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Home My WebLink About1650 SAINT JAMES CT; ; 87-547; PermitI hereby affirm that I am licensed under i provisions of Chapter 9 (commencIng with u Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I hereby affirm that I am exempt from the Conhrac' I tom's 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 file a signed statement that lie is licensed pursuant to the provisions of the Contractors I License Law (Chapter 9 commencing with Section 7000 at Divisiso 301 the Business and Pretensions Code) or that is ex ' empt therefrom and the basis for the alleges exemption Any I violation 01 Section 7031.5 by an applicant for a permit sab' teds the applicant to a civil penalty of not more than live hun- dred dollars ($500). I I, as owner of the property, or my employees with wages as their solo compensation. will do the work, and the struc' I tare is not intended or shored for sale (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an owner 01 property who builds or improves I thereon and who does such work himself or through his own .employees, provided that such improvements are not intend - d or uttered for sale, It, however, the building or improve- ment in sold within one your of completion, the owner-builder will have the burden 01 proving that he did not build Or im- prove for the purpose 01 sale). I I, as owner 01 the property. am exclusively contracting With licensed Contractors 10 construct the project (Soc. 7044, I Business and Professions Code: The Contractor's License Law does not apply loan owner 01 property who builds or im- proves thereon, and who contracts far each projects with a I contractor(s) license pursuant Is the Contractor's License Law). II As a homeowner lam improving my home, and the 10110w ing conditions exist: I. The work is being performed prior 10 sate. I I have lived in my home for twelve months prior to completion of this work. I have 001 claimed this exemption during the I last three years. 0 lam exempt under Sec. ___________________ , B & P.C. ) for this reason I hereby 011dm that I have a certificate 01 consent to soll.insure. or a certiticate 01 Workers* Compensation In. surasce. ore certified copy Itioreol (Sec. 3800. Labor Code) POLICY NO. COMPANY Copy is tiled with the city Certified copy is hereby furnished I CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE I (This section need 001 be completed it the permit I is for one hundred dollars ($100) or less) oI certify that in the performance olive work for which i this permit is issued. I shalt not employ any Person in any manner so as to become subject to the Workers' Compen' I sation Laws 01 California. NOTICE TO APPLICANT: If. alter making this Certificate I 01 Exemption. YOU Should become subject to the Workers' Compensation provisions 01 the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. I hereby affirm that there is a construction tending I agency for the performance of thework for which this per. I mil is issued (Sec. 3097, Civil Code) Lender's Name.,,,.,. Lender's Address, g Isa 0 "a m Ml z 31 'U a Z Ml —J a, CD C') a) 0. U) C a) USE BALL POINT PEN ONLY S PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 JOB ADDRESS AV. ST. RD. THOMAS BROS NO. ' DATE OF APPLICATIONI BUSINESS LICENSE A VALUATION PERMIT NUMBER 1165O ST JAMES COURT I '//'?7 I - 164,433 BLOCK I ASSESSOR PARCEL NO. CONTRACTOR .. CONTRACTORS PHONE a 87-547 ZONE 205-060-CO I -61 OIJNER'SNAME I GUP COAJST. OWNER'S PHONE z fScE. I CONTRACTOR'S ADDRESS STATE LICENSE NO. BUILDING SO. FOOTAGE cA ' 1. L.447,27 OWNER'S MAILING . . DESIGNER DESIGNER'S PHONE to ION OF WORK truction two story residence with DESIGNER'S ADDRESS STATE LICENSE NO. r garage and balcony F/P FLR ELEV. NO I OCCGP EDU I STORIES 0005 12/02 0101 02BIdPt 9165.2 YR NO I 2 _______________________________________ R3 I - CENSUS TRACT RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT I TYPE 0CC LOAD I FIRE SPR PA , ACE AREA • I CONST I V N 0 - I YO N3( I V N I v)J N( Not Valid Unless Machine Certified QTY. PLUMBING PERMIT . ISSUE 7d. OTY. MECHANICAL PERMIT. ISSUE SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP 7 .• :2= INSTALL FURN. DUCTS UP TO 100,000 BTU , BUILDING PERMIT 0O1'810-00'00'8220 V&P 7 oIl EACH BUILDING SEWER C. .O - OVER 100,000 BTU . SIGN PERMIT 001'810'00-00'8221 EACH WATER HEATER AND'OR VENT 2 - BOILER/COMPRESSOR UP TO 3 HP - PLAN CHECK 001'810'00-00'8891 9f EACH GAS SYSTEM I 104 OUTLETS 2.. .50 - BOILER/COMPRESSOR 3.15 HP , TOTAL PLUMBING 001-810'00'00'8222 f / OV EACH GAS SYSTEM 5 OR MORE , 2...- METAL FIREPLACE /3 .dV ELECTRICAL 001'810-0O'00'8223 ,5 .4 4"° 001-810-00-00-82241 ________________ EACH INSTAL., ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT . 5 MECHANICAL EACH VACUUM BREAKER "7 , - MECH EXHAUST HOOD/DUCTS . MOBILEHOME 001'810'00'00'8225 WATER SOFTNER , RELOCATION OF EA FURNACEIHEATER . SOLAR 001'810'00'00'8226 EACH ROOF DRAIN ONSIDE) ' DRYER VENT '5o STRONG MOTION 880'519'92'33 TOTAL MECHANICAL FIRE SPRINKLERS 001'810'00'00'8227 TO AL PLUMBING I I . PUBLIC FACILITIES FEE 320'810'00'00'8740 - QTY. ELECTRICAL PERMIT. ISSUE ,5 - OTY. MOBILE HOME SETUP BRIDGE FEE 360'810'00'00-8740 PARK-IN-LIEU (AREA NEW CONST (A AMPSWI BKR CE) CAR PORT 312'810-00'00'8835 00 4 I PH 3 PH I , - AWNING . 4tC:AA. j EJ'11'810.00.00.8835 EXIST BLDG EAAMP/SWTBKR , GARAGE . . FMF AID I PH 3 PH . . ' 15 75.5 / 6 REMODEL ALTER PER CIRCUIT 880'519'92'57 / 9o. TEMPPOL'E 200AMPS . I ty of CARLSDAD - - OVER 200AMPS . TEMP OCCUPANCY (30 DAYS) . JIEVE. )PMEHT PROCbikt CREDIT DEPOSIT -.-.z:7 .