Permit No:SW110093 Status: ISSUED 13 Applied: 03/10/2011 Entered By: RMA Issued: 03/21/2011 Inspect Area: Tier: I Priority: M Applicant: Owner: MAGNOLIA PARTNERS L L C MAGNOLIA PARTNERS L L C 1094 CUDAHY PL #212 SAN DIEGO CA 92110 Emergency Contact: JOHN COLUCCI /zçc) 1094 CUDAHY PL #212 ((SAN DIEGO CA 92110 Lf // - - I 619 997-6456 / f-\ SWPPP Plan Check '. ./ J. \ SWPPP Inspections 49 / \ $208.00 Additional Fees I 4 ,' $0.00 TOTAL PERMIT F • .j $208.00/f 1 ORATE' Total Fees: $208.00 Total Payments To Date52 $208.00 Balance Due: / $0.00 N / tT FINAL APPROVAL DATE/"/f—C CE________ S1GNATUREL!' Inspection List Permit#: CB062181 Type: RESDNTL SFD MAGNOLIA ESTATES-PLAN 4-PHS4 6219 LIV,1099 GAR, 852 SF PORCH Date Inspection _Item Inspector Aót Comments 07/03/2012 89 Final Combo PD AP Q6129/2012 89 Final Combo PD CO 12/15/2011 39 Final Electrical PD AP TSPB 11/01/2011 17 Interior Lath/Drjwall PD AP 11/01/2011 18 Exterior Lath/Drywall PD AP 10/24/2011 16 Insulation PD AP : 10/1312011 84 Rough Combo PD AP 10/12/2011 301 Overhead.Hydro DF CPLT 10/12/2011 303 Overhead Visual. DF CPLT 09/22/2011 13 Shear Panels/HO's - PD AP 09/22/201114 Frame/Steel/Bolting/Weldin PD WC 07/22/2011 22 .Sewer/Water Service PD , AP 06/29/201115 RàoflRerOof PD AP • 05/12/201111 Ftg/Foundation/Piers PD • AP 05/02/201121 underground/under Floor MC AP • WASTE ONLY TO OUTSIDE BLDG STUB OUT. 05/02/2011 24 Rough/Topout Mc • • W • Tuesday, August 07, 2012 • • : Pagel of I - ianeanHawney From: Michael Elliott <mikeelliott2@cox.net> Sent: Wednesday, June 20, 2012 3:14 PM To: Christer Westman; Paul Colucci'; Cecelia Fernandez; Chris DeCerbo; Janean Hawney; PeterOreibelbis Subject: Magnolia Estates-Bressi Ranch. Planning Area 11 Attachments: 88G - Bressi Ranch :- Planning Area 11 -(Lot 13) - Insp2. oc Magnolia Estates—Bressi Ranch Planning Area 11 Project Number CT-02-19 Drawing Number: 418-81- Lot 13.- 2574 Muirfields Drive - CB062181 Landscape review comments are attached. Approved - Permit card for Lot 13 was signed on June 20, 2012 Mike Elliott • landscape architect • : • • • 637 arden drive : • • encinitas, ça. 92024 . • phone; (760) 944-8463 • fax: (760) 944-8943 • • • e-mail: • mikeelliott2@cox.net • 1 STRUCTURAL CALCULATIONS H TK PROJECT IM4Lt4 P4iv4& STRUCTURAL ENGINEERS '644 i - DESIGN ASSUMPTIONS CONCRETE STRENGTH AT TWENTY EIGHT DAYS: MASONRY: GRADE "N' CONCRETE BLOCK F 'M = MoFifAft TYPES 1,800 PSI GROUT: 2000 PSI REINFORCING STEEL A.615 GRADE 40: GRADE 60: STRUCTURAL STEEL: A-36 TIMBER: DOUGLAS FIR-LARCH JOISTS #2. BEAMS AND POSTS #2 STUDS STUD OR BETTER SEISMIC CATEGORY:- REPORT BY: lokq, < G*,4 WINDFORCE:. I Z4 REPORT NO.: SOIL PRESSURE:________ DESIGN LOADS:. ROOF DEAD LOAD FLOOR DEADLOAD WALL DEAD LOAD SLOPED FLAT ROOFING PLYWOOD JOISTS INStiL. & CLG. MISC. TOTAL = 24 Z; . fl!AI FLOORING PLYWOOD JOISTS INSUL.&CLG. MISC. TOTAL FLOOR LI yE LOAD INTERIOR 40 PSF BALCONY 60 PSF (U.O.N.) WALKWAY .100 PSF INTERIOR ' 10PSF EXIERIOR 16 PSF These calculations, are limited only to the items included herein, selédted by the client and do not imply approval of any other portion Of the structure by this office. These calculations are not valid If altered in any way, or not accompanied by a. wet stamp and signature of the Engineer of Record. - 14288 Danielson St. • Suite 200. Poway, CA 92064' (858) 679-8989 • Fax (858) '679-8959 PSI , 94 AND LESS (U.O.N.) #5 AND LARGER .44(1g LS1/ jjJ - . . . . ic. . -. .--.•-... . ••. . ... :— I .I • . cil . ... PARTIAL FLOOR AND LOW ROOF FRAMING PLAN 4C- (OPENING REVISION) 11043! SEE ORIGINAL PLANS AT4C&4AFOR - . ADDITIONAL INFORMATION - PARTIAL-FOUNDATION, PLAN 4C-(OPENING REVISION) I SIMI aatr814 rtr 14 IOKAY PN.4rdO414.I14ZD.1I I r. •CIW1IIJ ltIlJtlIt4tO tA. Watt trJIoran5fl14tNa '0 WAIIbI.ttaflhacbtTt.SfltAItA&11 14. Ra,.m.,Wflat4tL 14441! 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A 111109341074104 n?4044141!1120 04 41044X 114114406, 10111101044100.111411040141011601161141 MW) II *140 4. ,mftol100ttll1400ct *0*4144. 1104am 14140 01 1041103114.40. 1- 610 IO10TOT0014TSSO 1011001 041434111414111 I San' Diego-*- 14288 onie!56n.St. Suite 200.