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Home My WebLink About1635 SAINT JAMES CT; ; CB880434; PermitUSE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 JOB ADDRESS ' AV. ST. RD. THOMAS BROS NO. DATE OF APPLICATIONI I I ASSES PARCEL NO. CONTRACTOR I 'I LIBLOCK -°O-43 OWNER'S NAME OWNER'S PHONE CONTRACTOR'S ADDRESS OWNER'S MAILING ADDRESS $2 5T*Tf?.7 (j9 D(' "..Ifl.1TF-5. q&i-' DESIGNER DESCRIPTION OF WORK .5FL JV3/ q.4 6 O C I' a,4 AA DESIGNER'S ADDRESS F/P R E1,, I NO I STORIES j NO I2. BUSINESS LICENSE # -. ' CONTRACTORS PHONE a STATE LICENSE NO. DESIGNER'S PHONE STATE LICENSE NO. 0CC P I EDU £II VALUATION /701 foe PERMIT NUMBER ZONE 1 BUILDING SO. FOOTAGE 311 05/31 0101 021thut 921.m Not Valid Un/am Machine Certified - l YON - CENSUS TRACT PARKING SPACE RES (C OO UNITS I I I GRADING PERMIT - VON)]"I_ REDEVELOPMENT AREA Y N J TYPE CONI // TI/ 0CC LOAD FIRE SPR QTY. PLUMBING PERMIT - ISSUE 7 QTY. MECHANICAL PERMIT- ISSUE SUMMARY/ACCOUNT NUMBER EACHFIXTURETRAP . ,J INSTALL FURN. DUCTS UPTO100,000BTU , BUILDING PERMIT 001'810'00'00'8220 996 Ir EACH BUILDING SEWER . - OVER 100,000 BTU , SIGN PERMIT 001-810'00'00'8221 EACH WATER HEATER ANDIORVENT , - BOILER/COMPRESSOR UP TO 3 HP , - 001-810-00-00-8891 / EACHGAS SYSTEM 1 TO4OUTLETS . - BOILER/COMPRESSOR 3)5HP UMBING -_°)81O-00-00-8222 EACH GAS SYSTEMS OR MORE METALFIREPLACE P1ECTRIC 0'O0-00-8223 ________________ EACHINSTAL..ALTER,REPAIRWATERPIPE . VENT FAN SINGLE DUCT . 4 _MECHA.?,001OO'00-8224 ,.,.9_ 2 EACH VACUUM BREAKER - MECH EXHAUST HOOD/DUCTS 144 _001-a-O-OO-8226 001'-10'00-8225 WATER SOFTNER REL OcAUONOFEAFURNAcE/HEATR HROOFDRAIN(INSIDE) ER VENT )' , F-V;F v1'e88$-519-92'33 TOTAL MECHANICAL : ___A 'oq8ó-oo-oo-8227 TOTAL Q _. PLUMBING %CILITIESFEE _t-I10.00-00-874O OTY. ELECTRICAL PERMIT - ISSUE QTY. MOBILE HOI EE,I , _ BRID'GE)7er,gn _r).360'810-O0-o0-8740 PARK-IN-LIEU (AREA NEW CONSTEAAMP'SWlBKR /2.5 CARPORT . TIF 312'81O00008835 600 PH -'3PH . AWNING 4 . LA COSTA TIF 311-810-00-00-8835 EXIST BLDG EAAMP/SWTBKR GARAGE . FMF I PH 3 PH . - . LICENSE TAX -001-810'O0'00'8)62 59_73 REMOOEL'ALTER PER CIRCUIT . MFF /590 880-519-92-57 17 a - TEMPPOLE200AMPS - OVER 200AMPS TEMP OCCUPANCY (30 DAYS) CREDIT DEPOSIT <.577 )i TflTAL ELECTRICAL l - — TOTAL . TOTAL FEESPAYABLE — Espirafion, Every permit isnued by the Building Official under the provisions of this * AN OSHA PEA:T IS REQUIRED FOR EXCAVATONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null und void It the building or work50" DEEP AND DEMOUTmN OR CONSTRUCTIII OF I HAVE CAREFULLY EXAMINED THE COMPLETED '-APPLICATION AND PERMIT" AND DO HEREBY labani~6ned authorized by such permit is not commenced within 180 days from the dote of such STRUCTURES OvER 3 STORIES HEIGHT DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit or if thbuIfding or work authorized by such permif is suspended or ISSUED: TO COMPLY WITH ALL CITY. COUN1Y AND STATE LAWS GOVERNING BUILDING CON'ataflytime altertheworkiscommencedforaperiodot 180 days STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPLI AN SIGNATUR $ OWNER CONTRACTOR 0 APPROVED BY DATE KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOUENCE OF THE BY PHONE 0 ,/4jt44,Q c:;I#8.zszi GRANTING OF THIS PERMIT, r 0 I hereby affirm that I am licensed under UI provisions of Chapter 9 (commencing with I Section 7000) of Division 3 of the Business I and Professions Code, and my license is in L.. full force and effect. U- I hereby attire that i am exempt 1mm the Contrac- tors License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county whicr, re- quires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the ap- plicant for Such permit to tile a signed statement that he is licensed pursuant to the provisions of the Contractors License Law (Chapter 9 commencing with Section 7000 of Division 301 the Business and Professions Code) Or that Is ex- empt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit sub- jects the applicant to a Civil penally 01001 more than live hun- dred dollars ($500). 19 1 I I, as owner of the property, or my employees with wages 115 as their sole compensation. will do the work, and the struc- tare is not intended or offered 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 thereon and who does such work himself or through his own employees, provided that such improvements are not intend- 'U ed or uttered tom sale. It, however, the building or improve- Z went is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or im- prove for the purpose of sale). II 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 01 property who builds or im- proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). I] As a homeowner I am improving my home, and the tallow-109 Conditions exist: The work is being performed prior In sale. I have lived in my home for twelve months prior to completion of this work. I have not Claimed this exemption daring the last three years. 13 i am exempt under Sec. __________________ - B & P.C. tar this reason thereby affirm that I have a certificate 01 Consent to selt.insure. or a certificate 01 Workers' Compensation In. surance. or a certified copy thereof (Sec. 3800. Labor Code) POLICY NO. COMPANY 9 Copy is tiled with the City 0 Certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed it the permit is for one hundred dollars ($100) or less) 1 cerlity that in the performance 01 the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the Workers' Compen- sation Laws of California. NOTICE TO APPLICANT: It. after making this Certificate of 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. 0 I hereby affirm that there is a construction tending agency for the performance 01 the work for which this per. ol mit is issued (Soc. 3097. Civil Code) ZI lull Lender's Name -JI L Lender's Address_______________________________ a- 0 C., C, 0. as C TYPE I DATE I INSPECTOR RUIIflIN FOUNDATION f ' ñ REINFORCED STEEL 'i" MASONRY GUNITE OR GROUT SUB FRAME 0 F,OOR 0 CEILING SHEATHING ErROOF E3'SHEAR FRAME 0 (1,Kf' EXTERIOR LATH INSULATION o-14•YI LATH & DRYWALL r.'lJ rr P 1.., 7-6, PLUMBING PLUMBING O SEWER AND BLICO 0 PL/CO UNDERGROUND WASTE DWATER rj 1-CL TOP OUT 0 WASTE Cl WATER ( (sl TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WATER