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Home My WebLink About2622 LA GRAN VIA; ; CB880646; Permitiir miii Pflhldl PVIIIII nuiv & Pucit u&n 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. I DATE OF APPLICATIONI BUSINESS LICEN]SE VALUATION 6 C PERMIT NUMBER LOT BLOCK SUBDIVISION ASSO) RCEf3,50 _, , IR CONTRACTOR !)l CONTRACTORS PH ZONE OWNER'S NAME OWNERS PHONE CONTRACTOR'S ADDRESS STATE LICENSE NO BUILDING SO. FOOTAGE _________ ___ OWNER'S MAILING ADDRESS 7732 g - D e5T,E'o4J 2ao7 ER DESIGNER / DESIGNER'S PHONE 080 07/21/88 0001 01 02 BldPrnt 84210( or Valid Unless Machine Certified — WOR K J DESIGN DESIGNER'S ADDRESS STATE LICENSE NO / F/P F LR ELEV. Y NO D I I NO I STORIES ocf)'/ j EDU CENSUS TRACT 1PARKI G SPACE RES UNITS I GRADING PERMIT ISSUED 00 N I REDEVELOPMENT AREA v N 0CC LOAD FIRE SP vO N QTY. - PLUMBING PERMIT- ISSUE 7.OTY. MECHANICAL PERMIT- ISSUE SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP . - INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT 001-810-00-00-8220 257 EACH BUILDING SEWER — OVER 100,000 BTU - SIGN PERMIT 001-810-00-00-8221 / EACH WATER HEATER ANO,OR VENT — BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 001-810-00-00-8891 / EACH GAS SYSTEM ITO 4 OUTLETS ' BOILER/COMPRESSOR 3.15 HP - TOTAL PLUMBING 001-810-00-00-8222 EACH GAS SYSTEMS OR MORE - METAL FIREPLACE ELECTRICAL 001-810-00-oo-8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE , VENT FAN SINGLE DUCT I MECHANICAL 001-810-00-00-8224 4-. EACH VACUUM BREAKER -. - 4_1- MECH EXHAUST HDCTS E_OO - MOBILEHOME 001-810-00-00-8225 WATER SOFTNER RELOCATION d - ;- - SOLAR 001-810-00-00-8226 EACH ROOF DRAIN (INSIDE) - - DRYER VENT' 5) ,e_, ' STRONG MOTION 880-519-92-33 / TOTAL 'CHAN'U i ' - FIRE SPRINKLERS 001-810-00-00-8227 TOTAL PLUMBING e54( I PUBLIC FACILITIES FEE 320-810-00-00-8740 QTY. ELECTRICAL PERMIT - ISSUE CITY. MOBILE ,a BRIDGE FEE 360-810-00-00-8740 PARK-IN-LIEU (AREA NEW CONST LA AMP'SWI BKR CAR PORT - TIE 312-810-00-00-8835 1PH. 3PH ' . AWNING . LA COSTA TIF 311-810-00-00-8835 EXIST BLDG LA AMP/SWT 'BKR GARAGE - FMF 3/0 1 PH 3 PH - , LICENSE TAX , . 001-810-00-00-8162 REMODEL'ALTER' PER CIRCUIT . - MFF 880-519-92-57 TEMPPOLE 200AMPS- OVER-200 AMPS - TEMP OCCUPANCY 130 DAYS) — - ' - - CREDIT DEPOSIT ' - . ) TOTAL ELECTRICAL I Fl" TOTAL TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Scary permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void If the building on work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by such permit IS not commenced within 180 days from the date of ouch DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT (S I permit, or if the building or work authorized by such permit is suspended or ED: ISSU TO COMPLY WITH ALL CITY, COUN1 V AND STATE LAWS GOVERNING BUILDING CON- j abandoned at any time after the work is commenced for a enrod of 180 davo STAUCTION, WHETHER SPECIFIED HEREIN OR NOT, I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S ATU CONTRACTOR 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. OWNEk BY PHONE 0 * AN OSHA pEFi IS REQUIRED FOR EXCAVATIONS OVER SO" DEEP AND DEMOLITION OR CONSTRUCTION OF STRUCTURES OVER 3 STORIES IN HEIGHT APPROVED BY DATE 4çl.,_A4 Chi""1/_,,/7' r 0 I hereby affirm that I am licensed under ° I provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business cc and Professions Code, and my license is in L full force and effect. U- 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 which re-quires a permit to construct, alter, improve, 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 of the Contractors License Law (Chapter 9 commencing with Section 7000 01 Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit sub-jects the applicant to a civil penalty of not more than hue hun- dred dollars ($500). I I as owner of the property, or my employees with wages as their sole compensation, will do the work, and the struc- tare is not intended or offered for sale (Sec. 7044. Business _.J and Professions Code The Contractors License Law does 5 not apply to an owner of property who builds or improves OR thereon and who does such work himself or through his own employees, provided that such improvements are not intend- 'U elf or altered for sale It, however, the building or improve- Z ment is sold within one year of completion, the owner-builder will have the burden at proving that he did not build or im- prove for the purpose 01 sale). I I. as owner at the property, am exclusively contracting with licensed Contractors to construct the prefect (Sec. 7044, Business and Professions Code' The Contractor's License Law does not apply loan owner 01 properly who builds or im- proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). I]' As a homeowner lam improving my home, and the follow- ing Conditions exist: 1 The work is being performed prior to sale. - 2. _l have lived in my home for twelve months prior to completion 01 this work. 3. I have not claimed this exemption daring the last three years. 