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HomeMy WebLinkAbout2624 UNICORNIO ST; ; 86-334; Permit9 r- i hereby affirm that I am licensed under U J provIsIon. of Chapter 9 (commencing with I Ssctton 7000) of Division 3 of the Business I and Professions Code, and my license Is In L full force and effect. 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 toils issuance also requires the ap- plicant for such permit to tile a signed statement that he is licensed to the of the Contractor pursuant provisions License Law (Chapter 9 commencing with Section 7000 at Division 3 of 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' iects the applicant too civil penally of not more than live hun- dred dollars ($500). 11 I, as owner of the property, or my employees with wages 15 as their sole compensation, will do the work, and the struc- ture is not Intended or offered for sale (Sec. 7044, Business ..a and Professions Code: The Contractor's License Law does not apply Is an owner of property who builds or improves thereon and who dues such work himself or through his own employees, provided that such improvements are not intend- 91.1 ed or offered for sale. II, however, the building or improve- Z mont is sold within one year of completion, the owner-builder have the burden will of proving that he did not build or im- prove for the purpose of sale), O I, as owner 01 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 loan owner of property who builds or im- proves thereon, and who contracts for each projects with a US coutractor(s) license pursuant to the Contractor's License Law). 0 As a homeowner tam improving my home, and the tallow- log conditions exist: t. The work is being performed prior to sale. I have lived in my home for twelve months U prior to completion of this work. Ml I have not claimed this exemption during the O last three years. 0 lam exempt under Sec. __________________ ,B & P.C. for this reason 1 hereby affirm that I have a certificate of consent Is snllinsure. or a curtilicata of Workers' Compensation In. surance, or a certified copy thereof (Sec. 3800. Labor Code] POLICY NO. COMPANY 0 Copy is filed with the city 0 Certified copy is hereby furnished 'a' B. 311 CERTIFICATE OF EXEMPTION FROM C.) WORKERS' COMPENSATION INSURANCE I) (This section need not be completed if the permit is for one hundred dollars ($100) or less) ul :19 0 I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so auto become subject to the Workers' Compen satlon Laws of California. NOTICE TO APPLICANT: If, utter making this Certificate of 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. U, C 0) 0 0. 0, C tiEr RALI POINT PFN ONlY A PRFEE IIIARIN APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. or f" 0 I hereby affirm that there Is a construction lendin agency for the performance of the work for which this per ol nit is Issued (Sec. 3097, Civil Cede) zi WI Lender's Name---- _J L Lender's Address - CARLSBAD BUILDING DEPARTMENT -r APPLICATION & PERMIT Carlsbad, California 92008-4859 ADDRESS - AV, ST. RD. NEAREST CROSS ST. . DA JF APP I TI BUSINESS LICENSE # VALUATION PERMIT NUMBER /2 /1 LOT I BLOCK VBDI VISION I ASSESSOR PARCEL NO. OR -rtc Á 14 bNTRACTORSPHONE# ZONE - crE 4JDtt.A OWNER'S NAME ______________________________________ OWNER'S PHONE ________________________________________ CONTRACTOR'S ADDRESS STATE LICENSE NO. BUILDING SO. FOOTAGE - OWNER'S MAILING ADDRESS ri ID 9 6r4 L P4 DESIGNER DESIGNER'S PHONE OF WORK Z. -St' 5Qt4, 0 [DESCRIPTION DESIGNER'S ADDRESS STATE LICENSE NO. i I F/P FLR ELEV. NO 0CC GP- JORIES (7LEAp YO NO ,e3 I/29/ao .riT 69i.i 12 - I - . PARKING SPACE E UNITS GRADING PERMIT ISSUED REDEVELOPMENT AREA I d TYPE ICONST 0CC LOAD FIR - I ' 17 I / N o - I vofl I I 2'4/ YO vO lSscj?Valid Unless Machine Certified - QTY. PLUMBING PERMIT ISSUE F QTY. MECHANICAL PERMIT- ISSUE ' NUMBER EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100,000 BTU . — BUILDINPRM1T.,JJ EACH BUILDING SEWER 100,000 BTU _OVER . SIGN PERMIT 001-8f6O0 _________________ EACH WATER HEATER AND/OR VENT 2 BOILER/COMPRESSOR UPTO3HP PLAN CHECK 001-810-00-00-8806 5" EACH GAS SYSTEM I T04'OUTLETS BOILER/COMPRESSOR 3.15 HP , TOTAL PLUMBING 001-810-00'00'8222 EACH GAS SYSTEMS OR MORE , METAL FIREPLACE , ELECTRICAL 001-810-00-00-8223 EACH INSTAI.., ALTER. REPAIR WATER PIPE - VENT FAN SINGLE DUCT ."" MECHANICAL 001-810-00-00-8224 Ar EACH VACUUM BREAKER --=---. ,f'. j MECH EXHAUST - HOOD/DUCTS 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 'kr- STRONG MOTION 880-519-92'33 ___________ - TOTAL MECHANICAL . I FIRE SPRINKLERS 001-810'00-00-8227 - _________________ ______________________ TOTAL PLUMBING I PUBLIC FACILITIES FEE 320-810-00-00-8740 OTY. ELECTRICAL PERMIT- ISSUE 5' QTY. MOBILE HOME SETUP BRIDGE FEE '3 PARK-IN-LIEU (AREA NEW CONST EA AMPSWTBKR /a2 _____________ CAR PORT _____________ TIF 001-810-00-00-8835 I PH 3 PH , AWNING . LICENE TAX 001-810-00-00-8162 EXIST BLDG EA AMP/SWT8KR GARAGE I PH 3 PH , ..'MFF/) 880-519-92-57 — REMOOELALTER PER CIRCUIT - TEMP POLE 200 AMPS OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) CREDIT DEPOSIT <33-v —, TOTAL ELECTRICAL — TOTAL 11 TOTAL FEES PAYABLE // IS — I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued by the Building Official under the provisions i,'tlris * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY Ub1DER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I Code shall expire by limitation and become null and void If the building Or wurk V111" DEEP AND DEMOLITION OR COdSTRUCTION OF I authorized by such permit Is not commenced within 180 days from the date