----- TOTAL ELECTRICAL or - — TOTAL ' TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration' Every permit issued by the Building Official under the Code shall expire by limitation and become null and void It the provisions of this building or work * AN OSIFUAlT IS REQdED FOR -EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I authorized by such permit is not commenced within 180 days from the date of such 30" DEEP AN Ø6TION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT I permil, or if the building or work authorized by such permit is suspended or STRUCTURES OV 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CONS abandoned UI any time after the work is commenced for a period 01180 days STRUCTION. WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AND AP T'S SIGNATURE * OWNERI kr KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND CONTRACTOR 0 A Df'ts / EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE £ BY PHONE GRANTING OF THIS PERMIT TYPE i DATE INSPECTOR BUILDING FOUNDATION I REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEILING SHEATHING 0 ROOF 0SI4EAR oe FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING O SEWER AND BUCO Li P1/C0 UNDERGROUND NfWASTE 0: WATER 4#4 41 TOP OUT 0 WASTE 0 WATER &.—_ TUB AND SHOWER PAN GAS TEST i )I.4L O WATER HEATER 0 SOLAR WATER ELECTRICAL ELECTRIC UNDERGROUND 4UFFER :•.tô O.(. ROUGH ELECTRIC I O ELECTRIC SERVICE 0 TEMPORARY O BONDING 0 POOL MECHANICAL DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS ' Q VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL MECHANICAL GAS (\ BUILDING SPECIAL CONDITIONS S7P7 FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES REQ IF INSPECTORS INSPECTION CHECKED APPROVAL DATE SOILS COMPLIANCE PRIOR TO . J'bj, -• FOUNDATION INSP •• - (9 STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY - PILES CAISSONS . DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB ADDRE4S 7 JMM 6ov1 PLAN ID NO.7 060 61 ASSESSOR'S PARCEL NO. OWNER 0027 10/16 0101 05Misc. 387.00 OWNER'S MAILING ADDRESS VALIDATION AREA CITYç.L.5 i,kP ZIP c72,008' TEL.4Sf4l4t 4 CONTRACTOR 0VAP1 S1XThaj ESTMATED VALUATION ,, ff 7 PLAN CHECK FEE 001-810-00-00-8821 CONTRACTOR'S MAILING 0 P0X P84- ADDRESS I IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES __________ CITY# zipc720Z4 TEL- 436-5003Y WILL BE FORFEITED. STATE LICENSE NO. 4 4,+-/ Z7 BUSINESS LICENSE NO. SUBDIVISION LOT(S) LEGAL DESCRIPTION /,77'• '4- 01- i.-i.sgivP CHECK IF SUBMITTED: No. gi-co FLIP 21", 2 ENERGY CALCS Df f- 1S p7 - o 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK 2 STRUCTURAL CALCS - j 2 SOILS REPORTS 2 SELF ADDRESSED ENVELOPES I DATE GIVEN! Ara 16 17 D ATE A SENT, TO APPLICANT CONTACT PERSON (LL- j3ffL!..J,k1f.49 c.L . _LA COSTA LE OCi• 1981 ADDRESS jf (4jJ SCHOOL FEE~RM MID cITYTREASURER CITY ZIP 72..007 TEL. CHYOFGARLAD P & E CORRC S LILSBAD. - CERTIFICATE OF APPLICANT'S SIGNATURE DATE White- File Yellow - Applicant Pink - Finance . Gold - Assessor . CASHIER'S VALIDATION (llitg 01 (ar1zbab SEWER PERMIT APPLICATION 0004 12/02 0101 04Snitr, 900.00 0004 12/02 01.01 04FriEr 100..00 SEWER PERMIT UMBER:. SE 3,2 APPLICANT TO FILL INSHADED AREA BUILDING PLAN CHECK NUMBER:PC 47 • BUILDING ADDRESS: ' C BUILDING TYPE: ' NUMBER OF EDU'S: JO• - ... , • OWNER: I .'LC / A - CALCULATIONS:__________________________________ MAILING ADDRESS • _________________________________ . • CONTRACTOR ( /1 MAILING ADDRESS: •0,v • • LEGAL DESCRIPTION ___________________________ CONNECTION FEE COST PERU NIT - xNO. UNITS -• .- .•.• • "!jti LATERAL CHARGE: TOTAL CHARGES: ASSESSORS PARCEL NUMBER 2 0 0 & 0 PREPARED BY r / J : (PRINTED NAME) _5 - COMMENTS: on to . .• -•. .- • •••. • .'. -• .• . .• • . X. C ----, WHITE: DPS GREEN: FInanc CANARY: Water PINK: Building GOLD: Applicant FINAL BUILDING INSPECTION RECEIVED s 311988 PLAN CHECK NUMBER: DATE: PROJECT NAME: ADDRESS: 1650 St. James Ct PROJECT NO.: - UNIT NUMBER: PHASE NO.: TYPE OF UNIT: $ NUMBER OF UNITS: 1 CONTACT PERSON: M1Chfl1 Davis CONTACT TELEPHONE: 36036 fl dent DATE INSPECTED (_3_t_&I...._.' INSPECTED: (o _(_ APPROVED _____ DISAPPROVED BY: ____________ ______ INSPECTED DATE BY: INSPECTED: (/r) 91T APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: )tf ¶!, U Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: PiannLDFI,, FINAL BUILDING INSPECTION . S. - .. V... •V ... . PLAN CHECK NUMBER: 87547 DATE: 5-27-88 PROJECT NAME . - • ADDRESS: . 1650 St. James. Ct . .. PROJECT NO _________________ UNIT NUMBER _________________ PHASE NO -.'.TYPEF.UNIT:. - ISFD . -- NUMBER.OF UNITS: .• • CONTACT PERSON:—Michael Davis 1 • . . . V • . S 1 CONTACT TELEPHONE: 436-8036 . . . • . . . . . • I I ) all dent S. •5'is . 4 . •• S ...... ......... - • •• DATE BY.! ECTED:APPROVED ______ DISAPPROVED DATE INSPECTED / Y_Yf APPROVED ______ DISAPPROVED E DATE INSPECTED.---'Z,ffe_-_r APPROVED. DI iAPPROVED : i.• ..: .: •V ..•• . ••. •V • V cog?s /1 12 . . •. . V 5V V - - . •. • . •• V • . ' V • - V • V ,•. • VV S • - .- V . . •• V ••:VV •, Vê V •5 •j t S • V • •• S •• . - V... •• •• ••• V V;.. .• T • ,. V V -. • .. . . V 'S • V • ••V• VV - • V.-... S V V V • . .. - . V ••• ••• ••• • • V • • V S V• . - ... . - . S., • S . • •V•V -. • V -:• • • V • _ • • . . •. , •V •• - V '•• •V T - •S :, Rev. 1186 WHITE Suspense BLUE Water Dustrict-'ngin ARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION t I t a PLAN CHECK NUMBER: ,..&-. S1m. 87-547 . -' DATE: 52788 -. PROJECT NAME ADDRESS 1650 St James Ct PROJECT NO.: - UNIT NUMBER: PHASE No:: • . . . . . .1 TYPE OF UNIT:.*'.res . - /SFD NUMBER OF UNITS . ., . . 1 CONTACT PERSON . .... . . Michael Davis 'i,;' t • e_ CONTACT TELEPHONE: 4368036 . . .. .; .• . . 1 . . all dent.- . . ...