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Home My WebLink About2702 LA GRAN VIA; ; CB890050; Permit2 r 0 I hereby affirm that I am licensed under C) provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in L full force and effect. 0r I hereby affirm that I am exempt from the Contrac- tors License Law for the following reason (Sec 7031.5 Business and Professions Code: Any city or county whicti re- quires a permit to construct, alter, inrprove, demolish, or repair any structure, prior to its issuance also requires the ap- plicant for such permit to tile a signed statement that he is licensed pursuant to the provisions at the Contractors License Law (Chapter 9 commencing with Section 7000 at Division 3 at the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemption. Any violation at Section 7031.5 by an applicant for a permit sub- jects the applicant to a civil penalty at not more than live hun- dred dollars ($500). Ii I, as owner at the property, army employees with wages as their sole compensation, will do the work, and the struc- ture is not intended or offered for sale (Soc. 7044, Business and Professions Code- The Contractor's License Law does not apply to an owner at property who builds or improves thereon and who does such work himself or through his awn employees, provided that such improvements are not intend- ed or altered for sale. It, however, the building or improve- ment is sold within one year at completion, the owner-builder will have the burden of proving that he did not build or im- prove for the purpose at sale) I ] I, as owner at 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 owner 01 property who builds or im- proves thereon, and who contracts for each projects with a contractor(n) license pursuant to the Contractor's License Law). IT As a homeowner lam improving my home, and the follow- ing conditions exist: - The work is being performed prior to sale. 2 I have lived in my home for twelve months prior to completion at this work. 3 I have not claimed this exemption during the last three years. 0 lam exempt under Sec ___________________ - B A P.C. to, this reason 0 -J S w Z 0 USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 - JOB ADDRESS . . AV, ST,RD, THOMAS BROS NO, OAT OF AP PL BUSINESS LICENSE # FZONEV~ ATION Ili PB 2468 120 5 LOT BLOCK 1 suB01v15ON AZ7 PARCEL NO. CONTRA OR JAIL j,Q-_4-? OWNER'S PHONE __________ CONTRACTORS PH ON N 9112 ()WNE P'S NAME JL1,J77,L92/AJE Oi,rJ 94"4-/ZZ - /15 / U) :g/azais TATE LICENSE NO. O94/7& BUILDING SO. FOOTAGE OWNE P'S MAIL 'NO ADDRESS 7o2 MJ DESIGNER DESIGNER'S PHONE 5746 03/29/89 0001 01 02 1dPmt 4270 Not Valid Unless Machine Certified - DESCRIPTON OF WORK 6/? )'/2. DESIGNER'S ADDRESS STATE LICENSE NO. F/P FLR —H ELEV.! '0 NO I NO STORIES i OCCGP j EDU I CENSUS TRACT PARKING SPACE RES UNITS GRADING PERMIT ISSUED P 0 N 0 I REDEVELOPMENT AREA YO NO J TYPE I CONST 0CC LOAD I FIRE SPR vD NO QTY. PLUMBING PERMIT - ISSUE 750 OTY. MECHANICAL PERMIT - ISSUE 75 SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP , INSTALL FURN DUCTS UP TO 100,000 BTU - BUILDING PERMIT 001-810-00-00-8220 Clip EACH BUILDING SEWER - OVER 100,000 BTU SIGN PERMIT 001-810-00-00-8221 EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 001-810-00-00-8891 - EACH GAS SYSTEM 1 TO 4 OUTLETS - BOILER/COMPRESSOR 3.15 HP - TOTAL PLUMBING 001-810-00-00-8222 EACH GAS SYSTEM 5 OR MORE - METAL FIREPLACE - ELECTRICAL 001-810-00-00-8223 / EACH INSTAL.. ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT MECHANICAL 001-810-00-00-8224 EACH VACUUM BREAKER - MECH EXHAUST HOODJDUCTS MOBILEHOME 001-810-00-00-8225 WATER SOFTNER - RELOCATION OF EA FURNACE/HEATER SOLAR 001-810-00-00-8226 EACH'ROOF DRAIN INSIDE) - . - - DRYER VENT - STRONG MOTION 880-519-92-33 - . - TOTAL MECHANICAL I I - FIRE SPRINKLERS 001-810-00-00-8227 TOTAL PLUMBING I PUBLIC FACILITIES FEE 320-810-00-00-8740 CITY. ELECTRICAL PERMIT - ISSUE 5I7 QTY. MOBILE HOME SETUP BRIDGE FEE 360-810-00-00-8740 PARK-IN-LIEU (AREA I NEW CONST EA AMP'SWI 8K CAR PORT - TIF 312-810-00-00-8835 1 PH 3 PH . - AWNING - LA COSTA TIF 311-810-00-00-8835 - EXIST BLDG EA AMP/SWTBKR GARAGE FMF 1 PH 3 PH - - LICENSE TAX 001-810-00-00-8162 REMODEL -ALTER PER CIRCUIT - MFF 880-519-92-57 TEMP POLE 200 AMPS - - . . -- •' - - - OVER 200 AMPS - - TEMP OCCUPANCY (30 DAYS) - - CREDIT DEPOSIT <J4 0 • TOTAL ELECTRICAL /c V' - IOTA) TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED APPLICATION AND PERMIT AND DO HEREBY J Expiration. Enerypermitiuseed frythe8urldingOlticialurruder the prouisorrsof this Code shall expire by lImitation and become null and uoiilr' It the building or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by Such permit is not commenced within 100 days Irorri the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or if the building or work authorized by svch permit is suspended or ISSUED: TO COMPLY WITH ALL CITY. COUN1 Y AND STATE LAWS GOVERNING BUILDING CON- (abandoned at any time after the work is commenced for a Re pod ot 180 days STRUCTION WHETHER SPECIFIED HEREIN