of such STRUCfl,JRES OVER 3 STORIES IN HEIGHT DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permI, or if the building or work authorized by such permit is suspended or ISSUED: TO COMPLY WITH ALL CITY. COUN1Y AND STATE LAWS GOVERNING BUILDING CON I sb' nod at any time after twork is commenced bra period of 180 days ________________________________________________ STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND AP LI OWNE CONTRACTOR 0 APPRO ED BY EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE n A BY PHONE 0 . _______ GRANTING OF THIS PERMIT 4 0 TYPE I DATE I INSPECTOR BUILDING - I FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEILLING SHEATHING 0 ROOF 0 SHEAR 'J/1/P FRAME EXTERIOR LATH / INSULATION INTERIOR LATH & DRYWALL PLUMBING - O SEWER AND BUCO 0 PJCO UNDERGROUND 0 WASTE DiWATER 7//,t 4 TOP OUT 0 WASTE 0 WATER TUB _______ TUB AND SHOWER PAN GAS TEST ,//pj 7' O WATER HEATER 0 SOLAR W1ATER ELECTRICAL O ELECTRIC UNDERGROUND E1 UER ROUGH ELECTRIC O ELECTRIC SERVICE 0 TEMPORARY O BONDING 0 POOL MECHANICAL 0 DUCT & PLEM., 0 REF. PIF HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPEC FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS I I V WHEN ALL APPROPRIATE BEEN APPROVED. E FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES INSPECTION - REO. IF CHECKED INSPECTOftS DATEAPPROVAL M,/<. Ate- PRIOR TO FOUNDATION INSP SOILS COMPLIANCE STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE c FIELD WELDING_ HIGH STRENGTH BOLTS -. SPEC IAL1ASONRv PILES CAISSONS I I I "41 FINAL BUILDING INSPECTION . PLAN CHECK NUMBER: DATE: 47 PROJECT NAME: . . ADDRESS 224 tv PROJECT NO.: - UNIT NUMBER: PHASE NO.: TYPE OF UNIT: Af d V NUMBER OF UNITS:. CONTACT PERSON: . . . .1 CONTACT TELEPHONE: . . . . . ' . .... . . . ~6S— INSPECTED DATE BY: "0000000 7 INSPECTED: APPROVED I APPROVED INSPECTED - . - -.. DATE BY: -_- INSPECTED: -. APPROVED DISAPPROVED INSPECTED DATE . . . BY: ._ . INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: S . -V . . . . -. V. •••: S S S 5 I . S • (.5 . 0. Rev. 1188 WHITE Suspense BLUE Water District GREEN Engineering CANARY UEs PINK: Planning G LID: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER 86-334 DATE 3-16-87 PROJECT NAME: ADDRESS: 2624 ,UnicornioXXXX . PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.: TYPE-OUNIT: sfd NUMBER OF-UNITS:' CONTACT PERSON Sommer CONTACT TELEPHONE 431-0822 all dent INSPECTED, DATE APPROVED V'7 DISAPPROVED INSPECTED DATE . BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED •. DATE BY: ________________________ INSPECTED: ____________ APPROVED DISAPPROVED taMea1i MAR COMMENTS: Engineering Department 1 9 1987 (6 19) 48b7 • - .••.- t MAR I U 19131 1 111111 .1 . - -. ________ * COSTARVA ' - .'- - Rev. 1186 WHITE Suspen a BLUE: triater District REEW Engineering CANARY Utilities PINK Planning',,GOLD Fire FINAL BUILDING INSPECTION ••• . PLAN CHECK NUMBER: 86334 DATE: 3-16-87 PROJECT NAME: ADDRESS 2624 U7u6ornio9XXXX PROJECT NO ______________ UNIT NUMBER ______________ PHASE NO TYPE OF UNIT sfcl NUMBER OF UNITS 1 CONTACT PERSON Sommer CONTACT TELEPHONE:'431-0822 all dent INSPECTED BY: INSPECTED: DATE APPROVED _____ DISAPPROVED INSPECT DATE APPROVED _____ DISAPPROVED INSPECTED DATE INSPECTED:•• APPROVED _____ DISAPROVED COMMENTS JAf2) Rev. 1186 WHITE Suspense BLUE Water District EngIneering CAARY Utilities PINK Planning GOLD Fire ESGIL CORPORATION 9320 CHESAI'EAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560.1468 DATE: JURISDICTION: LIT\/ OF— PLAN CHECK NO: 51341J2E PROJECT ADDRESS: 2.(,2..Y (.flJI_oiafJiQ PROJECT NAME: ¼)t*J+J .OJ'.-1N.P--- PLAN CHECKER 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 RM with the jurisdiction's building codes when minor deficien- JR identified Lc3 jIJtDE42.- M4are 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 for your information. 0 The p:lans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl 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: fl Esgil staff did not advise the applicant contact person that plan check has been compl.te4 Esgil staff did 1 se a p(icant that the plan check has been comPletPerso).#ontacted: j)p. Date contacted: 1z..o/(' Telephone #FbL4fl7-fE*JT4-/L.. REMARKS: TO P2F_M/&1E. KJtT7j4. r I By:j4fl(7J4, (7. 4uEnclosures.: ESGIL CORP01ATION 3/2c)fg - AV ESGIL CORPORATION 9320 CHESAI'EAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619) 560.1468 JURISDICTION: fl-\J Oi. PLAN CHECK NO: PROJECT ADDRESS: hVj UMl(.O.?JO PROJECT NAME: 300LJ 4L$— APPLICANT IUTRTTD~ICTION PLAN CHECKER FILE COPY UPS DESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. S 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 identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The p:lans 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: .J0I4k) ncommEJ ) 1707 L) ALADJ LA T2DOP D 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: Jo14)J 3oi--EJ_ Date contacted: hoh)G Telephone #_L13(2, qzci REMARKS: By: JA 44LLjnc los ureS :____________________ ESGIL CORPORATION PLAN CHECK NO:___________ JURISDICTION: UN OF- .ALS)DATE Enclosures: W ,YVTTO )' PROJECT ADDRESS: 2621/L))JiW$J10 TO: .)rFJ 7.flC4 Ai5 CtFY_ON- _7Z.bOP Date plans received by jurisdiction______ Date plans received by plan checker_f/ii)?b Date initial- plan check completed/IS16 by1F 5CL$ FORWARD:PLEASEREAD 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. The approval of the plans does not permit the violation of any state, county or city law. A. PLANS (?J 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: 4L...JQJAr7tL)_17-tD£.t' JP.AJeL g_ 2QP 2 To facilitate rechecking, please 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. APPLICANT COPY O JURISDICTION COPY PLAN CHECKER COPY FILE COPY iIr zU mm-AI I N.... -J HBO _ - -1i-Ju 4JI1371 4 'I flIE )OLL4DG 1CM SPECIFYDIG MAI3AICRY RUIRS SUOULD BE flRPCRAI3) ON PLAN OR CDNrArM wTflffl4 JOB SPECIFICATION UoaMF2rlS. MANDATORY EN2CY (NSERVATION RJIflS OF TME S= OF CALDtRNTA 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. 