0 lam exempt under Sec. - B & P.C. for this reason El I hereby affirm that I have a certificate 01 consent to selt.insure. era certificate of Workers' Compensation In. suiance. or a certified copy thereof(Sec. 3800, Labor Code) POLICY NO COMPANY Copy is tiled with the city Certified copy is hereby furnished a CERTIFICATE OF EXEMPTION FROM O WORKERS COMPENSATION INSURANCE (I) This section need not be completed it the permit - is for one hundred dollars 151001 or less) Lu I certify that in the performance of the work for which this permit is issued. I shalt not employ any person in any 0 manner so as to become subject to the Workers' Compen- sation Laws of California. NOTICE TO APPLICANT: If, after making this Certificate of Exemption. you should become subject to the Workers Compensation provisions of the Labor Cede, you must Iorthwith comply with such provisions or this permit shall be deemed revoked. I hereby affirm that there is a construction fending IZ agency for the performance of the work for which this per-Lu 01 mit is issued (Sec 3097, Civil Code) zi WI Lender's Name .11 Lender's Address_________________________________ INSPECTOR TYPE DATE BUILDING FOUNDATION FIELD INSPECTION RECORD REINFORCED STEEL 2 411 REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES se*- -rz f/'r 7' _________ INSPECTION REQ. IF CHECKED INSPECTORS APPROVAL DATE GUNITE OR GROUT SUB FRAME El FLOOR LI C,EILING PRIOR TO FOUNDATION INSP SOILS COMPLIANCE SHEATHING 1'ROOF E'SHEAR F FRAME _7'__ U EXTERIOR LATH INSULATION STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED INTERIOR LATH & DRYWALL PLUMBING LI SEWER AND BL/CO LI PL/CO //2.i/ry 7' CONCRETE POST TENSIONED CONCRETE FIELD WELDING 7) HIGH STRENGTH BOLTS UNDERGROUND 0. WASTE LI WATER SPECIAL MASONRY TOP OUT ASTE TER /ol 9 TUB AND SHOWER PAN GAS TEST . /6 ..7... PILES CAISSONS El WATER HEATER LI SOLAR WATER ELECTRICAL El ELECTRIC UNDERGROUND LI UFFER ROUGH ELECTRIC V 1f ( LI ELECTRIC SERVICE El TEMPORARY MECHANICAL LI DUCT & PLEM., LI REF. PIPING LI BONDING LI POOL HEAT - AIR COND. SYSTEMS V VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING V ELECTRICAL MECHANICAL 70 GAS BUILDING SPECIAL CONDITIONS - VVVV - V cocô V. .. .4 4 FINAL BUILDING INSPECTION DATE: )OIXMM( 12-12-88 PLAN CHECK NUMBER: 880646 PROJECT NAME: ADDRESS: 2622 Lo Gran Vin PROJECT NO.: _________________ UNIT NUMBER: TYPE OF UNIT: fles - SFD NUMBER OF UNITS: CONTACT PERSON: JOhnRzmuno CONTACT TELEPHONE: _6320275 all dept L l) I PHASE NO.: ULL, iOO • UTILITIES & MA1NTENANC DEPT. INSPECTED DATE INSPECTED:A Xr---ZrAPPROVED BY: DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: 1} Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering FtY.Utilitie/'PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 880646 DATE: )X1QJE( 12-12-88 _____________________ PROJECT NAME: ADDRESS: 2622 La Gran Via PROJECT NO.: UNIT NUMBER: __________________ PHASE NO.: TYPE OF UNIT: NUMBER OF UNITS: I CONTACT PERSON: CONTACT TELEPHONE: 6320275 all dept INSPECTED DATE I / BY: INSPECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: _________________________ INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED DISAPPROVED COMMENTS: Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Plan reLD:Fire 2 FINAL BUILDING INSPECTION DATE: 1XQ( 121288 PLAN CHECK NUMBER: 880646 PROJECT NAME: ADDRESS: 2622 La Gran Via PROJECT NO.: UNIT NUMBER: TYPE OF UNIT: Res - SFD NUMBER OF UNITS: CONTACT PERSON: JOhn Ramuno CONTACT TELEPHONE: 632-0275 PHASE NO.: I INSPECTED DATE /2 APPROVED '><'(ISAP BY: INSPECTED: ______ 4 % %Fwom INSPECTED DATE %Q BY: INSPECTED: APPROVED \APPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPR COMMENTS: Rev. 1/86 WHITE Suspense BLUE Water District REEN Engineering NARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 88,0646 DATE: 1212438 PROJECT NAME: ADDRESS: 2622 Lo Gran Via PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: - NUMBER OF UNITS: CONTACT PERSON: J't FJ!!Uflr) CONTACT TELEPHONE: 30275 Oil dent INSPECTED DATE BY: ________ DISAPPROVED INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: UtiIiti fPINK-.:i 9 GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 880646 DATE: ]4X)(( 12-12-88 PROJECT NAME: ADDRESS: 2622 La Gran Via PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: Res - SFD NUMBER OF UNITS: 1 CONTACT PERSON: JOhn Ramuno CONTACT TELEPHONE: 6320275 all deot INSPECTED DATE BY: INSPECTED: ____________ APPROVED DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED DISAPPROVED Costa Real Municipal Water Distr;cDEC 1 3 1988 COMMENTS: Engineering Department (619) 438-3367 e,e47J DEC I 31988 11 Rev. 1/86 WHITE: Suspense\.BIL.lE: Warir GlgN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 7/// JURISDICTION: ',,?'ç' 6 47 PLAN CHECK NO: 5 SET: PROJECT ADDRESS: PROJECT NAME : cf,,4ce -;?,4v4A.zE7 APPLICANT DTCI ON EPLAN CHECKER EFILE COPY []UPS DDESIGNER fl 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. Ej 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: Esgil staff did not advise the applicant contact person that plan check has been completed. fl Esgil staff did advise applicant that the plan check has been completed. Person contacted:_____________________ Date contacted: Telephone # REMARKS: By: Enclosures: ESGII- CORPORATION (1\ L4X1LI3 V -Er () O7 Li-4T Z ( v' .S M e-r, a IRE iD_ IC?J#) pIUSSDE1At _____ I:I:) QY?1DE 1itL '1 L. P,-.zi L 5.4d.L I 4fj5 iJAIL E.AU.Aic.uJt 2FD/APO-1c. : I'iL EX • V. 2 Z. ____ -IO Tt3L T)How Pt , ____ '4arrzJ I - no t- d 1 1 .' ni ad J _tnF?trm ________________7/ie,LS rROXCI ADDRESS:,7-2 I o:.j2uJ' —)- PLAN CORRECTION SHEET ,Ian:, Check No- FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, Nation Electrical Code and state laws regulating energ conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspectioi7 Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Deparm or other departments. \ The items circled below need c1arificatiq, modification or change. All circled item ASp to be satisfied before the plans will be .n conformance with the cited codes and reguiati Per Sec. 303 (c), of the Uniform Building çod the approval of the plans does not permit 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: ,'IZ9 04 s.Q tI) To facilitate rechecking, pIcie Identify, next to each circled 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____________ Date ,;;r/plan heck completed - By cr'rO A U I - 0 -iM 'i T—i 1-. 