DR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND CONTRACTOR EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT BY PHONE H * AN NA PE:T IS REQUIRED FOR E.XCAVATNS OVER 5 0" DEEP AND DEMOLITION OR CONSTRUCTION OF STRUCTURES OVER) STORIES IN HEIGHT APP DATE ttfr7 0 I hereby affirm that I have a certificate of consent to sell-insure. or a certificate 01 Workers' Compensation in- surance, or certitied copy thereat (Sec. 3800. Labor Code) POLICY NO, COMPANY H Copy is tiled with the city 0 Certified copy is hereby furnished O CERTIFICATE OF EXEMPTION FROM C) WORKERS' COMPENSATION INSURANCE U) (This section need not be completed it the permit is for one hundred dollars 101001 or less) Lu Ic LI I certify that in the performance 01 the work for which cc this permit is issued, I shall not employ any person in any 0 manner no asIa become subject lathe Workers' Compen- sation Laws 01 California. NOTICE TO APPLICANT: It. alter making this Certificate 01 Exemption. you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. LI I hereby affirm that there is a construction lending agency tar the pertarrrrance 01 the work for which this per-LU 01 mit is issued Sec. 3097. Civil Code) zI WI Lender's Name - —II Lender's Address_________________________________ V TYPE DATE INSPECTOR BUILDING ItS. Ifl fl S • a. I il rVUNL)A I IUIN - FIELD INSPECTION RECORD REINFORCED STEEL EOUIRED SPECIAL INSPECTIONS MASONRY INSPECTION REQ. IF CHECKED INSPECTORS APPROVAL DATE GUNITE OR GROUT SUB FRAME LI FLOOR LI CEILING SOILS COMPLIANCE PRIOR TO FOUNDATION INSP SHEATHING El ROOF 0 SHE FRAME EXTERIOR LATH HIGH STRENGTH STRUCTURAL CONCRETE OVER 2000 PSI INSULATION PRESTRESSED CONCRETE INTERIOR LATH & DRYWALL 7/fl POST TENSIONED CONCRETE PLUMBING FIELD WELDING LI SEWER AND BL/CO LI PL/CO BOLTS UNDERGROUND p'VASTE 0 .tATER . SPECIAL MASONRY TOP OUT 4ASTE "ATER TUB AND SHOWER PAN -112; _ GAS TEST PILES CAISSONS INSPECTORS NOTES ?,err./ QN iWi74Ut19 '- LI WATER HEATER LI SOLAR WATER ELECTRICAL LI ELECTRIC UNDERGROUND DUFFER ROUGH ELECTRIC - LI ELECTRIC SERVICE 0 TEMPORARY - LI BONDING LI POOL MECHANICAL LI DUCT & PLEM., LI REF. PIPING -* HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTiON WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB890050 FOR 12/04/89 INSPECTOR AREA TP DESCRIPTION: ADD 2 BDRNS 612 SF PLANCK# CB890050 0CC GRP TYPE: RAD CONSTR. TYPE NEW JOB ADDRESS: 2702 LA GRAN VIA STR: FL: STE: APPLICANT: O'CONNEL, JERRY PHONE: 457-1199 CONTRACTOR: J N L CORPORATION PHONE: OWNER: O'CONNELL, JERRY & KATHERINE PHONE: 619-944-18 REMARKS: T1/MH/JIM/942-9447 INSPECTOR / SPECIAL INSTRUCTIONS: TOTAL TIME: CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 112089 Final Combo CO TP 092889 Interior Lath/Drywall AP PD 092889 Shower Pan/Roman Tubs AP Pb 092189 Shower Pan/Roman Tubs AP TP N/A ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14,68 DATE: 3e... , i8 JURISDICTION: PLAN CHECK NO: 8C (-V SET: PROJECT ADDRESS: 70 crr L/,(/, PROJECT NAME:__________________________________ re.c.L APPLICANT lVir~ION Ptftll-CflECKER FILE COPY UPS DESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. fl The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: .Jrry c2 70 Lcc. /At Cis bi -2"-' Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the pin- heck has been completed. Person contacted:_____________________ Date contacted: 1kTe14Dh REMARKS: I' By:___ Enloures: ESGIL CORPORATION I(- V GA El AA 0 VW 0 D Date s Jurisdiction CrI,a,t Prepared bys Bldg. Dept. VALUATION AND PLAN CHECK FEE Esgil PLAN CHECK NO, e,:7-5e:' y BUILDING ADDRESS -- 72 La- Grai APPLICANT/CONTACT J z'Cnel/ PHONE 140. BUILDING OCCUPANCY DESIGNER PHONE_ TYPE OF CONSTRUCTION -- CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE EaiI -L /icn r- - 7 - 47.7-519, Air Conditionine Commercial - Residential Res. or Comm. Fire Sprinklers Total Value Building Permit Fee Plan Check Fee $ 72,S9lLc,. $ 90.7'j COM M(NTS- SHEET I OF/ -. 12/87 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 41cr-e 'q JURISDICTION: PLAN CHECK NO: -5Q SET: ]IT-- PROJECT ADDRESS: Lc, Grrurt V1tc PROJECT NAME: CCre.IJ 4L+i,v APPLICANT FILE COPY UPS DESIGNER tZ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. fl The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. 9 Esgil staff did advise applicant that the plan check has been completed. Person contacted:_____________________ Date contacted: Telephone # REMARKS: i1 ,C/Aas he, re-vs sed 1-r By: irfJi4.-.-. Enclosures:_______________________ ESGIL CORPORATION 3 / 7- ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: - /7, /q-& 4JPPLICANT ON JURISDICTION: DFILE COPY PLAN CHECK NO: PICI 5 0 SET: fl CUPS DDESIGNER PROJECT ADDRESS: L -- PROJECT NAME: Q'n n att Add E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. -. E The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies D identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Z1 The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Or II L ri L'Y 9 Esgil staff did not advise the applicant contact person that ' plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted:______________________ Date contacted: Telephone * REMARKS: By: ca, rT(%//e1' Enclosures: ESGIL CORPORATION I T he fc.t- /pia Icw) D c r - e +iv1 S - cei,,a 1OIS/5/Z. • w wp c tve Y4 I-4 i e • - Lj1 sa LLL' 7Z7e s/ To facilitate rechecking, please Identity, next to each e4pe1- Item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plan checker 3/10/-'? Date i& plan check completed 3/t7/- By 3URISDICT1ON:r/Sh Da RDiECT ADDRESS: L- 0: Jerry PLAN CORRECTION SHEET 'lanr Check No. 23,?