•. . — INSPECTED. IV - JUN_ _1 1988 USPECTED APPROVED DISAPPROVED INSPECTED DATE — I .. . BY: ..,. INSPECTED:. ._. PP ROVED .•. .'DISAPPROVED'- INSPECTED DATE • . .. BY •• . .•. INSPECTED ,___________ APPROVED ______ . . ..•• DISAPPROVED .,. Costa Heal Municipal water District • Engineering Department JUN. 1',9-19891 . . ., ) COMMENTS: (619)438-3367 1 .•. . . .• . . . . . . . : • . . . •• • . . • . . . .4., ••: - -. ,. •. .•.-L : :.'• • . . 4f . ..• • • I ' :• 1j; f. '. 1. I, • • . .' . I • . CC) I_MUNICIPALV Rev. 1188 WHITE Suspq E Water D* ctGREEN Engineering CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 87547 DATE: 52788 PROJECT NAME: ADDRESS: 1650 St. JDt$ Ct / PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.: • TYPE OF UNIT: res iSD NUMBER OF UNITS: • 1 CONTACT PERSON: MIChI3I Davis • CONTACT TELEPHONE: 4,A-8036 ____• _•• cU dent • •i'/// - INSPECTE D INSPt APPROVED ______ DISAPPROVED INSPECTED . • • DATE BY: • • INSPECTED: • APPROVED DISAPPROVED INSPECTED • DATE • •. • BY: _______________________ INSPECTED: ____________ APPROVED ______ • DISAPPROVED • COMMENTS: •• • • • • • • • FINAL BUILDING INSPECTION PLAN CHECK NUMBER 87-5187 DATE 5-27-88 PROJECT NAME: •. -: V. V ADDRESS: V '1650, St. James, Ct V •V •. . . V V - PROJECT NO.: V UNIT NUMBER: V V V PHASE NO.: 3031 TYPE OF 1S V NUMBER OF UNITS: , .. V V CONTACT PERSON: Michael V . - ,MAy 1988 j V V L ILIjIL - 4 M CONTACT TELEPHONE:_ . I43-3, V . . .- V ANTN PJ V V V all dot -:'' ..H; V•• V Rv. 1186 WHITE: Suspense BLUE:-Water District GREEN: Engineer' NARY: Utill PINK:. Planning GOLD: Fire - ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: / WM.f&'. JURISDICTION: /,7/ PLAN CHECK NO: 6 7- /7 27 PROJECT ADDRESS: /65o Sr ('- PROJECT NAME:_________________________________ APPLICANT t1ICKER LJFILE COPY UP S ODESIGNER The plans transmitted herewith have been corrected where 1 necessaryand substantially comply with the jurisdiction's building .codes. . . fl 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. E] The check list transmitted herewith is for your information. The plans 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: Esgil staff did not advise the applicant contact person that plan check has been completed. LI Esgil staff did advise applicant that •the plan check has been completed. Person contacted:_______________________ Date contacted: Telephone # REMARKS: By: _4/ Enclosures: ESGIL CORPORTION (I ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619)5601468 DATE: n,'ry z&.. ri DAPPLICANT SDICT N JURISDICTION: CITY OF CARLSBAD CHECKER 0 FILE COPY PLAN CHECK NO: .54-7 0 UPS 0 DESIGNER PROJECT ADDRESS: U!,5O Sc T&rvc( (nWr PROJECT NAME: 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 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. 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: sPQO rZ(c it/-Q.) LA, CZ. 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: rrck ' Date co•iatd': 17Telephone #_ 44-4Z4' REMARKS: BY: _,14/ aL.1 4 ENCL:_____________ ESGIL CORPORAON / CHECKPLAN NO: &.•,— 41 T JURISDImON: CiTY OF CARLSBAD 10: SILL PJAQ1) 12J( mQPrTFD L1k C1vzLcVQ, 2.00 ';; ll: PLAN I1JIOflL[UR SMW ciTY OF CARlSBAD STht1 FMLY AND DOPL1CK ThJRlLINDS Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBC (elf. 1/31/87) 1985 UPC (elf. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/81) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items --listed - _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 sneed um the recheck mrocessnoeon_ 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. Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: By: AU a I AdV4 Applicant contact person: 151 LL O Telephone: 1: PAGS NUHBMtS ARE NOT IN SEQMCK AS PAGES R&VD1 ND 17ZHS NESDfl1 uxxIONS WERE n.rem• List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) PLANS 1. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. %. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. 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. Plans must be signed by the person responsible for their preparation. Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation. Specify expiration date of license. (California Business and Professions Code) .iii)& D P AWfli PA115 Pw Drr\E 5oIry -red 'iEE q. Specify on the Title Sheet of the plans the f 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. Submit fully dimensioned 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). Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302(c). Show on the title sheet all structures, pools, J walls, etc. included under this application. I 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." FIRE P'EEION 3L. Walls closer than 3 feet to property lines f 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)). A. Projections, including eaves, may not extend J 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). 13. Plastic skylights shall not be installed f within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. 4!.. 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. 4 . 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. 1(6. A smoke detector shall be installed in the ! basement of dwelling units having a stairway I 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. .:' 17. 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). 8/11/87 2 l. 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 S 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)). 0. At least 1/2 of the common wall must be open / and have an opening not less than 25 sq. ft. if light and ventilation is being supplied from an adjacent room. Section 1205 (a). 1. 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). 