9 11— ?er TTift— v-tM 10 6M- -r---- 'YVUP Flzr NW -1-0;0 FLf) / 4 Q r-- 1 L&Q i-O•'-. flL '7tV2 AJftLt- U. - Sill I . •.Ji. I L)40 vLA.-A'• 5 -' 'f - — 7ttI Top i-r- i -i- — (-i -J 4T/ r--- • .iktY'j!' 1f r- ?vV L r-L1 I I.— -r7rT -4cO, tC-rTAc4 Mr 7 r4ck4o— 4, j -4I t V 'C(-¼t2JL-- Wt-4--• Mj'L. tMr4• 7r4 (i0. C'14e7r. 9 e'•&. 000 tolo 1p 50 (4 4O.C, jiO.C'. I 00- I .. L 4y 1ci? 4øt42 Wi't4- L" Utr4'i 14+ ',rov1 Date , zy Jurisdiction______________ Prepared by Bldg. Dept. VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO.'61 BUILDING ADDRESS *7/ APPLICANT/CONTACT-.jr, BUILDING OCCUPANCY TYPE OF CONSTRUCTION ilk' PHONE NO. 43,;-19c; 7 DESIGNER PHONE_____________ CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE , 5 9,4 - J_7 J e52 c — i 5• 2 R 17 c 3 /11101 - ,' 9 g Air Conditioninz Commercial - Residential Res. or Comm. Fire Sprinklers Total Value Building' Permit F ee $ $ R37 Plan Check F e e $ t7 9 $ COMMENISt SHEET OF / 12/87 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO. CA 92123 (619) 560-14" DATE: JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: C/ c64 SET: I PROJECT ADDRESS: PROJECT NAME: APPLICANT ~eURFFR -C ION tNC1ZKER 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 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 0 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: ._J04-f Li Vi vi P 4 1-4 Ii LI c' g cE . U V L--- c't C g2p2c4 Esgil staff did not advise the applicant contact person that IJ plan check has been completed. Esgil staff did advise applicant that the plan check has 0 been completed. Person contacted: Date contacted: Telephone #_________________ REMARKS: BY:+Crq'?C ..AzX?ic ENCL:_____________ ESGILRPORATION 543 JURISDICTION: CITY OF CARLSBAD 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 hRnM cannedW 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) PWUANJRS:22 L&GRUVL 1985UMC(eff. 8/28/87) The above regulations apply to residential construction, regardless of the code editions FLOOR AREA: adopted by ordinance. The circled items listed need clarification, 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, county or city law. To speed up the recheck process, note on this list Date plans received by jurisdiction: =?7'i Date plans received by Esgil Corporation: Date initial plan check completed: By:) A Applicant contact person: _lO444 V. f?.4JJtJJfJTelephone: 43 1267 (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. 1: PAGE NUMMM IRK NOT IN siZ AS PAGNS HAVM NO MM NING CXK(I _____ List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) PLANS 2? 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. 20 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. :) 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. 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). 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. -t 80 Submit cfullv dimensioned_I plot plan drawn to scale showing location, size, and use of all 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). 90 Indicate distance from property lines to proposed building. Section 302(c). Show on the title sheet all structures, pools, 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." 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. 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)). 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. 34 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 to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. 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. 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(I • VE7TU.AI10N AND GLAZING 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). 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 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)). 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). -.---? 4/e (1 Prov.de mechanical ventilation capab of providing five air changes per hour in bathrooms, water closet- compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). '-rd q 25 No habitablroom, other than a kitchen, shall be less than 710" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 71 6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 710". Section 1207 (a). 34. Dimension on the plans the 30" clear width for / water closet compartments and 24" clearance in front of water closet. Section 511 (a). 24. 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. 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 tub or shower floor). Section 5406 (d) 5. Sleeping rooms shall have a window or exterior 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. 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 618" in height, and shall be capable of opening at least 90 degrees. Sect.on 3304 (e). 37. ,-'----= Provide 36" L4iigh protective railing for porches, balconies, and open sides of stair landings. Openinks between railing shall be less than 611. Section 1711. 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. 12/16/87 3 Provide stairway and landing details. Section 3306 (b) & (c). Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. Minimum headroom is 616". Minimum width is 36". 40. All handrails per Section 3306 (j), shall satisfy the following: Provide handrail for stairways with 4 or more risers. )'. Handrail shall be 30" to 34" above the nosing of treads. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. 3w. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (i). A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3301e (h). Provide details of winding stairway complying with Section 3306 (d): ,E. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. X. Maximum rise is 8 inches. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.0. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). ,&8'. Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable space tinder interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (in). Within units, show that corridors have a ' minimum width of 36 inches. Section 3305 (b). Minimum width is 36 inches. Provide spiral stairway details, per Section 3306 (f): ,4. 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. Minimum headroom is 6 feet 6 inches 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. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203(h). _-$ DCj or 4o19 s kc4 12?aJ $ 54 Specify roof material and application. C 32. $. 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. 12/16/87 4 se 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. 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 for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. 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. j?. 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 save vents or cornice vents. Show required area and area provided. Section 3205 (c). MASONRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. fr4. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)]. and Section 2515 (a). Show ties and #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. J4. 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). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS ,W Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 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) Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). X. Garages are not permitted to open into a room used for sleeping purposes. SectioR 1104. 71/ 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. () 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. 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). 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 UJJ4TS 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). 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 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." Show height of all foundation wails. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. 85. 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. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). 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. 88. Dimension foundation per U.B.C. Table 29A: Floors Footing Supported* Stemwai 1 Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 214" 8" Foundations may support a roof in addition.to the floors. Where only a roof is supported, use foundation for one floor. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. () Show foundation bolt size and spacing. Section 2907 (f). (f) Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). 93. If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. 96. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). 1199. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. )i. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 (c). Show minimum underfloor ventilation equal to 1 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 be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. I FRAMING 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. 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. 5E 04 Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 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. 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. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. pI. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 09 Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 110 Show nailing will be in compliance with Table 25-Q. 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 soffits, drop ceilings and cove ceilings; 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 0 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. l4. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; 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. )X1. 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). , - QL9 Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). 116. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. () Specify nail size and spacing for a44-chew floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4713 (d)). Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. 119 Provide truss details and truss calculations for this project. .A4 Specify truss identification numbers on the plans. 1. Provide roof framing plan and floor framing plan. Section 302 (c). Provide framing sections through Section 302 (ç. çt'7' ,7271e 122 Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 3/3. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). 12/16/87 7 Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comments below or at end.) i.zi. 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. )ZI. 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. 1. Show location of attic access with minimum, size ' 22" x 30". Section 3205. Show draft separation for attic areas between units in a duplex. Section 2516 (f). 