— 5'0 FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the Jurisdiction, to: /.2.,//5/87 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE; NLAUanj . UAPPLICANT , ION JURISDICTION: CITY OF CARLSBAD DNC1CKER 0 FILE COPY PLAN CHECK NO: SET: .r []DESIGNER PROJECT ADDRESS: 27c La.. (rrz,t Via.. PROJECT NAME: The plans transmitted herewith have been 6orrected where 0 necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply D with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Zrerry OCarr€.I c27O. Grr V1& Crkbcc'( f,00 U Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has U been completed. Person contacted: Date contacted: Telephone #________________ REMARKS: BY: ENCL:________________ ESGIL CORPORATION i Iii.. JURISDIcrI: CITY OF CARlSBAD TO: QCvie(I PROJECT ADORES: 47c L—'z- 6 raq (./i&. FLOOR AREA: - 4 FOREWM FdKAD (II) Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) The above regulations apply to residential construction, regardless of the code editions adopted y.or4inance. ,The circled items listed 'need c1arifiction,' modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state.eunty or city, law. To smeed up the recheck process, note on this list (or a copy) where each correction item has been addressed i.e., plan sheet, specification. etc. Be sure to enclose the marked up list when you submit the revised plans. / PLAN (auI( r CITY OF CARLSBAD SIN= FAMILY AND DUPL19K DWELLINGS Date plans received by jurisdiction: ,/, zI Date plans received by Esgil Corporation: Date initial plan check completed: I /2. B Ic- By: k4 (fke Applicant contact person: ..JT OCortr,eiI Telephone: V7-/1 ROTE: PAGE 10W= ARE NUT IN sJalkZ AS PAGES HAVING NG rnM NDIG aacKI(IS W List No, 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. '. Please make all corrections on the original / tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. j. Indicate on the Title Sheet of the plans, the / name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. L/. All sheets of plans must be signed by the / person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be / signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). j. Specify on the Title Sheet of the plans the / gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(c). 7. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. 8J. Submit fully dimensioned plot plan drawn to / scale showing location, size, and use of all 1 existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(c). Indicate distance from property lines to ( proposed building. Section 302(c). l. Show on the title sheet all structures, pools, f walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." 1/. Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. FIRE PROTECTION Lj. Walls closer than 3 feet to property lines shall be one-hour rated construction, have no ( openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on -any floor. (Table 5-A, Section. 1709 (a)). ](3. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear - property lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. l. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. () Show location of permanently wired smoke detector, centrally located in corridor or area giving access tosleeping rooms or above stair if, sleeping rJoms are on upper level. Section 1210. 1k IW.LA) 1(7. A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. 18. When the valuation of a room addition exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. 12/16/87 2 ROM SIZES L1(, VEXEUJflON MW ..AZING L. Habitable rooms, other than kitchens, shall ( contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). 24. Openable window area in habitable rooms must be ( 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). 24. At least 1/2 of the common wall must be open ( and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in ooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). 2$. No habitable room, other than a kitchen, shall / be less than i'o" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 716. Section 1207 (a) C1'ec1- +- bov.cf ra.jj- x(' -f '7. Show ceiling height for laundry rooms, / hallways, corridors, and bathrooms is a minimum of 7,0". Section 1207 (a). Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). I_1 D Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. ?6. Glazing, in the same wall plane as a door, / must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tib or shower floor). Section 5406 (d) 5. ru5f c..rnP(1 Sleeping rooms shall have a window or exteribr' door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. EXITS, SIAIRWAYS, AND RAILINGS 5. Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section 3303 (a). Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). 47. Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 611. Section 1711. 3. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. o. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in " Becirc,r 2e_ce - 32 rv\v-iyci 3(. (4. 12/16/87 3 3 j. Provide stairway and landing details. Section $. Spiral stairways may not be used for required exits when the area served is greater than 600 3306 (b) & (c). sq. ft. Section 3306 (f). a. Maximum rise is 7" and minimum run is 11". 1 When the stairs serves less than 10 £46. Provide I.C.B.0. Research Report and number occupants, or serves an unoccupied roof, I for metal stairway, or submit plans and rise may be 8" maximum and run 9" minimum. " calculations and approved fabricator registered with the building department or b. Minimum headroom is 6'611 . note that the stairway fabrication plans shall be submitted to and approved by the building C. Minimum width is 36". official prior to installation. 4f. All handrails per Section 3306 (j), shall 47. J In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all following: satisfy the openings in the exterior wall below or within Provide handrail for stairways with 4 or . 10 feet horizontally of an exterior stairway. more risers. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Handrail shall be 30" to 34" above the nosing of treads. 8. i Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior C. The handgrip portion of handrail shall be stair shall be protected by self-closing fire not less than 1 1/4" nor more than 2" in assemblies having a three-fourths-hour fire cross-sectional dimension, protection rating when the stair serves a floor level having openings in two or more 4p.. Every stairway landing shall have a dimension, floors below it. An exit balcony with two ( measured in the direction of travel, at least separated stairways is exempt. equal to the stairway width. Such dimension Section 3306 (1). need not exceed 36 inches. Section 3306 (g), - 3304 (i). Z4. Exterior stairways shall not project into the 3 foot setback from the property lines. 4. A door may open inward at the top step of a Section 3306 (n). stairway provided the top step is not more than ( 7 1/2" lower than the floor level. Section 0. The walls and soffits of the enclosed usable 3304 (h)* f space under interior stairs shall be protected on the enclosed side as required for one-hour 4, Provide details of winding stairway complying fire-resistive construction. Section 3306 with Section 3306 (d): (m). a. Minimum tread is 6 inches at any point and () Within units, show that corridors have a minimum 9 inches at a point 12 inches from minimum width of 36 inches. Section 3305 (b). where the treads are narrowest. ROOFING b. Maximum rise is 8 inches. c. Minimum width is 36 inches. 44. Provide spiral stairway details, per Section 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Specify roof slope. 5. Roof slope is not adequate for roof type I specified. Table 32-B; Section 3203 (h). 5,i. Specify roof material and application. Chapter 32. 55 Specify I.C.B.0. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. 44 /ø(. 12/16/87 4 5. The maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. sf. The minimum slope for a fire retardant built- / up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. Specify minimum 1/4 inch per foot roof slope J for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. 54. Show roof drains and overflows. Section 3207. 60 Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. 62. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). MASONRY 6. Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints. E. Show height and construction details of all masonry walls. Chapter 24. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). '9. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE MW CARPORTS 7f. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 7k. All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) 7(2. Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). 713. Garages are not permitted to open into a room I used for sleeping purposes. Section 1104. 4i. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. 5. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 1/2 to 1 for height-to-width . Table 25-I. 7. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). 7(7. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). FOUNDATION Kuix24FTS () Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c).S.ee.*t i&'l 79. The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: 12/16/87 5 so. Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). The soils report recommendations excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, formings and reinforcements comply with the soils report and approved plan." s4. Show height of all foundation walls. Chapter J 23. 