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HomeMy WebLinkAbout2418 BYRON PL; ; CB080101; Permit01-11-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plumbing Permit Permit No CB080101 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Reference # Project Title 2418BYRONPLCBAD PLUM 2121433000 Lot# Construction Type 0 NEW Status ISSUED Applied 01/11/2008 KG 01/11/2008 SACKIN RES GAS TO 8 5 FT FRPLC BBQ, ELEC TO BBQ.PORT SPA.OUTLETS Entered By Plan Approved Issued Inspect Area Applicant SACKIN TRUST 08-09-05 2418 BYRON PL CARLSBAD CA 92008 Owner SACKIN TRUST 08-09-05 2418 BYRON PL CARLSBAD CA 92008 01/11/2008 Plumbing Issue Fee Fixture or Trap Building Sewer Roof Dram Install/Repair Water Line Water Heater and/or Vent Gas Piping System Vacuum Breaker Other Plumbing Fees Master Drainage Fee Sewer Fee Additional Fees 0 0 0 0 0 1 0 $2000 $000 $000 $000 $0 00 $000 $700 $000 $9900 $000 $000 $000 TOTAL PERMIT FEES $12600 Total Fees $126 00 Total Payments To Date $126 00 Balance Due $000 BUILDING PLANS VL IN STORAGE ATTACHED Inspector FINAL APPROVAL ^ Date .<"~Z7-0 f 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 fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired City of Carlsbad 1635 Faraday Ave , Carlsbad. CA 92008 760-602-2717 / 2718 / 2719 Fax 760-602-8558 Building Permit Application Plan Check No Est. Value Of Plan Ck. Deposit Date JOB ADDRESS ^^ g p[tf CT.'PROJECT * 1 LOT « \C£, PHASE ## OF UMTS » BEDROOMS SUITE#/SPACE#/UN' (* BATHROOMS T# TENAMT BUSINESS NAN4E APN CONSTR TYPE 1 OCC GROUP SCRIPTION OF WORK ,_ " A . " " " /"! " / f /? gvv^ eJec^crtX y g^uff qJl&W<? <a.n <3/2. Ki^Ly a&£-b'Jrm Qr&-*i~ v0H~h«4 *Hr4.pldc--e- jf^£/. flOCJ&hl£ S/P<3 . (OofkrS EXISTING USE "" PROPOSED USE GARAGFJ(SF) I* CONTACT NAME (If Different Fom Applicant) ADDRESS CITY STATE ZIP PHONE IFAX EMAIL PROPERTY OWNER NAME 'v-^s. f 0 1 ADDRESS _ /) i CITY ' STATE ZIP PHONE |FAX EMAIL ARCH/DESIGNER NAME fi ADDRESS STATE LIC # PATIOS (SF) DECKS (SF)V FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YES D # NO D YES D NO D YES D NO D APPLICANT NAME K ^ { (•-) f ADDRESS . rn /J | CITY x~\ f f /I STATE Z\P f*\ .** Cctri^ioaJ. CA 9- 2&0S PHONE - n An IFAX760-43^-O>995i ^^v^-^ EMAIL /. , t | , ^j CONTRACTOR BUS NAME £^^ ^^ ^^ ^UffU5 ^ ADDRESS /I I , C/ / •5~ ftyt- \pJ\ t\<y(w-t(( •~±[~r<?€—C CITY . STATE- . ZIPQ ^ y OC ^t^r S> /<2_ ^* 9 20 6 6 PHONE ^ - . ; FAX 7^0 ~74&&706 EMAIL STATE LIC # A A A ^y f r^> CLASS CITY BUS LIC # (Sec 7031S Business and Professions Code Any City or County which requires a permit to construct alter, improve demolish or repair any structure prior to us issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law {Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 70315 by any applicant for a permit sublets the applicant to a civil penalty of not more than five hundred dollars {$500}) Workers'Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations n I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued LTI I have and will maintain workers' compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My workers compensation insurance earner and policy number are Insurance Co _ Policy No Expiration Date Thi? section