130 Specify plywood grade and panel identification index. Table 25-N. I=o r 'Floo Y pbroLr1. if. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 32. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. 3/3. 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. 134 Show plywood sheathing over exposed eaves, or other weather exposed areas, is .ituti guIe. Section 2516 (i). bcr?diCi Show a weep screed at the foundation plate line ' on all exterior stud walls to be stuccoed. Section 4706 (e). 3$ Detail truss layout for 30" x 30" attic access, if required for equi pment in the attic. Epe?.'q 137 Ridges, hips,n-alleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. )cEAN1CAL (UNIFORM MXHAKICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 139 Show the size, location and type of all 3 heating and cooling appliances or systems. 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. UBC. Sec. 1211. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. 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 704 UMC. Show I.C.B.0. approval number for prefab fireplace. 146. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. (j) Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. () Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. () Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. In open beam construction, provide strap ties 1)4. Provide dryer vent to outside. UMC, Section across the beams at the ridge support. Section 1903. 2501 (b). 12/16/87 8 ELrR.IcAL (NArIoAL ELECIRIICAL CODE) All wiring shall comply with the National Electrical Code. .1502 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. l)E. Electrical receptacle locations and/or spacing 7 is not adequate in____________________________ iy. 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 beGFI protected. NEC, Art. 210-8. L_y 4 157.) Note electrical system ground to be provided '--.- per NEC, Art. 250-81. PLZJMBIW (UNIFORM PLtNBI] CODE) 158 Show water heater size, type and location on plans. UPC, Section 1301. 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. 161 Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. 162 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). lfr. Show shower stall can acconciodate 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. 1. 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. 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. State regulations (California Admin. Code) require that the design satisfy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. 168 On the title sheet of the plans, provide a summary of the design features for this project (i.e., R-values, glazing, shading devices, thermal mass, HVAC efficiencies, etc.). Show on the plans the "R" value for the walls, floors, ceiling and related areas. 1)6. Show double glazing as per Energy Design, on Glazing Schedule. Show on the plan how shading requirements are satisfied. 172 Show on the plans the thermal mass areas as indicated in the energy documentation. V 3f 12/16/87 9 12/17/87 10 Ø. The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: The glazing area on the plans exceeds that shown in the documentation or allowed in the package selected. Glazing area includes rough openings of windows and the full size of french doors. 175 Specify on the building glans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 176 Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. 37. For room additions, show that the glazing area, of the addition does not exceed 16 of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. CARLSBAD S.F.D. & DUPLEXSUFPLI Energy conservation design should be for Zone 7 . See attached energy packages 2r /C/arifi l). Floor drains muSt have auto-prime city policy). Note exhaust fans cannot be ductless type (city policy). 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). Note "two 3/4" 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). 183 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). j4. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show on the Title Sheet on the plans, the ( information required by the attached Developmental Services Sheet 112383. () All new residential buildings, including additions, require a soils report. Please submit two copies. 1p5. 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). 188 UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). 1/4. City Ordinance 9792 requires two parking spaces/unit with clear area of ZO'xZO' i.e. no washing machines, etc. Show compliance. 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_________________ 0 k 1 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: - ro I.. II 10. 390 s • •s,i ji:sS •).. )MSp( • • ,_.èip MANDATORY LICE3= CNSVAIION R=TrRDMfM OF THE S= OF CALIFORNIA (1) All heating, ventilating, air conditioning, and water heating equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Commission. (7.) A two stage thermostat, which controls the supplementary heat on its second stage, shall be provided for heat pumps. Thermostats shall be equipped with an automatic setback, which the building occupant can program to automatically set back the thermostat twice in 24 hours. Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances shall be equipped with an intermittent ignition device. All fan systems exhausting air to the outside shall be provided with backdra.ft dampers. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1982 Edition. A vapor barrier is required in climate zone 1, 14, and 16. All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration standards and shall be certified and labeled. All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. (U) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated with a einimim of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with 720-1406(d). Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. Showerhe.ads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission. Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. Insulation used shall comply with California Quality Standards. The insulation installer shall post. a signed certificate. ..Section. 276.. Insulation Certificate (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title 2, Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter £, Article 3. The certificate shall state the manufacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the minimum installed weight per square foot consistent with the manufacturer's labeled density for the desired 'R" value. For infiltration control all openings and penetrations rot.tst be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. Form Ecu 3/5/86 CITY OF CARLSBAD Table 7. Alternative Component Packages, Climate Zone 7 Building Measure Package Designation -Y1 r1 1 r INSULATI0N a-VALUE MINIMUM Ceiling 19 30 19 30 30 30 19 30 19 30 19 Wall 11 11 11 11 11 11 11 11 11 11 11 Heavy Wall 2.5 2.5 2.5 NA NA 2.5 2.5 2.5 2.5 2.5 2.5 Light Mass Wall 4.0 3.5 3.5 NA NA NA NA NA NA NA NA Slab Floor Perimeter MR 7 MR MR NA MR. MR MR MR 7 NR Raised Floor U 11 11 NA 19 MR MR 19 19 11 11 ArrIC3 MR MR MR REQ REQ REQ MR REQ MR MR MR GLAZING Maximum U-Value 1.1 .65 1.1 .65 .65 .65 1.1 .65 1.1 .65 .65 Maximum Total Area Z MR 14 14 20 20 20 24' 20 24 MR NB. Maximum Total Nonsouth Area Z. 9.6 NA NA NA NA MR MR MR NB. 8.4 9.6 Minimum Total South Area Z 6 .4 NB. NB. MR NB. MR MR NB. MR 5.6 6.4 SEADINC COEFFICIENT South-facing Glazing MR NB. NB. NB. MR MR NB. MR NB. NB. NB. West-facing Glazing NB. NB. MR NB. .36 MR NB. NB. N.R. MR NB. North-facing Glazing NB. NB. NB. NB. NB. NB. N.R. NB. NB. MR NB. Last-facing Glazing NB. NB. MR NB. NB. MR In NB. NB. MR MR L'BEBHAL MASS EQUIVALENT ,Z Slab Floor Exposed7i8 50 NB. NB. 25 5 25 25 20 15 NB. 50 U'ILTLII0N CONTROL Continuous Barrier NB. NH. MR NB. NB. NB. NB. MR NB. NB. electrical Outlet Plate MR NB. MR NB. MR MR MR NB. NB. MR NB. Caskets Lit-To-Air Heat Exchanger NB. MR NB. MR MR MR MR NB. NB. NB. MR PACE HEATING SYSTEM Gas Furnace Seasonal Efficiency Z HIM HIM HIM HIM HIM HIM HIM HIM HIM Heat Pump ACOP 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Electric Resistance" NO NO NO NO NO NO NO NO NO YES YES PACE COOLING SYSTEM A/c or Heat Pump SEER ATER HEATING SYSTEM Gas, Heat Pump or Solar with Any Backup REQ REQ REQ REQ REQ REQ REQ REQ Solar with Gas Backup REQ REQ REQ Appendix I 5-9 C-70 AC? tittiles Table 17. Notes for Tables 1 through 16 LEGEND: NR - Not required, N/A • Not applicable, REQ - Required, MIN Minimum efficiencies required by Section 2-5306 of the regulation. NO Heating system type not allowed, YES - Beating system type allowed. 3. Whenever an attic is required, it must cover at least three-quarters (3/4) of the ceiling area over conditioned space and be vented. 7. In alternative component packages which require thermal mass, (other than Package A), the specified percentage of mass must be directly exposed to the conditioned space. To determine the floor area directly exposed to the conditioned space. To determine the floor area, count only the first floor in conditioned areas. Tlncarpeted first floor areas, such as linoleum or tiled entry ways, kitchens, bathrooms, and utility closets may all be counted towards this requirement. S. Thermal mass required for Packages E,123 and 4 must be either equivalent to a slab floor covering one-fourth (25 percent) of the floor area with a thickness of at least 2 inches and a volumetric heat capacity of 28 Btu/ft3 P (see below for surface area of materials examples) or provide the minimum total, mass capacity listed in Table 17 of Appendix A (use the Point System to calculate the mass for other materials). Climate Slab 4 brick exposed Concrete block 90 pci block density, Concrete block 140 pci block density, solid Zone Floor Z one side grouted grouted 4 6" 4" 6" 15 21 18 17 14 13 20 28 24 22 18 18 7 25 1 35 30 28 1 23 22 11. For Packages 5 and 6 electric resistance and radiant heating systems shall have two or more separately controlled zones in each dwelling unit. Dates_____ Prepared by: c2 CITY OF CARLSBAD Bldg. Dept. VALUATION AND PLAN CHECK r7r Q Esgil PLAN CHECK NO.6 BUILDING ADDRESS I_cr C r-trt V1 APPLICANT/CONTACTJc,knd i. l rtøt1O PHONE NO.-43 —f C? 6 7 BUILDING OCCUPANCY - 3 1-i'I DESIGNER PHONE___________ TYPE OF CONSTRUCTION JI/ CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE - /f66 - Air Cortditiortinz Commercial Residential Res. or Comm. Fire SDrinklers Total Value Building Permit Fee $ Plan Check F e e $ -5 ::- COMMENTS: Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET / OF/' 12/87 LEGEND Item Complete Item Incomplete - Needs Your Action 1,2,3 Number in. circle indicates plancheck number that deficiency was identified '1 a) w ai - - - ENGINEERING CHECKLIST Date: Plan Check No. RSIDLO.4 L Project Address:? 