8. Show height of retained earth on all foundation 4- walls. Chapter 23. If cut or fill slopes exist, show distance of / foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. 8J. Note on plans that wood shall be 6" minimum I above finish grade. Section 2907 (a). §7. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. On graded sites, the top of any exterior foundation shall extend above the Street gutter at point of discharge or the inlet to a drainage device a minimum of 12" plus 2 percent. Section 2905 (f), 2907 (d) 5. 8. Dimension foundation per U.B.C. Table 29A: Floors Footing Supported* Stemwall Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8" Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 89 Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 94. Show foundation bolt size and spacing. I Section 2907 (f). &. Specify size, I.C.B.0. number and manufacturer / of power driven pins. Show edge and end distances and spacing. - Section 302 (c). 9j. If required by structural calculations, show f size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). 9)4. If hold downs are required by calculations, I note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing walls f and shear walls. Section 2907 (b). 9 . Show on the plans stepped footings for slopes L steeper than 1:10. Section 2907 (c). Show minimum 18" clearance from grade to / bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into I undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". ( Section 2516 (c). 91. Show minimum underfloor ventilation equal to 1 j sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. Specify that posts embedded in concrete shall j be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. (j) Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. 10/. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (a) 6. 12/16/87 6 Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. io4. Show double joists. Floor joists shall be I doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 1(15. Bearing partitions, perpendicular to joists, / shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. Lç/6. Show rafter ties. Rafter ties shall be spaced / not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 1Q'7. Show rafter purlin braces to be not less than f 45 degrees to the horizontal. Section 2517 (h) 5. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). (L Show double top plate with minimum 48" lap - splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. U1. Show or note fire stops at the following locations per Section 2516 (f): In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; at all interconnections between concealed vertical and horizontal spaces such as occur at soff its, drop ceilings and cove ceilings; C. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing. Maximum allowable / stud heights: Bearing wall: 2 x4 and 2 x 6 max. 101 ; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 20'. Table 25-R-3. Studs supporting two floors, a roof and ( ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. Note on A.I.T.C. Certificate of Compliance for / glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). l. Detail all post-to-beam and post-to-footing / connections and reference the detail to the plan. Section 2516 (m). 1l. Detail shear transfer connections, including / roof and floor diaphragms, to shear walls. Section 2513. J7. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, .3, K and Section 4713 (d)]. 118. Show 3" x 4" or 2" x 6" studs in first story I of three story building. Table 25-R-3. 1j9. Provide truss details and truss calculations 1 for this project. Specify truss identification numbers on the plans. (s). Provide roof framing plan and floor framing plan. Section 302 (c). 4e 6e(o- 6) Provide framing sections through d1t 4-,'€, Section 302 (c). 1j2. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 1j3. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). 4z. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). izo. Pf€z.i £* no celh'Hg jaisIc S 'dn'"n. is 1c cker 12/16/87 7 l2. Show on the plans all structural requirements /developed in the structural calculations. Section 302 (c). (See comments below or at end.) 12k. Columns and posts located on concrete or / masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 1(7. Individual concrete or masonry piers shall ( project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 12 . Show location of attic access with minimum size 22" x 30". Section 3205. i4 cj. t.rc Show draft separation for attic areas between units in a duplex. Section 2516 (f). 6 ). Specify plywood grade and panel identification index. Table 25-N. i4. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 1. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. 1j3. Cripple wall studs exceeding 4 feet in height '- shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (i). Show a weep screed at the foundation plate line / on all exterior stud walls to be stuccoed. Section 4706 (e). 14"6. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. 