need not be completed if the permit is for one hundred dollars ($100) or less C] Certificate of Exemption I certify that m the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100.000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees JS$ CONTRACTOR SIGNATURE DATE / hereny affirm ftel / am exempt from Contractor s (./cense Law for fhe following reason iJK" I as owner of the property or my employees wth wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided thai such improvements are not intended or offered for sa'e If however the building or improvement is sold wthin one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) 3f I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owne- of property who builds 0' improves Ihereon and contracts for such projects with contractors) licensed pursuant to the Contactors License Law) D I am exempt under Section Business and Professions Code for this reason 1 I personal1/ plan to Drovdo the ma;or labor and materials for construction of the proposed oroperty improvement l~l Yes n No 2 Ijftvive).' have not) signed an application for a birlding permit for the proposed work 3 I nave contracted with the following person (firm) to provide the proposed construction (include name address / phone /contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include namo / address / phone / contractors license number) 5 I will provide snno of (he work hut 1 hRve ceiMracton1 (hired) Uio followmri persons to provide the work indicated (ncHide name / address / phone / type of work) V£$VROPERTY OWNER SIGNATURE DATE 1/7 " ™^ - • Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the I Presley Tanner Hazardous Substance Account AcP n Yes G No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' n Yes n No Is the facility to be constructed within 1 000 feet of the outer boundary of a school site7 Cl Yes O No IF ANY OF THE ANSWERS ARE YES, / EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lender s Name Lender s Address I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction j Hiereby authorize representative of the City of Carlsbad to enter upon the abwe mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT | OSHA An OSHA permit is required for excavations over 5 0 deep and demolition or construction of structures over 3 stones in height EXPIRATION Every permit issuedJiythoBiiildro Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such jjermit or if the buiwraigwrodcauthorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) ^APPLICANT'S SIGNATURE City of Carlsbad Bldg Inspection Request For 05/23/2008 Permit# CB080101 Title SACKIN RES GAS TO 8 5 FT FRPLC Description BBQ, ELEC TO BBQ.PORT SPA,OUTLETS Inspector Assignment RB 2418 BYRON PL Lot Type PLUM Sub Type Job Address Suite Location APPLICANT SACKIN TRUST 08-09-05 Owner SACKIN TRUST 08-09-05 Remarks AM Phone 7608059884 Inspect Total Time CD Description 29 Final Plumbing 39^ Final Electrical Act Comment Comments/Notices/Holds Requesteo By DAN Entered By JANEAN Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments 03/13/2008 23 Gas/Test/Repairs AP RB 03/13/2008 31 Underground/Conduit-Wiring AP RB CONDUIT ONLY PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB D / ADDRESS •( ?