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 backdraft 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, lii, 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. 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 minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20-106(d). Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. (it.) Showerheads 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 I, 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 must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. Form ECH 3/5/86 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JUL'/ IB) lC JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: a3t-J =---- PROJECT ADDRESS: 2-4 u)Ico2jJIt) APPLICANT JURISDICT FILE COPY UPS DESIGNER R PROJECT NAME: jOl4..4 .-1fr1i-- D 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 identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith in is the jurisdiction's copy 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: I70 9 q-7 00S 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: -.H4--I LEFT -trc- 73k' Date contacted: Telephone #'-13B 9Zf REMARKS: BY: ENCL: IL CORPORATI TRLEP0NENO. LI,B-73G' PROJE ADURS: .U,2LI Uf.J I oJ.Jl (2 Date plans received by Esgil Corporation: Date initial plan check completed: ifri By: TNIJPV Applicant contact person: *JF HNEJ& Telephone: 48-736 FOREWORD: PLEARE 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. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1982 UBC (eff. 7/1/85) 1982 UPC (eff. 10/1/85) 1984 NEC (eff. 10/1/85) 1982 UMC (eff. 3/1/85) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items 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), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. S PLAN C1M1XZ W. k JURISDI(ION: Cli'! OF CARLSBAD PLAN COMMMOIN SBE STh.E FAMilY AND DOPM IBIELLThGS Date plans received by jurisdiction: To speed 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. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 A. PLANS Qra Please make all corrections on the original cings 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. 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) 1. ,I/ Plans, specifications and calculations shall be signed by a California state licensed engineer or architect. (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). Qe Provide a statement on the Title Sheet of plans that this project shall comply with Title 24 and 1982 UBC, UMC, and UPC and 1984 NEC. 7. Submit fully dimensioned plot plan drawn to cale 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 and approximate finish floor elevations for all structures and show elevations at all lot corners. Section 302 (c). (I I=,- T1*E1 2 3/25/86 Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). B. FIRE PYIE(ION 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 1109 (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 5201 (a) 7. Projections, including eaves, shall be one-hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 31 setback area from the property line. Section 1710. ,/ Show location of permanently wired smoke detector, centrally located in corridor leading 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. D. XKUS, St&I1JAYS, AND RAILINGS ,XC'Floors, above the second story shall have not less than 2 exits. 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. Section 3304 (a). )a'Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings 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. ,/ Provide stairway and landing details. Section 3306 (b) & (c). Maximum rise 8" and minimum run is ,/Minimum headroom is 61611. ,/' Minimum width is 30". Q..1ihandrails per Section 3306 (j), shall satisfy the following: )r("Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g). A door may open over a stairway landing provided thedoor, in any position, does not reduce the clear area of the landing in the direction of stairway travel, to less than one-half the required width of the stairway. Section 3306 (g). 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 3304 (Ii). )rovide details of winding stairway complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 30 inches. )4 'Provide spiral stairway details, per Section 3306 (f): () Provide handrail for stairways with 4 a. Minimum run is 7 1/2 inches measured or more risers. C)).) flF.- at a point 12 inches from where the treads are the narrowest. Handrail shall be 30" to 34" above the nosing of treads. handgrip portion of handrail shall be not less than 1 1/4" nor more than 211 -in cross-sectional dimension. (See attached). 4 3/25/86 b. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches. stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Spiral stairways must have a clear walking space of 26 inches between the column and handrail, show dimension. Section 3306 (f). ,JciC';rovide 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 shall be done under special inspection per the approved fabrication plans. Section 306 (a) 4B and Section 306 (f). ,Ivf'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). stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). ,kT 'The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). E. FMOFM roof slope. )9Ioof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). 