21L. Provide mechanical ventilation capable 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). No habitable room, other than a kitchen, shall / be less than 710" in any dimension. Section 1207 (c). gte. Show that ceiling height for habitable rooms is I a minimum of 70 6". Section 1207 (a). . Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 710'. Section 1207 (a). Dimension on the plans the 30" clear width for f water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazardous • I locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. 2. Glazing, in the same wall plane as a door, must f 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. 219. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic I (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 6. 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. 3)1.. 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. 3j. The loft you show does not comply as a / mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. STA&YS. MW RAfl.INc Floors above the second story shall have not J less than 2 exits. Occupied roofs may have I 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). i{t.. 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 (e). . Provide 36" high protective railing for / porches, balconies, and open sides of stair landings. Openings between railing shall be less than 611. Section 1711. 6. Show how guardrail connection details are I 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 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". C. Minimum width is 36". 8/11/87 3. 38. All handrails per Section 3306 (j), shall satisfy the following: Provide handrail for stairways with 4 or I more risers. () Handrail shall be 30" to 34" above the nosing of treads. 6i4ow.,o AS I'io"@. ?L12. PLAIJ c. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. 9. 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 3304 (h). 4I.. Provide 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 36 inches. 12. Provide spiral stairway details, per Section / 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measusing at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Spiral stairways may not be used for required p' exits when the area served is greater than 400 sq. ft. Section 3306 (f). 4.4. Provide I.C.B.0. Research Report and number for J metal stairway, or submit plans and f 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 witin 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. :section 3306 (1). 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). 7. Exterior stairways shall not project into the / 3 foot setback from the property lines. Section 3306,(n). 48. 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). iA. Within units, show that corridors have a / minimum width of 36 inches. Section 3305 (b). Specify roof slope. s/. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). Specify roof material and application. / Chapter 32. 3. Specify I.C.B.O. or U.L. approval number for / roof materials not covered in U.B.C., e.g., tile, etc. Section 107. e. 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. 5. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch I 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. 8/11/87 4 Show roof drains and overflows. Section 3207. 58. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. 5. Plastic skylights must be separated from each / other by at least 4 feet. Section 5207 (a) 6. 46. Show attic ventilation. Minimum vent area is / 1/150 of attic area or 1/300 of attic area if I at least 50% of the required vent is at least 3 feet above cave vents or cornice vents. Show required area and area provided. Section 3205 (c). MASONRY Provide fireplace construction details or note I construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections / attached to wood in Seismic Zones 3 and 4, / comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints. Show height and construction details of all / masonry walls. Chapter 24. Note that cleanout openings shall be provided / at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. §how 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. 4S. Provide details for damp proofing the f 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 I between planter and building walls. I Section 2516 (c) 7. GARACK AND CARPORTS Garage requires one-hour fire protection on the / garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 44. All elements supporting floor above garage, / including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) 7. Show 1 3/8" solid core self-closing door for / openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room I used for sleeping.purposes. Section 1104. 7. An occupancy separation is not required I 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. i4. Show garage framing sections, size of header I over garage opening, lateral cross bracing at / plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum 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 one inch lower than the door threshold. Section 3304 (h). Provide an 18" raised platform for any PAIl, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). 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). 21 O.o 1F 71. 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: ii. Provide notes on the foundation plan listing / the soils report recommendation for / foundations, slab and building pad preparation. 8/11/87 5 7J. / Provide a letter from the soils engineer confirming that the foundation plan, grading 81. :1 / plan and specifications have been reviewed and that it has been determined that the 89. recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Show foundation bolt size and spacing. Section 2907 (f). Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). jO. 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: 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations, formings and reinforcements comply with the soils report and approved plan." &. Show height of all foundation walls. Chapter / 23. j. Show height of retained earth on all foundation / walls. Chapter 23. §4. 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. §L. 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 I 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. Dimension foundation per U.B.C. Table 29A: floors Footina Supported* Steniwall Width Depth Thickness 1 6" 12" 12" 6" 2 all 15" 18" 7" 3 10" 18" 24" all *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. §7. Show foundation sills to be pressure treated, / or equal. Section 2516 (c) 3. 6. If required by structural calculations, show / size, imbedment and location of hold down f anchors on: foundation plan. Section 2312 (f), 302 (c). 91. 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. 94. Show adequate footings under all bearing walls / and shear walls. Section 2907 (b). 9. Show on the plans stepped footings for slopes / steeper than 1:10. Section 2907 (c). Show minimum 18" clearance from grade to / bottom of floor joists and minimum 12" I clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into / undisturbed soil. Table 29-A. 9&. Show minimum underfloor access of 18" x 24". / Section 2516 (c). Show minimum underfloor ventilation equal to 1 f 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. f9. Specify that posts embedded in concrete shall / be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. PRAKENG 4. Show wall bracing. Every exterior wood stud I 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. 1(46. Note cross bridging or blocking. Floor joists / and rafters 12" or more in depth shall be I supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (a) 6. (. 8/11/87 6 101 Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. 2. Show double joists. Floor joists shall be f doubled under bearing partitions running I parallel with the joists. Section 2517 (d) 5. 103 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. l4. Show rafter ties. Rafter ties shall be spaced f 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. 165. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 106 Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 107 Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 925-0 Show nailing will be in compliance with Table . 109 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 in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at celing and floor levels, with noncombustible materials. ll/0. Show stud size and spacing. Maximum allowable / stud heights: Bearing wall: 2 x4 and 2 x 6 ' max. lot; 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. 112 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). 113. Detail all post-to-beam and post-to-footing F connections and reference the detail to the plan. Section 2516 (m). 14. Detail shear transfer connections, including / roof and floor diaphragms, to shear walls. Section 2513. ljS. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, 3, K and Section 4713 (d)]. 16. Show 3" x 4" or 2" x 6" studs in first story f of three story building. Table 25-R-3. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. ,44J2 ft, o i CAi.th J (Oflb 11uS 1.8. Provide roof traming plan and tioor framing f plan. Section 302 (c). PfL9. Provide framing sections through Section 302 (c). li). Specify all header sizes for opening over 4' I wide. Section 2517 (g) 5. Yl. Provide calculations for main vertical and horizontal framing members and cost fnot4nas. SictLon 302 (b). Provide calculations for lateral loads, shear J panels, shear transfer and related. Section I 302 (b). 8/11/87 7 113. Show on the plans all structural requirements / developed in the structural calculations. a' Section 302 (c). (See comments belbw or at end.) 12,Z. Columns and posts located on concrete or / masonry floors or decks exposed to the weather / or to water splash or in basements and which 1 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. 125 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. 1Z16. Show location of attic access with minimum size / 22" x 30". Section 3205. Show draft separation for attic areas between I units in a duplex. Section 2516 (f). 18. Specify plywood grade and panel identification / index. Table 25-N. 124. When roof pitch is less than 3:12, design ridge J as a beam. Section 2517 (h). it. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. 11. 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. 132 Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (i). Show a weep screed at the foundation plate line / on all exterior stud walls to be stuccoed. Section 4706 (e). S Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. fluYLE -J %,L-S' - CLAiI1 ciAcE 15. Ridges, hips, and valleys shall be at least one / size larger than supported rafters. Section 2517 (h) 3. l6. In open beam construction, provide strap ties / across the beams at the ridge support. Section 2501 (b). XANICAL (ull.LP1ma1 NANICAL 0=1 All heating, ventilating, and cooling systems and applicances shall comply with the Uniform Mechanical Code. 7. Show the size, location and type of all. / heating and cooling appliances or systems. 