• Poway, CA92064-8S)9 (858) 679898 .•Fô (858) 679-59 LasVegas•-.2350 So..Jone. Suité101:• Las Vegas. NY 8]46 (O2).505-8225.1Fo (O225-58O11•• POST-TENSIONN DESIGN N L .1 M T B, Date May .9; 2011 To: Frontier Concrete, inc. Attn: Mike Williams Re: Magnolia Estates HD Substitutions Dear Mik; - we have reviewed the HTK letter regarding the discontinued hardware for 6e new slabs to be installed for Magnolia Estates Our response is that for any direct substitution of on HD or shear wall product for another our, design is ok as is. if, however, there are any holdowns or shear walls added where none existed before then those conditions need to be reviewed If you. have ay:4üestion please feel free to call. me. Ron Martin PE roo 52 m CAS Post-Tension Design -Elevated and Slab On Grade 261S.Pacific Street • Suite • San Marcos, California 92078 • 7603913260 • Fax 760.591.3239 SlMPSON , - 'St rOn-Ti& 2 - ducts that will he discontinued iã 2010 Simpson Strong-Tie is dedicated to continuously expanding our line of structural connectors with innovative hew products that address the changing needs of our customers. As we Introduce new connectors that improve upon older designs, it becomes necessary to discontinue the old versions in the name of efficiency and product-line simplicity. The table below lists products that ill no longer be included in our Wood Construction Connectors catalog when the 2011 edition is published and the products we recommend in their place. While we will maintain technical information for discontinued products on our website fOr a number of;months;Simpson Strong-Tie asks that our customers begin to substitute the replacement products shpwn below in their designs and inventories. While it IS hard tosay when these products will no longer be available from our distribution partners, we plan to stop manufacturnghem sometime in 2010. For the, most current information on discontinued products visit www.strongtie.com/diEconthiued. If you have 'q'uestiofls•about any of the products shown below, please call (800)999-5099 for assistance. 'I. • • DISCONT ED PRODUCT REPLACEMENT PRODUCT. HTT16 ns tie HTT4 Tension tie HTT22 Tension tie HTT5Tension tte -. .• - • .!.. . '. ITT Hanger ITS Hange lliTHanger 1USHanger -S -.___•.. ITTM Hanger WM Hanger LTHJR/L Hanger THJI1ange MTT8B Tension tie HTT5 Tension tie P1102 H Y. ildofl P1105 Holdown HDLJ4 Holdown ) • PHD6 Holdown PHDB HoldOwn • HDUB Holdown p1 A Mudsill anchor ... MASP Mudsill anchor MASAP Mudsill anchor T8020 Truss brace TB02 27(usbrcé..' VTC2 Valley truss clip . VTCR Valley truss clip CBQ44-SDS2 Column base base CBQ46-SDS2 Column base CBS046-SDS2 Column base CBQ66-SDS2 Column base C6SQ66-SOS2Column base M#bfl 4kk 1 V N . w IS dIII1fLlJ$I PRODUCTS f DISCONTINUED PRODUCT - - - j REPLACEMENT P13ODUCT (C-Zjfl1 Page #) STRAP-TIE HOLDOW STHD8 - LSTHD8 (page 55) I i I STHD8RJ -LSTHDBRJ (page 55) J ) PAHD42 -. LSTHD8 (page 55) STHDID (LS7HOÔRJ similar) similar) w IH PAHD22 unIJIu 55) IIPAHD22 HPA1W221 STHO8 page 90AH622.21) sfinfla HPAH022-2P STHD14 (page 55) J MAS . •.. •.• ,.............. .:.:.. MUDSILLA WCHoRS MASA (page 32) MASP M-ASAP (page 32) n ASP MASH MASAPZ (page 32) DRAG STRUT C.ONNECTORS.* *0 4SDS31NI.. :::::: DSC5L (Page 142) --mom slot ' g C5!SDS3... (0SC4L-Sl)33 similar) (osc5L $D$3SIIRI) .i:: .... H15 (page 174) H16 (page 176) 11 H15 IIH16 W (H15-2 similar) H15-2 • page 176) LATERAL II STRUSS M[IU[ IR . LTA1 LTA2 (page l6O) I ............... TRUSS HANGE (page 137) (page 137) Ti4ASR/1218 THASR/1.418 THASR/L422 THA$R1129 (msnJL2;82simt1ar) . - (page 137) •. . TRUSS SPACERS g TSB I ;:::: ::::: I 17 2 1 81I c3 - Al 'CO H/STNP6 ft4M ?Ls I . 6400! 4x-.. 1 2-2* TRIM—\ A. OR 141122 \ Ici fr4/Pt4PB-6P63 1) . .. ,. 11A .. 9p F131 M13 C - IL/1WD6-SG3 \I2xI2 '1/CP.97 MIN I t::15L 6 1. 4x-' fl/lA je)\fL - ,LkiU-) 2- FER ARC44L T18 ro - I,- uss LJ - - - ib2WfO r.sr - • A '4 oR- '4'Lt.. S) bqib4 4-1 THIS LIME 1L: ck T LtLTJ y1* €S ?IZ (T\ f Acun-D aA 7 OA USE MSfC2 C MM &2LICA bL&rsB2'beI tds THIS LIME i.jL 'lr 4. iLoc*kLi CiA.0 -s.D -H.t 6;014 ;1 /