50. Specify roof material and application. pter 32. Vr Specify I.C.B.0. or U.L. approval number roof materials not covered in U.B.C., e.g., tit1, etc., Section 107. 11L 5 3/25/86. 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 3201 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3201. Q56. Provide skylight details to show compliance wi Sections 3401 and 5207 or provide I.C.B.0. approval number. Plastic skylight must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic.ventilation. Minimum vent area G 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). F. NASMW Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show veneer support and connections in 'Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction- to be per attached sheets 30-1 or 30-2. Show height and construction details of all masonry walls. Chapter 24. flf'Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) B. Show floor and roof connections to masonry walls. Connection shall resist 200 poundsper lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. )4"Provide details for damp proofing the foundation walls, below finish grade, where useable 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. 7i : iIi1,1 ; 1 Garage requires one-hour fire protection on the garage side of walls and ceiling coon to the dwelling. Table 5. B. Section 503 (d). Qclu All elements supporting floor above garage, ding walls supporting floor joists, to have one-hour fire-resistive protection on the garage side. Seption 503 (a). E_. C.0L4.E_"flD"' *i-!B9 Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Openings between carport and residence require self-closing doors and stationary windows. Section 1214. )"Show garage framing section, size of header over garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns if required. chapter 23. NOTE: Maximuth shear panel ratio of height to width is 3 1/2 to 1. Table 25-I. Doors may open into the garage only if the floor or landing in the garage is not more than 1/2" lower than the door threshold. Section 3304 (h). 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). H. FOUNDATION xsijui () 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). Qa The foundation plan does not comply with soil report recommendation for this project. 'Please review the report and modify design, notes and details as required t % o show comiance. - t...O ,7( Provide notes on' the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. J01100,Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 6 3/25/86 The soils report recommends 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 bankfilled and compacted, and; the foundation excavations, formings and reinforcements comply with the soils report and approved plan". Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. ~)foundation If cut or fill slopes exist, show distance to edge of cut or fill slopes and show steepness and heights of cuts arid fills. Chapter 29. CE.E.... ) Note oJV n plans that wood shall be 6" minimum above finish grade. Section 2516 (c) 7. )Z'('Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundation per U.B.C. Table 29A: Floors Supported* Steinwall Width Depth 1 6" 12" 12" 2 all 15" 18" 3 10" 18" 24" ,81C'how foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (e). Quf Specify size, I.C.B.0. number and acturer of power driven pins. Show edg and end distance and spacing. Section 306 (f). If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). 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) 2. G89. Show adequate footings under all bearing .walls and shear wall . Sectjon 2907 (bL. ____ t'L)170JLfl (— C... .J Show on the elevations, stepped footings for slopes steeper than 1:10. Section 2907 (c). minimum 18" clearance from grade to ~/Otto:howof floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c). 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). *Foundations may support a roof in addition to the floors. Where only a roof is. supported, use foundation for one floor. 7 3/25/86 e9z" Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). I. FRANIIE eud Show wall bracing. Every exterior wood 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 2 17 (g) 3. eLo ,9( 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 in line. Sec. 2506 (g). QOor Show blocking at ends and at supports of joists, and for rafters at exterior walls. Section 2517 (d) 3. /Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). KOU Show double joists. Floor joists shall be d under bearing partitions running parallel with the joists. Section 2517 (d) 5. 01. Bearing partitions, perpendicular to j sts, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. (- -)C lTE_ 9) 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 2511 (h) 4. Show rafter purlin braces to be not less than 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). 05. Show double top plate with minimum 48" 1 splice. Section 2517 (g) 2. 0 Ql Show nailing will be in compliance with e 25-Q. 107 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; C. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line 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. )98'Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 x 4 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. G 5HDO , "v,-) 16T- '5Tp&_N AJQ 21"-W pJ.