1j8. Show source of combustion air to furnace, per / Chapter 6, UMC. l$9. Every dwelling unit shall be provided with f heating facilitites 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. i41o. Show minimum 30" deep unobstructed working I space in front of furnace. Section 505, UMC. 141 Note on plans, "clearances to be per manufacturer's listing." Section 504, UMC. 1t 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. 1413. Show I.C.B.0. approval number for prefab / fireplace. l4le. Show access to the attic or underfloor furnace / to be minimum 30 inches by 30 inches. 1 Section 708 & 709 UMC. Note that passageway to the attic furnace / shall be unobstructed and have continuous I solid flooring not less than 24 inches wide. Section 708 UMC. l6. Show permanent electrical outlet and lighting / fixture controlled by a switch for the attic furnace. Section 708 UMC. 147. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 148 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. 1119. Provide dryer vent to outside. UMC, Section / 1903. 8/11/87 8 112. Show shower stall can accommodate a 30" circle / and has a minimum floor area of 1,024 sq. in. UPC 909 (d). NOISE ThSULATION (1XJPLSE) 1j3. 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. 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. 14. Provide insulation in walls and ceiling to / achieve STC of 50 between garage and living I area if garage use is not controlled by resident. Title 25. ZMEW COSEVATION: PLEASE READ 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. ]6. The designer shall provide an Energy / Certificate of Compliance imprinted on the I plans. This Certificate shall indicate the features and performance specifications neeeded to comply with Chapter 2-53 of Title •. - - 24. (1) The individual with overall responsibility for the design, and (2) The owner of the building or property shall sign the Certificate of Compliance. Title 20, Section 1403 (a) 2. A. See the attached Compliance Certificate Form. 16. Show on the plans the "R" value for the walls, I floors, ceiling and related areas. l. Show double glazing as per Energy Design, on / Glazing Schedule. l9. Show on the plan how shading requirements are satisfied. Show on the plans the thermal mass areas as f indicated in the energy documentation. Jf!TR.LCAL (NATIONAL ELZCMCAL COOK) All wiring shall comply with the National Electrical Code. 150 Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. 1 1. Show location of all electrical receptacles. 152 Electrical receptacle locations and/or spacing is pot adequate in W 4' - c4f 411 -' PAfMi C OLfltT &) •C1 OP (cinWc1 U&) (tfAvIii'M VJ(L&, 13. Show at least one convenience outlet other than I outlets for laundry, etc., outdoors, in garages I and basements. NEC, Art. 210-52. l I e. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. 155 Note electrical system ground to be provided per NEC, Art. 250-81. 1j6. Show water heater size, type and location on / plans. UPC, Section 1301. iji. Show source for providing combustion air to f 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. B. Fuel combustion water heater shall not be f installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. 1l9. Provide adequate barrier to protect water I heater from vehicle damage. UPC, Section 1310. 160 Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 161 Note on the plan that hose bibbs and lawn sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & (i). 8/11/87 9 11. The plans are not in compliance with the energy I conservation compliance package selected or F design calculations provided. Show on plans conformance as follows: 112. Specify on the building plans all of the ,I mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Enerec, Conservation Requirements". 17/3. Show the size, type, make, model and location of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. CARLSBAD S.F.D. & DUPLIM SUPPLEGM /i4. Energy conservation design should be for Zone / 7 . See attached energy packages. 15. Floor drains must have auto-prime (city I policy). 176 Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for / future solar water heating. Note "two roof I 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). 17)8. 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), 119. All piping for present or future solar water / heating must be insulated when in areas that I are not heated or cooled by mechanical means (city policy). Incorporate the waterproofing details, on the f 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. ilz. All new residential buildings, including / additions, require a soils report. Please submit two copies. 3. Heavy timber framing, minimum 6" x 10" beams / and minimum 8" x 8" post, for the structural I beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). i4. UBC Adopting Ordinance 8792 requires Fire / Retardant roof on all structures (Sec. f 18.04.230). Show compliance with UBC Section 3203(e). 15. City Ordinance 9792 requires two parking It spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. l'6. 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________________ AtLai AYCL it 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: 8111/87 10 Date: _o-u,4,1 CITY OF CARLSBAD Prepared by: t3Bldg. Dept. ktL VALUATION AND PLAN CHECK FEE Q Esgil PLAN CHECK NO. 91 - 574-7 BUILDING ADDRESS Ueti 5V 'ii1S €-r APPLICANT/CONTACT PHONE NO._________________ BUILDING OCCUPANCY S2-' JM-I DESIGNER PHONE____________ TYPE OF CONSTRUCTION 1—rJ CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE AflELL1 2S ih k - 155 ) ( c) 4,64- 17 ic /thLrF I?