< DATE - Pi RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR « $10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE!-;I - ENGINEER DATE Docs/Mlsforms/Plannmg Engineering Approvals E>,-,,-, PHASE II ENGINEERING, INC [;".. j G5O E PARKRIDGE AVE , SUITE CORONA, CA 92879 www phase2enq com 10 DETAIL NO. 57G STRUCTURAL CALCULATIONS FOR 7'-0" High Pre-manufactured FVeplace Detail Seismic Factor = O. I 9 I 2 Basic Wind Speed = 65 mph Concrete fc' = 2500psi (Design Strength) Reinforcing fy = 4O,OOOpsi (Grade 40 or as noted) Page 1 of 8 R Phase II Engineering, Inc 1 650 East Parkridge Ave , Suite 110 '. Corona, CA 92879 _ (951)734-0978 (951)848-0739 - email mfo@phase2eng com DATE JOB NAME JOB NUMBER 4/17/2008 SACKIN 08-056 Fireplace Loading: Wall (stucco) Chimney: Depth Width Height Wall Load (# / ft) Cap Load Chimney Load (#) Fireplace: Depth Width Height Prefab Wall Load (# / ft) Cap Load Load (#) Total Fireplace Load (#) Total Height (ft) Height / Depth 12 5 psf 2ft 3ft 325 ft 40 625 plf 75 # 481 25 # 225ft 6ft 375ft 150 # 46 875 plf 65 625 # 989 0625 # 1470 3125 # 7 31111111 24 in 36 in 39 in (Wall (stucco) X Height) (Wall (stucco) X Depth x Width) (Wall Load X 2 X (Width + Depth)) + Cap Load 27 in 72 in 45 in (Wall (stucco) X Height) (Wall (stucco) X 5ft X (2xDepth + Width)) (Wall Load X 2 X (Width + Depth)) + Cap Load + Prefab Page 2 of 8 p — N Phase II Engineering, Inc I— J-X : 650 East Parkndge Ave , Suite 110 ' , : Corona, CA 92879 ' (9fi1) 734-00,78 (951)848-0739 email mfo@phase2eng com DATE JOB NAME JOB NUMBER 4/17/2008 SACKIN 08-056 Seismic* Occupancy Category I (Importance Factor) S, S, Soil Profile Type F, Sn, - C2/3) X Fv X S, Seismic design category Seismic -force-resisting system R Design Base Shear Seismic Factor II 10 1 164 0441 Site Class D 1 035 1 559 0 80316 0 458346 D Other steel chimneys 3 SasXI/R or SD1XI/R 026772 or 015 0 27 Governs Design Base Shear /1 4 01912286 ASCE table 1604 5 Table 11 5-1 map map Table 11 4-1 Table 11 4-2 CBC Table 1613 5 3(1) Table 1613 5 3(2) Table 11 6-1 or 11 6-2 Table 15 4-2 Page 3 of 8 p 1 Phase II Engineering, Inc "! 650 East Parkndge Ave , Suite 110 Corona, CA 92879 (951)734-r>Q7R (951)848-0739 , email info@phase2eng com DATE JOB NAME JOB NUMBER 4/17/2008 SACKIN 08-056 Wind: Design Wind Loads on Other Structures F= qzGC,Af(lb) Kz I qz (velocity pressure) G (gust effect factor) Rigid Structure h/D Cf (net force coefficient) F = qzGCfAf(lb) = AfX10lb/n2 057 1 09 85 1 = 0 00256KzKztKdV2l 085 = 31111111 = 1 3351852 3225 = 149375 = [347.28444 ]# 149 375 # V2 ASCE Table 6-3 Table 6-4 7225 Table 6-1 9 48845 ASCE Section 6566 Section 6572 Section 6544 Section 655 Section 6563 Section 658 ASCE/SEI 7-05 Governs Governs Figures 6-21 Page 4 of 8 p.Phase II Engineering, Inc 650 East Parkndge Ave , Suite 110 Corona, CA 92879 (951)734-0978 (951)848-0739 email mfo@phase2eng com DATE JOB NAME JOB NUMBER 4/17/2008 SACKIN 08-056 Laternal Analysis A-B Direction: Seismic- Total Height Half Height # Walls Exterior Stucco Constant 7 ft 3 5 ft 2 12 5 psf Chimney Cap = 75 # Fireplace Cap = 65 625 # Exterior Wall = Half Height X Width X # Walls X Exterior Stucco Constant Exterior Wall = 262 5 # Total A.B Load = 403125* Seismic Load = Total Load X Seismic Factor Seismic Load = 77089018* Wind: A, A-B (ft') F= qzGCfAf(lb) Line 1& 2. 