19 a? LA Project Name: R e, mw Res Field Check Date: o By: LEGAL REQUIREMENTS Site Plan Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, .1easements, ëitin " and proposed) structures,streets,— existing street improvements right-of-way Show . onSie ian Fihishfloor elevationsTeIe tiTsbf finih grade adjacent to building, existing topographical lines, existin) and Proposed opes,driveway_an&petcent_(%).grade. and- -drainage patterns j Provide legal description of property. Provide assessor's parcel number. PERMITS REQUIRED Grading Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). Grading plans in plan check PE 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. Right-of-W t re uired for work in public right-of-way (e.g. driveway approac , sidewalk, connection to water main, etc). - Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED Park-in-Lieu fees required. Quadrant: _ Fee Per Unit: Total Fee:________ Traffic impact fee required. Fee Per Unit:jp'70 , Total Fee: 12. Bridge Bridge and Thoroughfare fee required. Fee Per Unit:/530 , Total Fee: Public facilities fee required. Facilities management fee required. Fee:__________ Additional EDU's required: LCj..)D L77?ec- Sewer connection fee: Sewer permit no. Sewer lateral required: LC-.JD O.K. to issue: Date: 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. PLANNING CHECKLIST e,i en 4*: 4*: 000 o_ (L M Plan Check No. ØC( Address 2(22- 14 Ge 1%. Type of Project and Use 5t-D Zone Use Allowed? YES i2K. NO Setback: Front (5,1< Side Rear OK Facilities Management Zone School District: San Dieguito /X. Encinitas Carlsbad San Marcos Discretionary Action Required YES NO K Type Environmental Required YES NO Landscape Plan Required YES NO Comments Coastal Permit Required YES NO Additional Comments T6 5J*)L0 OAJ .S,T( OK TO ISSU ______ DATE 1 61--120-44.159 7T6iDP7L- c?,A 0LflON4 ccc - WM 1ftM)NO 1trrMC- Ld T. BRUCE HENDERSON ENGINEERING CONSULTANT REGISTERED PROFESSIONAL ENGINEER (619) 436-5626 1519 ELON LANE, ENCINITAS, CA 92024 a 'F\H r)I1-9"-1 'T I Lc'v tct P—t'rvs1r-'1 trt- ¼M c4-U- VJfr-P Lcyi tP-4 /tcpo'4 TX. L-p. r41' 4Mr-rrhL- k¼c, - €1MM. L1T L-. 17C)M1Mi#1Q-M 1riM- '?zr t* - i/rxi.r C-VOL r,t412'1(4 F:p I - -- - - ___- )tkPtr461 F2-t) T'° p'c!I2-t p-ri Q,-4 (r'r 7;t-!I V,2U F.L4. 160 Fe'er o. i"617. '2*6 ,ft, L/FLt4 L F-tf i&i. r-u ( . ?8 T' v 1;Af ir1Icdwsi (p ______ 1.z'L 1-F2T-é?. 29F k7. _______ Ii . C I ' i 1 Ii]i ' D' -' tli• 710 -r- I I-fri WI / w/oLrr -i--, r-4-r. —ct4' '44 OI. Mvd. 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J, r IV LI) IJ'tr (1 7')"t ',-r1yp41 F-11 1 r2-cc4'-' itr4o - 1Z14 47 -r- Vi6c-jc!O M141$t7h1IL, 4r r MMy— 2( 12am I-ts vo I hI 4) Th' . ,'MovJ. t-1 Lt5 Urx. r4'PMiL- Vr-wjicz. UtA— PItM. Tt*Pt) 1 tfrj' 7" J (4T MI/4 lop" 11 I ', - I 1 f4p. 4!' of 7" 'P It (too loll 1 15,51V - fr4&v— '147 tj 4O c!€'I4c14MT Mft4. 'k000 Mor9 P.4f¼ T9 F' L— 4'Wi. vrnk'— Lpr. Mir '4— Ur4 IT tti P4,bT f 1 ,It7. ct.' 1 4 000 C ,-v) 1•1 1- - 7 - - e —1v7'_ c3 - -- ( o- ____ &) j4'rn k- 1'fr?' r— -r--- 4-vs Crpr4p VOT, ro0-ri-'i I'&ri Vp-r: ;3¼P volt Ill - (5•) - (j -- -ri 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 c4 L!i TELEPHONE (619) 438-1161 (itp of CartIiab COMMUNITY DEVELOPMENT August 10, 1988 John Ramuno 933 Ocean View Leucadia, Calif 92024 2622 LA GRAN VIA, CARLSBAD BP 880646 Soils 25B1-88 (1) The recent undated letter you have given to our inspector from Soil Testers is unacceptable. The approved plans require that your soils engineer submit a signed statement as follows: "The building pad was prepared in accordance with the soils report. The utility trenches have been properly backfilled and compacted. The foundation excavations, forms and reinforcements comply with the soils report and approved plan." <P1e)/e present this letter before continuing the work. CARTER DARNELL, PLANCHECKER C: Soil Testers Tim Phi1lips 9931 Channel Road P.O. Box 1195 Lakeside, CA 92040 (619) 443-0060 John Ramuno 933 Ocean View Leucadia, California 92024 Subject: Project No. 25B1-88 (1) Foundation Excavation Inspection 2622 La Gran Via City of Carlsbad Dear Mr. Ramuno: In accordance with your request, a representative of this firm has visited the subject site and inspected foundation excavations for the proposed residential building structure. The foundation excavations extend to the proper depth as recommended in our Limited site Investigation, Project No. 25Bl-88, dated June 1, 1988. If we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, Benjami D. Rosenwald, P.E RCE 25018 BDR/tr 9931 Channel Road P.O. Box 1195 Lakeside, CA 92040 (619) 443-0060 IN4111, TESTEItS June 1, 1988 John Ramuno 933 Ocean View Leucadia, California 92024 Subject: Project No. 25B1-88 Limited Site Investigation Proposed residential building site 2622 La Gran Via City of Carlsbad Dear Mr. Ramuno: In accordance with your request, a Limited Site Investigation has been performed at the subject site, more particularly described as: Assessor's Parcel Number 216-250-30 The purpose of this investigation was to examine existing site conditions and provide engineering recommendations for the proposed single family residence presently contemplated for the site. In order to accomplish this purpose, a representative of this firm visited the subject site, reviewed the topography and site conditions and visually and texturally classified the surface and near surface soils. 