144. Ridges, hips, and valleys shall be at least one ( size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge §upport. Section 2501 (b). re i45eøL- KEcAN1C&L (UNIFORM MECHANICAL cXDE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 139 Show the size, location and type of all f —" heating and cooling appliances or systems. i4. Show source of combustion air to furnace, per Chapter 6, UMC. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. 1JBC, Sec. 1211. 142. Show minimum 30" deep unobstructed working I space in front of furnace. Section 505, UMC. 1L3. Note on plans, "clearances to be per manufacturer's listing." Section 504, UMC. (). Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 7Q4 UMC. 145. Show I.C.B.0. approval number for prefab fireplace. iz4. Show access to the attic or underfloor furnace ( to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 14. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. J. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic f furnace. Section 708 UMC. i4. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 15J). Note on plan: Gas vents and non-combustible t piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. 14. Provide dryer vent to outside. UMC, Section 1903. 12 /16/87 8 ELECTRICAL (NflONAL ELWWCAL (XE All wiring shall comply with the National Electrical Code. 1&. Show on the plan the amperage of the electrical ( service, the location of the service panel and the location of any sub-panels. Show location of all electrical receptacles. 44. Electrical receptacle locations and/or spacing is not adequate in_____________________________ Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 156 Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. 15k. Note electrical system ground to be provided I per NEC, Art. 250-81. PLINBIW (UNIF0I1 PLUMBING aDE 15 I . Show water heater size, type and location on plans. UPC, Section 1301. 19. Show source for providing combustion air to ( fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. 11. Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. 42. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). Note on the plan that hose bibbs and lawn sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & (i). 64 Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). 1. Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. 146. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. 47. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. 14. Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. 4. The new regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. i4. Section 1403(a)1, Title 24, states that Form CF-1R shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. 7/29/88 9 17L All energy items shown on the plans must be in / agreement with the information shown on the ' properly completed Form CF-1R. (j) Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 113. Show the make, model and efficiency of the I space heating (or cooling) system and provide heat loss calculations if the output exceeds 145,000 BTU/Hr. 1714. For room additions, show that the glazing area f of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. () See additional corrections below or at end. CARLSBAD S.F.D. & DUPLEX JPPLT 1)6. Energy conservation design should be for Zone 7 . See attached energy packages. 117. Floor drains must have auto-prime (city policy). 8 Note exhaust fans cannot be ductless type (city policy). 174. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 18. Note "two 3/14" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). 18k.. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). 1/2. Incorporate the waterproofing details, on the ( attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). pIic / Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. 184 All new residential buildings, including additions, require a soils report. Please submit two copies, .r 'b4-.*w l. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). 86 IJBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with IJBC Section 3203(è). City Ordinance 9792 requires two parking f spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. (7 Please see additional corrections, or remarks, -on the following page. The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact__________________ kur r- at at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. Enclosures: ItA , rc.yic9_ dOAJ 4-(t,S5 C/t * IA, 111,0, A+ ALk i I I/I 1, t'u, f reJcr Ice " ec-e-4 t' v-.r- c :::c'A) 1IA)tA.-N 7/29/88 10 -5 Datei iMfr, CITY OF CARLSBAD Prepared byi C3 Bld g. Dept. Gd VALUATION AND PLAN CHECK FEE Esgil PLAN CHECK NO. BUILDING ADDRESS - 7 2 APPLICANT/CONTACT PHONE NO.'Ys7-I(/ BUILDING OCCUPANCY DESIGNER PHONE IL if TYPE OF CONSTRUCTION T-.ii' CONTRACTOR PHONE cr -5'/V7 BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 535 Air Conditioning Commercial Residential Res. or Comm. Fire Strinklers Total Value Building' Permit Permit Fee $ S 3c3.50 Plan Check Fee $ $ 21o.b COMMENTS: Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET I_OF I 12/87 0 El S S S S S ENGINEERING CHECKLIST LEGEND Item Complete 7 Item Incomplete - Needs Your Action 1,2,3 Number in circle indicates plancheck number that deficiency was identified Date: Plan Check No. f' (:2)O5 Project Address: Z'70 2.. Project Name: ' Cc.