ELECTRICAL _ - ELECTRIC UNDERGROUND -UFF€R ,•ZZ.t1' jVç ROUGH ELECTRIC 6'S1 ' ELECTRIC SERVICE 0 TEMPORARY O BONDING 0 POOL DUCT & PLEM., 0 REF. PIPING ril HEAT - AIR COND. SYSTEMS __ I VENTILATING SYSTEMS -. CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS C8V'P.3c FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES iNSPECTION REQ. IF CHECKED INSPECTORS APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI . * - PRESTRESSED CONCRETE POST TENSIONED .CQNCRETE 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/ 63 -V C 7 ADDRESS flg'g 4. c c?C. PLAN ID NO. ASSESSOR'S PARCEL NO. zc - 0— G 3 OWNER cs KA/T cy1wAJs 0010 04/06 0101 05Hisc. 577.00 OWNER'S (5a 5r/.ñ7-f4M 6 rel MAILING - ADDRESS J4/G/"1" 7705 C* C 2c,t VALIDATION AREA 120aLf 7 5 3 -35I CITY ZIP TEL. CONTRACTOR OLt/A J2 ESTMATED VALUATION (70164~ 001-810-00-00.8821 47 7 -h CONTRACTOR'S MAILING ADDRESS PLAN CHECK FEE .JE THE APPLICANT TAKES NO ACTION CITY S,glV1 /?i 1 TEL. ,/-i3i W W L' 9 0 DAYS, PLAN CHECK FEES ORFEITED. 'ZIP , 4 °\ STATE BUSINESS 4' LICENSE NO. LICENSE NO. 4p J9 ______ _____________ SUBDIVISION LOT(S) ID 11111k 0- CA OT af efR45e0ff47 LEGAL DESCRIPTION CIT)C)f'CALsB4A1 CHECK IF SUBMITTED: 4v EGo, 576 fl Op,9L/fwMIIA, E1' 2 ENERGY CALCS at M#•7_11OF 4#kJM8E //sig_riiir.o i'oñ. C/v/JTY lEC6,0E,y44i /'° "TV 0 2 1987 ENERGY CALCS -1_2o FOR NON, RESIDENTIAL BLDGS DESCRIPTIONOF WORK ____ o 2 STRUCTURAL CALCS V2 SOILS REPORTS ,cT CAJ.JSflQ._5_ 2-g _L_ 22 SELF ADDRESSED ENVELOPES DATE GIVEN! DATE SENT TO APPLICANT CONTACT PERSON LA COSTA LETTER '1s.S___7%CIV2.kJ kDI. SCHOOL FEE FORM ADDRESS CITY1JcftnTmS _ct? ZIP 9ia5f TEL.'?S 3 _33( P & E CORRECTIONS LIST £./ICalg,?CERTIFICATE OF OCCUPANCY - API)ANTS SIATURE OAT9 !White- File Yellow- Applicant Pink - Finance Gold - Assessor FINAL BUILDING. INSPECTION PLAN CHECK NUMBER 8801434 / DATE 3-23-89 PROJECT NAME: ADDRESS 1635 St Ames Court PROJECT NO.: - UNIT NUMBER: ( PHASE NO.: .. .. ••• •. .. . SFD. . ...,TYPE OF UNIT: . NUMBER OF UNITS: - CONTACT PERSON:—\\'kent Johns ,,. . .. •... . .. 753-3531 CONTACT TELEPHONE:_' . . ) all departments - JNSPECTED DATE • :y. BY; ._\ INSPECTED: MAR. 99 1989 APPROVED ______ DISAPPROVED INSPEcTED. DATE . . . . BY: t' INSPECTED: ___________• APPROVED _____ DISAPPROVED ' CT INSPEED DATE . 'BY: . . INSPECTED:.___________ APPROVED _____ DISAPPROVED:_____ •• .• •. .. . Costa Real Municipal Water District COMMENTS Engineering Dprtment • (6i9)438367 :.*; • 0• • • . . ,,'"., --. . . • •, • •!, • • •• •. • • •.• . S • . • Rev. 1I86 WHITE Suspense ~"~,trlctEEN Engineering CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 880434 DATE: 3-23-89, PROJECT NAME: ADDRESS: 1635 St. Mmes Court PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: SFD TYPE OF UNIT: NUMBER OF UNITS: CONTACT PERSON s1ent Johns CONTACT-TELEPHONE: -53-3531 . \ alt departments -: INSPECT , "DISAPPROVED BY:INSPECTED: ___________ APPROVED INSPECTED DATE BY: _____________________ INSPECTED: ___________ APPROVED _____ DISAPPROVED INSPECTED DATE BY: ___________________ INSPECTED: _________ APPROVED. _____ DISAPPROVED .......... COMMENTS: •. :r. ;l to Rev. 1186 WHITE: Suspense BLUE: Water Engineering ANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 880t$34 DATE: 32389 PROJECT NAME: ADDRESS: 1635 St. JneS Court - PROJECT NO.: ________________ UNIT NUMBER: ________________ PHASE NO.: TYPE OF UNIT : SFD NUMBER OF UNITS: .