-L.L QiQ-i.cE.O. (L.EJ 9...3 f-f fr.'l pJor- t 0' I = " -' ptLJ=. NO. Al: -E )IP-E. 3>< F --)O o T7J 3/25/86 X Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to erection. Section 306 M. 011. Detail all post to beam and post to ooting connections and reference the detail to the plan. Section 2516 (in). (Detail shear transfer connections, ) 9including roof and floor diaphragms, to shear walls. Section 2513. (9EE... LOW) 9113 Specify nail size and spacing for all s ear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, .1, K) and Section 4713 (d). y4( Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. e Provide truss details and truss ulations for this project. Provide roof framing plan and floor 'framing plan. Section 302 (a) 7. , )rirovide framing sections through Section 320 (a) 7. "pecify all header sizes for opening over 4 wide. Section 2517 () S. (S Provide calculations for main vertical and d horizontal framing members and post footings. Section 302 (a) 7. 10 )O'irovide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. ,)&I. on the plans all structural requirements developed in the structural calculations. / 2 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. 123. Individual concrete or masonry piers shall p oject 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. , A'-'ion 2516 i't> lb A.LJ u k2 p) itJr TO ri O%L ),121 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). ).2(ilood stud bearing walls, with studs at 24" o.c., require 3 em. 2 x 4 or 2 ea. 2 x 6 or 2 ea. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o.c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. 0127. Specify plywood grade and panel i entification index. Table 25- goof=r-c1- - E.. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than lie" framing shall be solid blocking. Section 2517 (g) 4. 7 9 3/25/86 )2d'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. 131 Show plywood sheathing over exposed eaves, o other weather exposed areas, is exterior grade. Section 2516 (g) 3.6t)( 01L-1MWN"-1— Se ' iLul-EJ, Show a weepscreed at the foundation plate on all exterior and stud walls to be stuccoed. Section 4706 (e). 0ect Show corridor width to be minimum 36". ion 3305 (b). .EL-J€.L..O%'J Specify truss layout for 30" x 30" attic access. 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 support. Section 2501 (b). J. MANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 137 Show the size, location and type of all tine and cooling appliances or systems. Show source of combustion air to furnace, per Chapter 6, UMC. /9- 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, Section 1211. 10 3/25/86 Show minimum 30" deep unobstructed working 4pace in front of furnace. Section 505, UMC. Dufacturer's Note on plans, clearances to be per listing. Section 504, UMC. Furnace shall not be installed under any 'stairway. Section 704, UMC. rbMoom shall not be installed in any 6edroo 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. F31r . Show I.C.B.0. approval number for prefab eplace. Show access to the attic or underfloor 1furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. Note that passageway to the attic furnace shail be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708, UMC. )Jd ' Show permanent electrical outlet and lighting fixture controlled by a switch for the atticfurnace. Section 708, UMC. y.e 'Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. () 149 Note on plan: Gas vents and noncombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. ZJ RLMMICAL (NATIONAL ELICAL Q)DE) All wiring shall comply with the National Electrical Code. ; Show on the plan the amperage of the 0 trical service, the location of the service anel and the location of any sub-panels. Show location of all electrical receptacles. 152 Electrical receptacle locations and/or s c . ing is not adequate in /3- Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrooms, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC, Art. 210-8. Note electrical system ground to be prôvided per NEC, Art. 250-81., L. PLUNBThG (wtu'u1( PUJMBING ZDI) Oplans. Show water heater size, type and location UPC, Section 1310. Show source for providing combustion air to fuel burning water heater. If wall opening 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. 11 3/25/86 Fuel combustion water heater shall not be installed in bath' or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. "Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. 160. Show T and P Valve on water heater and s w route of discharge line to exterior. UPC, Section 1007 (e). Q Q 161 Provide dryer vent to outside. , Section 1903. . Note on the plan that hose bibbs and lawn s inkler systems shall have approved backf low prevention devices. UPC, Section 1003. 163 Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,024 sq. in. UPC, 909 (d). NOISE INSULATION (1XJPL) details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. ,~6~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. rovide insulation in walls and ceiling to achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 25. N. REGY CONSERVATION: PLEASE READ State regulations (California Admin. Code) require that the design satisy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. y6 Show on the Title Sheet of the plans, the required element of the alternative energy package that was selected, and next to each element show how you are complying with each element. If calculations were used, provide similar data on the plans. The plan sheet showing the required elements of the selected energy package, and listing the design elements showing compliance with that selected package, must be signed by either the owner or a licensed professional i.e., architect, engineer or contractor. A design professional must note his/her state license number. Section 1403 of Title 20. )M('Show on the plans the "R" value for the walls, floors, ceiling and related areas. Show double glazing as per Energy Design, on Glazing Schedule. Show on the plan how shading requirements are satisfied. The plans are not in compliance with the 'energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: Q Specify on the building plans all of the atory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". Qati Show the size, type, make, model and on of the space heating (or cooling) system and provide heat loss calculations if the output BTU/Hr. exceeds 45,000. 