-6 ii\ -. ' -704- Air Conditioning Commercial Residential Res. or Comm. Fire Si,rinklers Total Value fL,44.2 3 Building Permit Fee $ Plan Check Fee S S COil MEN TS- Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. ENGINEERING CHECKLIST Date: Plan Check No. e7-5517 Project Address: 2r Project Name: /as/o)j,uce Field Check Date: By: LEGEND 8 Item Complete G) Item Incomplete - Needs Your Action' 1,2,3 Number in circle indicates plancheck number that deficiency was identified D D 0 0) 0) 0) > > > LEGAL REQUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: North VI o o arrow, property lines, easements, existing and proposed structures, streets, existing Street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish, floor elevations, elevations of finish 0 grade adjacent to building, existing topographical lines, and proposed slopes, driveway and percent (%) grade and existing drainage patterns. 0 0 Provide legal description of property. - fl 0 ' k. Provide assessor's parcel number. PERMITS REQUIRED 1 Grading fl fl 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). LI 0 6. Grading plans in plan check PE___________ fl fl 7. Need the following completed prior to building permit issuance: 0 - Grading plans signed. 0 0 Grading permit issued. E( 0 0 Grading completed. 0 0 Certification letter and compaction reports submitted. LI 0 Grading inspected and permit signed off by City Inspector. O 0 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). U 0 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED 10. Park-in-Lieu fees required. ,.aJvd c'2Tc1-0 Quadrant: _, Fee Per Unit: Total Fee:_________ 11. Traffic impact lee required. Fee Per Unit:ñrjcjo, Total Fee: 12. Bridge and Thoroughfare fee required. • Fee Per Unit: _, Total Fee: - 0 13. Public facilities fee required. 0 14. Facilities management fee required. Fee:Zv I D 15. Additional EDU's required: 1. 0 . Sewer connection fee: - Sewer permit no. 0 16. Sewer lateral required: REMARKS: 2 0. K. to iss Date: If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 1138-1161. AM 1 EW4 off miu Discretionary Action Required Environmental Required Landscape Plan Required Comments Coastal Permit Required Additional Comments YES YES YES YES NO NO NO NO Type C78J-1b >( X. PLANNING CHECKLIST Plan Check No. R7-S'7 Address 5 JiIES Ca)eT Type of Project and Use 5FD Zone R- I Use Allowed? YES X NO Setback: Front OK Side 01< Rear 01< Facilities Management Zone I School District: San Dieguito Encinitas Carlsbad San Marcos -I OK TO DATE '. COMPACTION LABS, INC. OL 47ESTING & INSPECTION SERVICES - July 9, 1987 Project No. CL-1405 Mike O'-Garra 3229 Valley Street Carlsbad, CA 92008 Subject: Report of Certification of Compacted Fill Ground Carlsbad Tract No. 81-50, PUD-37 Valley Street Carlsbad, CA1.ifornia Dear Mr. O'Garra, In response to your request., the fdl lowing report: has been prep a r e d to indicate results of soil, test.1 observations, and inspection of earth-work construction at the subject site. Testing and inspection was performed between July 1 and 6, 1987 . Briefly, our findings- reveal filled ground has been compacted t o a minimum of ninety percent. Therefore, we recommend construction continue as scheduled SCOPE: Our firm was retained to observe grading operations with regard t o current standard practices and to ditermine the degree o compaction of placed fill.. Grading plans were prepared by Joseph K. Lukowski. Grading operations were performed by Ray Carlin of Alpine ? California. M, Post Office Box 271338, Escondicio, CA 92027 a (619) 741-5289 fl.Sf7 4OMPACTION LABS, INC. BOIL TESTING & INSPECTION SERVICES Reference is made 'to our previously submitted reports entitled "Preliminary Soils Investigation" dated September 23, 1985 and May 6, 1987. Approximate locations and depth of filled ground and extent of earth-work construction covered in this report are indicated on attached Plate No. 1 entitled "Test Location Sketch." Grading operations were performed in remove and recompact loose native and/or fill soils and to create seven level building pads to accommodate the proposed subdivision. The site was graded in accordance with recommendations ,set forth in our previously submitted report and conforms to project plans. LABORATORY TESTING: Representative soils samples were collected and returned to the laboratory for testing. Optimum moisture-maximum density tests were performed in accordance with ASTM D-1557 and are tabulated on attached Plate No. 2, entitled "Tabulation of Test Results." SOIL CONDITIONS: Native soils encountered were silty-sands. Fill soils' were imported and generated from the on-site excavation. The subdivision contains areas with transition from cut to fill. However, the proposed building areas are all cut or all fill, as tabulated on Plate No. 3. Therefore, no consideration need be given this characteristic. Expansive soils were observed during grading. However, they were placed in deeper fills or blended with non-expansive soil. It is our opinion expansive soils lay in a. non-detrimental condition and conventional construction may be utilized. Fill soils were placed, watered, and compacted in six inch lifts. Prior to earth-work construction, areas where fill was placed, were scarafied, watered, and compacted to a minimum of ninety percent. To de€ermine the degree of compaction, field density tests were performed in accordance with ASTM D-1556 or D-2922 at the locations designated on attached Plate No. 1. A tabulation of test results and their vertical locations are presented on attached Plate No. 2. During grading operations, all fill soils found to have a relative compaction of less than ninety percent were reworked until the proper compaction was achieved. OMPACTION LABS, INC. OIL TESTING & INSPECTION SERVICES RECOMMENDATIONS AND CONCLUSIONS: Continuous inspection was not requested to verify fill soils were placed in