--- Field Check Date: By: LEGAL REQUIREMENTS Site Plan E0' El chn LEO F-1 F-1 Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations., elevations of finish grade adjacent to building, xicting tjpøgrahical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. Provide legal description of property. Provide assessor's parcel number. PERMITS REQUIRED Grading It /Of 5. Grading permit required. (Separate submittal to Engineering 4d 0 Department required for Grading Permit). 6. Grading plans in plan check PE___________ 7. Need the following completed prior to building permit issuance: Grading plans signed. Grading permit issued. Grading completed. Certification letter and compaction reports submitted. Grading inspected and permit signed off by City Inspector. 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED 0 10. Park-in-Lieu fees required. Quadrant: , Fee Per Unit: fit F-1 o II. Traffic impact fee required. Fee Per Unit: , Total Fee: Total Fee: Bridge and Thoroughfare fee required. Fee Per Unit: , Total Fee: Public facilities fee required. Facilities management fee required. Fee: -tE Additional EDU's required: go Sewer connection fee: Sewer permit no. Sewer lateral required: REMARKS: 0. K.~~Z'z Date: /z-8 If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. 4- C PLANNING CHECKLIST "s MWAIMON '- N On * U U U o_ o Plan Check No. '° 60 S0 Address ZIce, Lc Ai (/(,?k Type of Project and Use Zone f(- / - 7 C?J Use Allowed? YES NO Setback: Front 'Zô' Side Rear Facilities Management Zone School District: San Dieguito \L Encinitas Carlsbad San Marcos Discretionary Action Required YES NO Type Environmental Required YES NO Landscape Plan Required YES NO Comments Coastal Permit Required YES NO D D 0 Additional Comments OK TO I DATE / Project No. 69-11-13D (L5547) Final Report on Compacted Filled Ground Lots 260 to 268, inclusive Lots 274, 276 and 277, Lots 279 to 2084, inclusive Lots 289 to 301, inclusive Lots 303 to 309, inclusive and Lot 322 gsta South Unit No. 4 Son Diego County, fa PHILIP HENKING BENTON E8IOENT CIVIL ENGINEER BENTON ENGINEERING, INC. APPLIED SOIL WECHANICS - FOUNDATIONS 6741 . CAJON BOULEVARD SAN DIE--O. CALIFO-'TA 921*5 February 24, 1970 SAN DIEGO 583-56:4 LA MESA 469-5654 Rancho La Costa, Inc. Route 1, Box 2550 Encinitas, California 92024 Subject: Gentlemen: This is to report the results of tests and oèservations made in order to inspect the compaction Qf Filled ground placed on certain areas of .ots 260 to 268, inclusive, 274, 276 and 277, 279 to 284, inclusive, 289 to 301, inclusive, 3' to 309, inclusive, and 322, of La Costa South Unit No. 4, San Diego County, California. The fills were placed duririg the period between December 11, 1969 and February 4, 1973. The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications are shown on the attached Drawing No. 1, entitled "Location of Compacted Filled Ground." The grodrG plan used for the placement of filled ground was prepared by Rick Engineering Company cnd approved November 18, 1969. The approximate locations at which the tests were taken and the final test results.are presented on pages 4 to 10, inclusive, under the 'Table of Test Results." The laboratory determinations of the maximum dry densities and optimt.ri moisture contents of the major fill materials are presented on page 1 1, under the "Laborctory Test Results." Some of the maximum dry densities shown in the "Table of Test Results" were combinations of these. The tests were token during the weekly periods indicated below: Test Number Week Ending 1 to 13, inclusive December 13, 1969 14 to 98, inclusive December 20, 1969 99 to 135, inclusive December 27, 1969 Project No. 69-11-13D La Costa South Unit No. 4 Test Number 136 to 182, inclusive 183 184 to 186, inclusive 187 to 218, inclusive 219 to 232, inclusive 233 to 237, inclusive -2- February 24, 1970 Week Ending January 3, 1970 January 10, 1970 January 17, 1970 January 24, 1970 January 31, 1970 February 7, 1970 The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing value of at least 2000 pounds per square foot for one foot wide continuous footings founded at a minimum depth and placed five feet or more inside the top of compacted filled ground slopes. If f0ot1r95 are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to I vertical line Projected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes. Tests indicate that the compacted filled ground is adequate to satisfac- torily support one or two story wood frame dwellings designed For the recommended bearing value, without detrimental settlements. In our report of the original investigation conducted at this subdivision, (Project No. 69-3-24BC dated May 22, 1969), we stated that some "expansive" soils existed on the site and1f they were allowed to remain in the upper 3 feet below finished grade some of the lots would require / specially designed