0. CARLSBIID S.F.D. & DUMCK SUPPLIEIIT 175 Energy conservation design should be for ne 7 . See attached energy packages. 176. Floor drains must have auto-prime ty policy). p Note exhaust fans cannot be ductless type y policy). 0 178.178. New residential units must be pre-plumbed 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). 180 All piping for present or future solar er heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). X. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 12 3/25/86 5182. Show on the Title Sheet on the plans, the i. ormation required by the attached Developmental Services Sheet 102683. All new residential buildings, including dditions, require a soils report. Please submit two copies. (c) Heavy timber framing, minimum 6" x 10" ~ns 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). 14c(, yor' e T?1 t uditional corrections, or on llowing .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, pleasecontact____________________________ 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 619/438-5525. Thank you. Enclosures: 13 3/25/86 - iz4iJ' - 1!b W [l5.dv5I—_ TOE FOLLJflG N= SPECIFYnr. MANDATORY RUIR4ERIS SIIOULD BE INCORPORATED ON FlAil SHXlS, OR CONThDiED W1N JOB SPECIFICATION DOCUMENTS. MANDATORY ENERGY CONSERVATION REGUIREMLYrS OF THE STATE OF CALIFORNIA 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. 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 backdraft dampers. (1) 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, lIe, 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. 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 minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20-11e06(d). Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than.25 lumens per watt. Showerheads 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. - (17) 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 24, Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter 4, 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. (18) For infiltration control all openings and penetrations must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. Form ECH 3/5/86 CITY OF CARL3BAO Table 7. Alternative Component Packages, Climate Zone 7 Building Measure Package Designation -- - - - - - - - INSULATION R-VALUE MINIMUM Ceiling 19 30 19 30 30 30 19 30 19 30 19 Wall 11 ii 11 11 IL 11 Li U 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 Ni NA HR HR Ni HR 7 HR Raised Floor 11 11 11 NA 19 HR Ni 19 19 11 11 Arrlc3 Ni HR Ni. REQ REQ REQ NH. REQ MR HR NR GLAZING Maximum U-Value 1.1 .65 1.1 .65 .65 .65 1.1 .65 1.1 .65 .65 Maximum Total Area Z NH. 14 14 20 20 20 24 20 24 HR. Ni Maximum Total Macsouth Area Z. 9.6NANA NA- NA. NRNRNRNR8.49.6 Minimum Total South Area Z 6.4 NR Ni HR Ni HR HR Ni Ni 5.6 6.4 RADING COEFFICIENT South-facing Glazing Ni Ni Ni Ni Ni Ni Ni Ni MR Ni Ni West-facing Glazing Ni Ni NH. Ni .36 HR. Ni Ni HR NH. NH. North-facing Glazing Ni Ni Ni Ni Ni Ni Ni NH. NH. Ni NR, East-facing Glazing Ni Ni MR Ni Ni NB. NH. Ni Ni Ni Ni BERMAL MASS EQUIVALENT Z Slab Floor Exposedi8 50 Ni NH. 25 5 25 25 20 15 Ni 50 NFILTRATIOU CONTROL Continuous Barrier Ni Ni Ni Ni Ni Ni NH. Ni NH. Ni Ni :lectrjcaj. Outlet Plate Ni Ni Ni Ni NB. MR. Ni Ni NH. Ni NH. Caskets fr-To-Air Heat Exchanger Ni Ni MR Ni Ni NH. NR Ni NE NH. Ni PACE HEATING SYSTEM Gas Furnace Seasonal Efficiency Z • HIM HIM HIM HIM MIN MIN HIM MIN MIN 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 B 3-9 C-70 AC? - itt'&te5 A 5 Table 17. Notes for Tables 1 through 16 LEGEND: NE - 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 - Heating system type allowed. 3. Whenever an attic is required, it must cov e r a t l e a s t t h r e e - q u a r t e r s (3/4) of the ceiling area over conditioned apace and b e v e n t e d . 7. In alternative component packages which req u i r e t h e r m a l m a s s ( o t h e r 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 floo r a r e a , c o u n t o n l y t h e f i r s t floor in conditioned areas. Uncarpeted fi r s t f l o o r a r e a s , s u c h a s linoleum or tiled entry ways, kitchens, bathrooms, and u t i l i t y c l o s e t s may all be counted towards this requirement. S. Thermal mass required for Packages E,1,2,3 and 4 m u s t b e e i t h e r equivalent to a slab floor covering one-fourt h ( 2 5 p e r c e n t ) o f t h e f l o o r area with a thickness of at least 2 inches a n d a v o l u m e t r i c h e a t c a p a c i t y of 28 3tu/ft3 °F (see below for surface ar e a o f m a t e r i a l s e x a m p l e s ) o r provide the minimum total mass capacity listed in Table 17. of Appendix A (use the Point System to calculate the mass for other materials). 4" brick Concrete block 90 pcf Concrete block 140 pcf Climate Slab exposed block density, 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 35 30 28. 