3225ft" A I - B ---- C \ -\ 72- = 347.28444 #Governs Load = 34728444* Wall Shear (#/ft) = Load/2 X Depth =86821111 < 125 Uplift = Load X Half Height - Total Fireplace Load X Chimney Width/2 Uplift = -9899732* No Uplift Use 1/4" Hardibacker w/ #8 screws by 1" long x 0 323" HD ribbed beglehead screws @ 6" OC EN & 6" OC FN Page 5 of 8 p.Phase II Engineering, Inc 650 East Parkridge Ave , Suite 110 Corona, CA 92879 (951)848-0739 email mfo@phase2eng com DATE JOB NAME JOB NUMBER 4/17/2008 SACKIN 08-056 Laternal Analysis C-D Direction: Seismic* Total Height Half Height # Walls Exterior Stucco Constant 7ft 35 ft 2 125 psf Chimney Cap = 75 # Fireplace Cap = 65 625 # Exterior Wall = Half Height X Depth X # Walls X Exterior Stucco Constant Exterior Wall = 175 # Total C-D Load = 315625* Seismic Load = Total Load X Seismic Factor Seismic Load = 60 356518 # Wind A, C-D (ft2) F= qzGCfAf(lb) Line A 14 9375 = 16085462 Governs V I cvro s /^ "i LLJ_L..L.U_. i X. 1 | p >^ LL LL; !_L ! i Pn LT> > ">\ = ^~ s s. hi N i i _J >^ x HEARTH E 'OTHERS Load = 160 85462 # Wall Shear (#/ft) = Load/2 X Width = 26809103 < 125 Uplift = Load X Half Height - Total Fireplace Load X Chimney Depth/2 Uplift = -9073213* No Uplift Use 1/4" Hardibacker w/ #8 screws by 1" long x 0.323" HD ribbed beglehead screws @ 6" OC EN & 6" OC FN Line B Load = 160 85462 # 1/2 Load = 80427308 Wall Shear (#/ ft) = Load/2 X Width = 117 < 125 See Perforated Shear Wall Sheet Uplift = Load X Half Height - Total Fireplace Load X Chimney Depth/2 Uplift = -1420045* No Uplift Use 1/4" Hardibacker w/ #8 screws by 1" long x 0.323" HD ribbed beglehead screws @ 6" OC EN & 6" OC FN Page 6 of 8 p Phase II Engineering, Inc 650 East Parkridge Ave , Suite 110 Corona, CA 92879 (951)734-0978 Fax (951)848-0739 email mfo@phase2eng com DATE 4/17/2008 JOB NAME SACKIN JOB NUMBER 08-056 PERFORATED SHEAR WALL B a = 1 50 ft b = 3 00 ft c = 1 50 ft d= 017ft e = 2 58 ft f= 100ft Wall Height H = 3 75 ft Wall Length L = 6 00 ft Total Lateral Load V = 80 Ibs No of Plywd Faces = 1 (1 or 2) Lateral Load per Face = 80 Ibs FREE BODY INDIVIDUAL PANELS. Assume Inflection Point at Middle of Opening -6 Ib 46 Ib 46 Ib 31 Ib 31 Ib 46 Ib Panel Shear = (125) plf Max Shear = Header Strap = Sill Strap = 117 plf 46 Ibs 176 Ibs 40lb 65 Ib 35 Ib 40 Ib 176lb 20 Ib 20 Ib -136lb 176lb 176lb 50 Ib USE-Shear Wall Type: Hardibacker Header Strap: Simpson CS22 strap Sill Strap- Simpson CS22 strap Page 7 of 8 31 Ib 46 Ib 176lb 20 Ib gf 775# gf775# -6lb \© 40 Ib ' 40 Ib (27} 40 Ib i Ib >j HU IU (27) ~ 40 Ib ' 40 Ib (5) -136lb 50 Ib .R Phase II Engineering, Inc 650 East Parkndge Ave , Suite 110 Corona, CA 92879 (951) 734-0978 (951)848-0739 email mfo@phase2eng com DATE JOB NAME JOB NUMBER 4/17/2008 SACKIN 08-056 PAD FTG: Stucco P = Total Fireplace Load P masonry Mm Concrete Footing Af = (P+P masonry)/1000 (ft2) 14703125* 3941 6667 # 26 277778 ft2 54119792 <26 2778 ft2 Use (E) 18" Masonry wall & (E) 24" wide x 12" Deept continous Footing under Fireplace Page 8 of 8 V) LU oo co o ^ CM co m< m O o coi- 00 ^ ™ <mO co m