footings and slabs. We further stated that these lots would be listed upon the completion of grading The lots where expansive soils were observed to remain within the upper 3 feet, are tabulated as follows: Type A: Lot 287 Type B: Lots 268, 273 and 274, 280 to 285, inclusive, 289 to 301, inclusive, and 303 to 307, inclusive It is recommended that the following special design precautions be taken for the houses to be constructed on the above-listed lots in order to minimize the effect of the expansive soils: Type A Lots Isolated interior piers should not be used. Continuous footings should be used throughout, and these should be placed at a minimum depth of two feet below the lowest adjacent exterior final ground surface. Reinforce and interconnect continuously with steel bars all interior and exterior footings with two 14 bars at 3 Inches above the bottom of all footings and two 14 bars placed 1 1/2 inches below the top of the stems of the footings. BENTON ENGINEERING. INC. Project No. 69-11-13D -3-- February 24, 1970 La Costa South Unit No. 4 Type A Lots (Cont.) Use raised wood floors that span between continuous footings, or reinforce all concrete slabs with 6 x 6 - 10/10 woven wire fabric and provide a minimum of 4 inches of clean sand beneath all concrete slabs. Provide a moisture barrier 2 inches below slabs under livirig areas. Separate garage slabs from perimeter footings by 11'2 inch thickness of construc- tion felt or equivalent, to allow independent movement of garage slabs relative to perimeter footirs. Provide positive drainage away from all perimeter footings to a horizontal distance of at least 6 feet outside the house walls. Type B Lots Those lots listed on page 2 as Type B lots should follow all the above-listed recommendations with the two following exceptions: The continuous footings may be placed at a minimum depth of 18 inches below the lowest adjacent exterior final ground surface rather than the two feet recommended for Type A lots. Single #4 bars placed as directed (above) near tops and bottoms of all interior and exterior footings may be substituted for the two 14 bars recommended for Type A lots. Recommendations 3 to 5, inclusive, as listed for Type A lots, are applicable to the Type B lots also. The safe bearing value for footings on natural ground is 1795 pounds per square foot. Respectfully submitted, BENTON ENGINEERING, INC. By (S - 2 ~ ~,16~ Philip H. Benton, Civil Engineer Distr: (4) Addressee Rick Engineering Company San Diego County Building Inspection Vista Office (2) Rancho La Costa, Inc. Attention: Mr. Burton L. Kromer BENTON E.GNEERING. INC. CERTIFICATION OF COMPLIANCE cg CITY OF CARLSBAD Plan Check No DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verif y that the project applicant has complied with the school fee requirements. No buildin g permits for the projects shall be issued until the certification is signed by th e appropriate school district and returned to the City of Carlsbad Building Department . SCHOOL DISTRICT: Carlsbad Unified San Marcos Unified 6350 Yarrow Drive Ste. A 270 West San Marcos Blvd. Carlsbad, CA 92009 (1438-5710),a c Encinitas Union Elementary SanDieguito Union High School 189 Union Street 710 Encinitas Encinit as,A 07 53-614g1) Encinitas, CA 92024 (944-4306) Project Applicant: Lqgq1&"W Orto'-WOIAPN.21~ ...2.0 Project Address: 2 02 L..4 GRA,V V/,4- RESIDENTIAL: SQ. FT. of living area.5 Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL! INDUSTRIAL: SQ. FT. AREA Prepared By P. Date (5f c.) /tj4-&==— /1 FEE CERTIFICATION (To be completed by the School District) __ Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $ 71 7based on sq. ft.@ Comm/Indus Fee Levied: $ based on sq. ft.@ wmm School District Official Title Date AB 2926 and SB 201 fees are capped at $1.53 per square foot for residential. AB 2926 is capped at $.25 per square foot for commercial/industrial. CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project an d t o v e r i f y that the project applicant has complied with the school fee requirements. N o b u i l d i n g permits for the projects shall be issued until the certification is s i g n e d b y t h e appropriate school district and returned to the City of Carlsbad Building Depart m e n t . SCHOOL DISTRICT: Carlsbad Unified 6350 Yarrow Drive Ste. A Carlsbad, CA 92009 (438-5710) .Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944-4306) Project Applicant: San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) San Dieguito Union High School op 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) APN: 2t4 Project Address: Z 70 2_- L-4GkA Al V/4- RESIDENTIAL: SQ. FT. of living area-czy Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL! INDUSTRIAL: SQ. FT. AREA Prepared By Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $,3'f, based on f t . @ Comm/Indust Fee Levied: $_____________ based on sq. ft.@ Scl6oT District' Official f Title ate AB 2926 and SB 201 fees are capped at $1.53 per square foot for residential. AB 2926 is capped at $.25 per square foot for commercial/industrial.