23 22 11. For Packages 5 and 6 electric resistance and radiant heat i n g s y s t e m s shall have two or more separately controlled zones in each dwe l l i n g unit. Date* 7/14fb Prepared byt i-; CITY OF CARLSBAD Bldg. Dept. VALUATION AND PLAN CHECK FEE o Esgi]. PLAN CHECK NO. No 3Y-1 BUILDING ADDRESS _2.V4 JoEJ.J1O APPLICANT/CONTACT JDkJ PHONE NO. Lt BUILDING OCCUPANCY _2/ M I DESIGNER PHONE__ TYPE OF coNSTRUCTIoN _I.J CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE - T#c / Do 41 cBj e, L4 t:)-7 9 4 iEEF Pcc4 4 Lc(z) 4 'ft &000 Air Conditioning Commercial Residential Res. or Comm. Fire_S,rinkler Total Value 4j z _)5)L)5 s Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) (:)Handicapped Regulations (Fee x 1.065) Building Permit Fee $ Plan Check Fee $ $ 3510,2.0 C 0 M MEN TS? 0/4/82 Project No. 71-7-17D -2- October 19, 1972 La Costa Land Company Test Number Week Ending 361 to 404, inclusive October 2, 1971 405 to 456, inclusive October 9, 1971 457 to 507, inclusive October 16, 1971 508 to 538, Inclusive October 30, 1971 539 to 570, inclusive November 6, 1971 571 to621, inclusive November 13, 1971 622 to 675, inclusive November 20, 1971. 676 to 701, inclusive November 27, 1971 702 to 771, inclusive December 4, 1971 772 to 835, inclusive December 11, 1971 836 to 905, inclusive December 18, 1971 906 to 924, inclusive December 25, 1971 925 to 930, Inclusive July 15, 1972 931 to 935, inclusive July 22, 1972 The final results of tests and observations indicate that th e c o m p a c t e d f i l l e d g r o u n d h a s b e e n placed at 90 percent of the maximum dry density or gr e a t e r . I t h a s b e e n d e t e r m i n e d t h a t t h e . fill materials, compacted to 90 percent of the maximum dr y d e n s i t y , h a v e a s a f e b e a r i n g v a l u e of 1930 pounds per square foot for one foot wide continuo u s f o o t i n g s f o u n d e d a t a m i n i m u m depth and placed five feet or more Inside the top of com p a c t e d f i l l e d g r o u n d s l o p e s . I f f o o t i n g s 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 h o r i z o n t a l t o 1 v e r t i c a l l i n e p r o j e c t e d outward and downward from a point 5 feet horizontally i n s i d e t h e t o p o f c o m p a c t e d f i l l e d ground slopes. Tests indicate that the compacted filled g r o u n d i s a d e q u a t e t o s a t i s f a c t o r i l y support the proposed wood frame dwellings without detr i m e n t a l s e t t l e m e n t s . Expansive clay, silty clay, and sandy clay soils were p l a c e d i n t h e u p p e r t h r e e f e e t i n c e r t a i n compacted fill areas and also exist in the upper three f e e t b e l o w f i n i s h e d g r a d e i n c e r t a i n c u t areas. The final classifications of the soil conditions exi s t i n g o n e a c h l o t a r e p r e s e n t e d a s follows: To A - Critically Expansive Soils Lots 413 t6430, inclusive 432 to 435, Inclusive 437 to 441, inclusive 446 to 450, inclusive (452 to 454, inclusive 45 o 466, inclusive 470 Do 487, Inclusive 489 to 510, inclusive / 512 to 527, Inclusive Lots 531 to 534, Inclusive 536 to 540, inclusive 543 to 55 , clusive 554,556, 7 558 563, 564, 570, 574 575, 576 578 to 581, inclusive 584 BENTON ENGINEERING. INC. Project No. 71-7-17D -3- October 19, 1972 La Costa Land Company Type B - Marginally Expansive .Soils Lots 431 and 436 442 to usive 45 V445 45 clusive 467 inclusive 488, 511 Lots 528, 529, 530, 535 542, 555, 560, 565 566, 568, 569, 571 572 and 573 Type C - Nonexponsive Soils Lots 541, 553, 559, 561, 562 567, 577, 582, and 583 It is recommended that the following special design and precautions be taken for the h o u s e s t o be constructed on the above lots in order to minimize the possible damaging effects d u e t o differential movements of the potentially expansive soils: Type A Lots Avoid the use of isolated interior piers Use continuous interconnected reinforced footings throughout, and. place these 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 one #5 bar at 3 inches above the bottom of the footings and one 15 bar placed 1 1/2 inches below the top of the stems of the footings. Exercise every effort to assure that the moisture content of the soils in Mossrivpr R R1 the upper 18 inches below finished grade is 1 percent to 3 percent greater PRei'i SeiW'e,vr.rc.. than optimum at the time of placing foundations and slabs. t -Q it ,PeP. Raised wooden Floors that span between continuous footings are best, or use concrete slabs with at least 6x6 -10/10 welded wire reinforcement and a minimum of 4 inches of crushed rock 3/4 to 1 inch in size beneath all concrete slabs. A moisture barrier should be provided over the crushed rock and this should be covered with 2 Inches of sand below concrete slabs. Separate garage slabs from perimeter footings by a 1/2 inch thickness of construction felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings. Assure complete separation by extending the felt over the full depth of the front thickened edge of !he garage slab. Also, cut off the garage door stops at least 1/2 inch above the slab. BENTON ENGINEERING. INC. .24 i71-7-17D -4- October 19, 1972 La Costa Land Company I Z40"J ProvIde positive drafne away from all perimeter footin wIth a vertical fall of at least 6 inches in a horizontal distance of 5 to 6 Feet outside the house walls. DA( 77g P , J Prr#f /its, Type B Lots Than lots listed 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 04 bar placed as directed (above) near tops and bottoms of all interior and exterior Footings may be substituted for the 05 bars recommended for Type A lots. Recommendations 3 to 6, inclusive, as listed for the Type A lots, are also applicable to the Type B lots. Only nonexponsive soil conditions were