1 Project No. 25B1-88 Ramuno 6/l/88 The subject site is a relatively level parcel which was graded as part of a sub-division. No filled ground was apparent during 'the course of this investigation, however, loose soils, debris and vegetation have been pushed to the south of the property and stock piled, apparently after brushing the site. These materials should be removed prior to the proposed site development. Footings for the proposed structure should be founded at least 12 inches into firm natural ground. Footing excavations should be inspected by a representative of this firm prior to placement of concrete to insure that proper depth has been achieved. Foundation soils were light tan and red, very silty fine sands with clay binder which were not considered to be detrimentally expansive with respect to change in volume with change in moisture content. We recommend, however, that the footings be reinforced with one #4 steel bar placed near the top of the footings and one #4 bar placed near the bottom of the footings. Where moisture sensitive floor coverings are anticipated over the slab, a 6 mil plastic moisture barrier should be placed beneath the concrete slab. / The plastic moisture barrier should be overlaid with a minimum of 2 inches of sand, or suitable on-site Project No. 25B1-88 Ramuno 6/1/88 material, to aid in concrete curing and to minimize potential punctures. Concrete slab reinforcement should consist of 6X6-10/10 wire mesh. The effect of concrete shrinkage will result in cracks in virtually all concrete slabs which are not designed to resist this shrinkage. The minimum steel recommended above is not intended to prevent shrinkage cracks. A safe allowable soil bearing value of 1500 pounds per square foot may be be used. This is for footings founded a minimum of 12 inches into firm natural ground or compacted fill soils. This value may be increased an additional 20 percent for each additional foot of depth and/or width per Table 29-B of the Uniform Building Code. If we can be of further assistance to you, please do not hesitate to contact our office. Respectfully submitted, D. Rosenwald, P.V1 RCE 25018 ,-OF ESS,0 :- NO 25018 EXP. 12-31-89 I BDR/tr 3 Comm/Indust Eie Levied: $ based on sq. ft.@ Jr L Schoolkistrict7 Official & Title Date 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 and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified San Marcos Unified 801 Pine Avenue 270 West San Marcos Blvd. Carlsbad, CA 92008 (457-4985) Marcos, CA 92069 (744-4776) <ncinitas Union Elementary S Dieguito Union High School 189 Union Streets 625 North Vulcan Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: M U AA 542) APN: 4/-3_3 Project Address: f iv RESIDENTIAL: SQ. FT. of living area Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL! INDUSTRIAL: SQ. FT. AREA Prepared By ,Jt.A/J Date .s,t,/2 e - S 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: based on sq. ft.@ AB 2926 and SB 201 fees are capped at $1.50 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 and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92008 (457-4985) itas Union Elemen 189 Union Street rrinitas, CA 92024 (944-4300) - San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) ieguito Union High School 625 North Vulcan Encinitas, CA 92024 (753-6491) Project Applicant: APN: -30 Project Address: RESIDENTIAL: SQ. FT. of living area Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL! INDUSTRIAL: SQ. FT. AREA Prepared By Date lltlg p_______________________ ------------------------------------------------------- FEE CERTIFICATION (To be completed by the School District) 2K 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 :.Residntial Fee Levied: $ based on sq. ft.@ Comm/Indust Fee Levied $_____________ based on sq. ft .@ Sc1io1 District Official Ti / Da AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential. AB 2926 is capped at $.25 per square foot for commercial/industrial. LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CON- NECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the balance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years shall be collected on the tax roll in same manner as property taxes. If the six-month construction period extends into the subsequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll in the same manner as property taxes. The full sewer service charges for all subsequent years shall be collected on the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually com- mences on a different date. The prorated sewer service charge shall not be required in those applications for sewer permits for subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. If a service lateral is required, it will be installed by the LEUCADIA COUNTY WATER DISTRICT. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the applicant's plumbing to the point in the street (or easement) *here aconnection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. In the event unusual construction conditions occur, such as blasting, jack hammering hard rock, dewatering, etc., the applicant shall be liable for any cost over and above the established charge. The Inspection Deposit will be refunded upon the completion of satisfactory inspection of the connection to the District's sewer system. The Inspection Deposit shall not apply in those cases in which the applicant has paid plan check and inspection fees for a subdivision. OWNER'S NAME John' Ramuno MAILING ADDRESS: 7937_ Avenue Diestro La Costa PHONE NUMBER: SERVICE ADDRESS: 2622_La_ Gram _Via. _LaCosta TRACT NAME/NO. I_Cncta_t6 LOT #_452 ASSESSOR'S PARCEL NO.: 216-250-30 TYPEOFBUILDING SF1) NO./UNITS 1 CONNECTION FEE: $_2500.00 LATERAL SIZE: _____ EASEMENT: EXTRA FOOTAGE: $ /Foot______ EXTRA DEPTH: @ $ /Foot_________ LATERAL FEE QuX INSPECTION DEPOSIT 50.00 PRORATED SEWER SERV. FEE 67.25 TOTAL 2617.25 3060c? PAID BY: CASH _____CHECK#_16661 The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated AM 18611 ofer Date Rec'd. By Account No. Ref: 15 S. PERMIT 1