accordance with current standard practices regarding grading operations and earth-work construction. Therefore, as economically feasible as possible, part, time inspection was provided. Hence, the following recommendations are based on the assumption that all areas tested are representative of the entire project. Ccnpacted fill and natural ground have adequate strength to safely support the proposed loads. Slopes are stable as constructed with relation to deep seated failure; provided they are properly maintained. Slopes should be planted within 30 days of this report date, with a light groundcover (no iceplant) indigenous to the area. This will reduce the probability of failure as a result of erosion. Temporary slopes, to be retained and/or completed at a later date, should be considered unstable and may prove to be a detrimental condition. Continuous footings having a minimum width of 12 inches and founded a minimum of 12 and 18 inches below lowest adjacent grade for one and two story, respectively, will have an estimated allowable bearing value of 2500 pounds per square foot. Footings located on or adjacent to slopes should be founded at a depth such that the horizontal distance from the bottom outside face of footing to the face of the slope is a minimum of eight feet. All continuous footings should be reinforced with a minimum of one #4 bar top and bottom. Completion of grading operations were left at rough grade. We, therefore, recommend a landscape architect be contacted to provide finish grade and drainage recommendations. Prior to pouring of concrete, Compaction Labs, Inc., should be contacted to inspect foundation recommendations for compliance to those setforth. During placement of concrete, Compaction Labs, Inc., and/or a qualified concrete inspector should be present to document construction of foundations. ';OMPACTION LABS, INC. ,OIL TESTING & INSPECTION SERVICES UNCERTAINTY AND LIMITATIONS: It is the responsibility of the owner and/or his representative to carry out recommendations set forth in, this report. San Diego County is located in a high risk area with regard to earthquake. Earthquake resistant projects are economically unfeasible. Therefore, damage as a result of earthquake is probable, and we assume no liability. We assume the onsite safety of our personnel only. We cannot assume liability of personnel other than our own. It is the responsibility of the owner and contractor to insure construction operations are conducted in a safe manner and in conformance with regulations goverened by CAL-OSHA and/or local agencies. If you have any questions, please do not hesitate to contact us. The opportunity of working with you is sincerely appreciated. Respectfully submitted, COMPACTION LABS, INC. A i Alan H. Sarge?t, President ABS/pjr cc: (3) submitted Dale- R. Regli, RCE 19393 'a •.• \ COMPACTION LABS SOIL TESTING • •• - LOT APX. SCA E. - i"SO 7 • / LOT /..\. 031 // • LOT 2- 41D / • LOT 14 ' 036 5F-F- Q E P, T / oil \ )Lo I SO— ;1 L01 7 \ t\ • • •\ \ •va V5 \'\\Z:- PROJECT No. CL-1405 PLATE No. 1 ..JMPACTION LABS, INC. )IL TESTING & INSPECTION SERVICES CARLSBAD TRACT NO. 81-50 PUD-37 Lot No. 1 Fill 2 Fill 3 Cut 4 Cut 5 Fill 6 Fill 7 Fill Project No. CL-1405 Plate No. 3 JMPACTION LABS, INC. ,OIL TESTING & INSPECTION SERVICES TABULATION OF TEST RESULTS '-4 . 0 O•- 4Ji 4J C W • P441 .44Jd 4J> 'DJ '• i '-4a COP >W rz, 0. Cl)t4 04 ri 32 7/01/87 See Plate 153.5 11.7 113.7 I 86.1* 33 1 No. 1 155.5 7.7 118.6 I 89.8* 34 155.5 4.8 126.3 I 957* 35 1 154.5 9.7 118.9 I 90.0 36 155.5 14.4 120.8 I 91.5 37 " 156.5 11.6 120.2 I 91.1 38 7/02/87 157.5 9.0 119.3 I 90.3 39 " 156.5 10.8 119.5 I 90.5 40 U 157.5 11.6 121.2 I 91.8 41 7/06/87 " 158.5FG 7.0 .121.4 V 97.2 42 is . 158.5FG 6.4 120.9 V 96.9 43 159 . On 6.2 119.0 V 95.3 44 " 159.OFG 3.7 115.1 I 87.2* 45 159.OFG 6.4 120.0 V 96.1 46 . 158.5FG 12.5 120.3 I 91.1 47 " 158.0X3 11.8 122.0 I 92.4 Remarks: Test No.'s 32, 33, 34 and 44, undisturbed native soils, 85% minimum required. Optimum Moisture, Maximum Density Maximum Optimum Dry Density Moisture Soil Description Type (lb/cu.ft) (% dry wt..) Brown Silty-Sand. 1 132.0 9.0 Gray-Brown Fine Silty-Sand II 119.7 13.3 Orange-Brown Sandy-Clay III 122.2 13.2 Brown Sandy-Clay IV 114.0 17.5 Red/Orange Silty-Sand V 124.8 9.0 Project No. CL-1405 Plate No. 2 CERTIFICATION OF COMPLIANCE CITY OF CARLSB.D Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 4i8-1161 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. SCH!"Carlsbad STRICT: Unified 801 Pine Avenue Carlsbad, CA 92008 (457-4985) Encinitas Union Elementary 189 Union Street - Encinitas, CA 92024 (944-4306) San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) San Dieguito Union High School 625 North Vulcan Encinitas, CA 92024 (753-6491) Project Applicant: 5a,tiA...(., APN: Project Address: RESIDENTIAL: SQ. FT. of living area 35V Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By Date / FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement _____ Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: based on ___ sq. ft.@ I.50 Comm/Indust Fee Levied: $ based on sq. ft.@ Schoo's..DLstrict Official Title t AS 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. E~CARLSBAD UNIFIED SCHOOL DISTRICT E CARLSBAD HIGH SCHOOL El VALLEY-JUNIOR HIGH S OL RECEIVED FROM FOR: flIS Court 49~LA 641s-lo - USE OF SCHOOL FACILITIES/RENTALS $ REIMBURSEMENTS USE OF SCHOOL BUS $ _____________ CN, ca ee9 DAMAGE TO SCHOOL PROPERTY $ RECEIPT NO. 13897 DATE M#tL) OR LOST BOOKS $ _____________ INSURANCE $ SALE OF SURPLUS $ TELEPHONE COMMISSIONS $ '- INCOME fff BA7ENTfl ACCOUNT _______ ACCOUNT NO. ACCOUNT NO. :c;; $3 xlv REC IV CASH CHECK RECEIVED BY