observed in the upper three feet on the Type C lots and therefore specially designed footings and slabs will not be required on these lots. Respectfully submitted, BENTON ENGINEERING, INC. R. C. Remer Reviewed by k,- Philip H. Benkn, Civil Engineer Distr: (4) Mdressee (1) Rancho La Costa, Inc. Attention: Mr. Burton L. Kramer Rick Engineering Company San Diego County Building Inspection, Vista Office (2) Department of County Engineer (1) Attention: Mr. H. M. Taylor (1) Attention: Mr..Joe Sovella (2) City of Carlsbad Department of Building Inspection RCR/PHB/ew BENTON ENGINEERING. INC. LOG. SAN MABLX)S UNIFIED SCHOOL DISTRICT PROJECT SERVICE AVAILABILITY LETTER APPLICANT:JOHtJ N Dc f.1 liA 'rL fl E f2 Phone No. (i i) 43S 4 ZS9 Address: M 2t,24 Owcprhio ,Car LrL CA OWNER: JbHNJ S OOfJNA flE(2. Phone No._____________ Address: AflE OJECDESCRIPTION oject Nam: '7j)fl fl E (2.. oject located on Assessor's Parcel No.(s): ( Attach legal description if necessary) Tract No. (check one or mere) E Minor Subdivision (TPM) 17 Major Subdivision (mi) Project Address/Location 224 Un ibr ii tp Assessor's Parcel Numbers 1 ME 3.1 I I III I ILD 2.1 I II I I i[:[] 4. I I I II 1 I Housing Type No. of D.U.'s No. of Bedrocss Single Family I Multiple Family Mobilehome Units Owner/applicant agrees to reconfirm this project with the issuing school district every 6 months unless such action is not required by the district. District Phone 619-744-4776 Owner/applicant understand that the certification for school service contained in this Project Service Availability Letter is no longer effective if the project is disapproved or if the con- ditional project approval (subdivision, permit, or other conditional use processes) expires. The information I have provided is correct. APPLICANT's SIGNATURE i2)bVYfl4.'3YVvn'u2f Date ) f Zd1 I SAN MAR(XS UNIFIED SCHOOL DISTRICT CERTIFICATION OF SCHOOL AVAILABILITY OR NON-AVAILABILITY M: School Districtd& Grades Served: D School services and facilities are ccnmitted for this project. Services will be available concurrent with project need based on a secured agreement with the developer which has adequate financing and clear intent. The termination date of the document is: See attached copy. The undersigned school district hereby certifies that it will be able to provide adequate V school services and facilities to the above described project concurrently with the need of such project. Owner/applicant has paid the required developer's fee. The undersigned school district hereby certifies that it will not be able to provide adequate school services and facilities to the above described project concurrently with the need of such project because DISTRICT REPRESENTATIVE'S SIGNATURE itZ%._t.f5 rete_/86: TITh &/ch,7gi29e_7çii#77 PINK-OWNER/APPLICANT Jft. 1Ir San Marcos Unified School District 270 Son Marcos Blud., San Marcos, California 92069-2797 619-744-47 76 MEMORANDUM OF AGREEMENT - REFERENCE: . We, the owner or agent for the owner of the above-reference.., property, hereby agree to pay'$ as a fee which will satisfy the requirements for school facilities dedication of land and fees. In exchange for this fee, the District will execute the availability form for the-above-reference property. - - John & Donna Sonner - $2822 - NAME - AMOUNT RECEIVED 2624 Unicoi-nio - Cecilia Leonard 8/29/86 STREET BY Carlsbad, Californj-a.92008 - - 8/29/86 CITY - DATE 438 4259 - - TELEPHONE - SOMMER CONSTRUCTION - 674 1709 CATALPA PH. 619-438-7366 CARLSBAD, CA 92008 90-7101/3222 - 19c PAY TOTHE ORDER OF _'74 I $ - A ',I ; / jj _j 6=0 — cD—,J -' DOLLARS Great AmericaI' L I t First Savings Bank I —I 1443 Encinitas Boulevard '.. J Encinitas, Calitornla 92024 F0R_2t7-1 - II20006?i,u--I:3222?L0: OL.I 2 3LG1" EXHIBIT 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) where a connection 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 Sommer MAILING ADDRESS: 1709 Catalpa Road Carlsbad.. Ca. 92008 PHONE NUMBER:_____________________ SERVICEADDRESS: 2624 Llnicnrnio Street TRACTNAME/NO. L.C..M. # 3 LOT#_470 ASSESSOR'S PARCEL NO.: 215-3511-46 TYPE OFBUILDING SF0 NO./UNITS_1 CONNECTION FEE: $ LATERAL SIZE:_____ EXTRA FOOTAGE: @ $ lFoot_______ EXTRA DEPTH: @$ /Foot_________ LATERAL FEE___________________________ INSPECTION DEPOSIT $ 50.00 PRORATED SEWER SERV. FEE 57.00 TOTAL $107.00 PAID BY: CASH CHECK#_656 The undersigned hereby agrees that the above information given is correct and agrees to the conditions as Supple. to 7-16-86 W. Roehl 9823 Owner Date Rec'd. By Account No. A) LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name Julio._A. Land.oni Phone No. 481-9839 Mailing Address l3547_ Mango Qda__ Set-vice Address: Ilni cania.S.tte.e.L_. Tract Description: _lot 47n, wc Assessor's Parcel No. iccn-4 Type of Building Si nqle Emily No. Units i Connection Fee $600.00 Lateral Size: 4" - 6" - 8" Saddle - Easement Connection (pre-pd 200.00) @ $ Lateral Fee Prorated Sewer Service Fee Total $1c0.oO Extra Footage: @ $________ Extra Depth: Amount Rec'd Ck. No/Cash . Date 8c9 Rec'd By The application must be signed by the the property to be served. The total time the application, is submitted. owner (or his authorized representative) of charges must be paid to the District at the 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 ofthésewer pipeline (building sewer) from the appli- cant's plumbing to the point in. the street (or easement) where a connection 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 COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. . Su 'c, Ii .i/ /I.Il4k A&4;. 2? '7?. D//2— Qt '4 / Owner's Signature Date Account No.