- M 1989 CONTACT PERSON: 'Kent Johns c ki CONTACT TELEPHONE 753-3531 c ANC INSPECTED • DATE BY: ______________________ INSPECTED: APPROVED _1Z DISAPPROVED INSPECTED tDATE BY: _______________________ INSPECTED: ____________ APPROVED DISAPPROVED ______ . S INSPECTED DATE BY: -. INSPECTED: APPROVED ______ DISAPPROVED lk COMMENTS: - Rev. 1188 WHITE Suspense BLUE Water District GREEN EngIneer AUtIIItiesPK Planning GOLD Fire - - '• r FINAL BUILDING INSPECTION * '• .•- PLAN CHECK NUMBER 880434 DATE 3-23-89 PROJECTNAME: ADDRESS 1635 St. Jnes Court PROJECT No.: UNIT NUMBER:•_________________ PHASE NO.: TYPE OF UNIT SFD NUMBER OF UNITS CONTACT PERSON Kent Johns CONTACT TELEPHONE 753-3531 all departments INSPECTED , DATE 4~APPROVED BY / "/1 INSPECTED 1 '1 , DISAPPROVED _____ INSPECTED DATE - •' INSPECTED: ____________ APPROVED ______ DISAPPROVED' - ,-. I INSPECTED DATE BY: INSPECTED:. • APPROVED • - DISAPPROVED I '•' COMMENTS I. .•-' . / Rev. 1186 WHITE Suspense BLUE Water District GREEN Engineering CANARY Plarinin OLD Fire FINAL BUiLDING INSPECTION PLAN CHECK NUMBER; 880434 DATE: 3-23-89 PROJECT NAME: ADDRESS: 1635 St. Ames Court PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: cTIII1111) NUMBER OF UNITS: CONTACT PERSON: Kent Johns CONTACT TELEPHONE: all. departments INSPECTED , . - DATE BY: . - INSPECTED: APPROVED DISAPPROVED DISAPPROVED INSPECTED DATE •- - BY: _______________________ INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: . I 'S 'Sr I I Rev. 1186 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK PlannLD Fire • CASHIERS VALIDATION - 0 ttg niar1øba SEWER PERMIT APPLICATION' V V V 0011 05/31 0101 048an1tn 1000.00 SEWER PERMIT NUMBER: SE 32 VI APPLICANT TO FILL IN SHADED AREA BUILDIN%PLAN CHECK NUMBER PC /401/3/ BUILDING ADDRESS: J r ' BUILDING TYPE:____________________________________ V V j NUMBER OF I CALCULATIONS: V OWNER: •T hU' MAILING ADDRESS: 7 - V?r T JI$).J4 . V• / V_'•_• \ _,V V V _i''L'•1u)\ V I' V lrss o CONTRACTOR:— A _ KV. _V j ci V V ç4ô(/4 ICA— V V MAILING ADDRESS: _J 4 ___V V 4/V V oJ V V V V V •• SL V V LEGALDESCRIPTION: -k 7 • rry CONNECTION FEE . .. '•/Q() COST PER UNIT x NO. UNITS ') V ______ V -' i4 ii,?ti t- . . V 0 on JV'• ,4f '/ •. j V VV LATERAL CHARGE: V V V - V TOTAL CHARGES: PREPARED BY: •hii. V ASSESSORS PARCEL NUMBER: (e.,3 VL(PRINTED NAME) - - V V •V COMMENTS: • Vf : V V ' •' V V V • WHITE: DPS GREEN: Finance • CANARY: Water PINK: Building GOLD: Applicant - V V Enclosures:_______________________ By ESG TION ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE: JURISDICTION: a?4u o 10 PLAN CHECK NO: a SET: TT PROJECT ADDRESS: b S ..\ çv Q4- PROJECT NAME: AnlMT CANT P DI TION CHECKER []FILE COPY o UPS ODES IGNER E] 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 IN with the jurisdicton's building codes when minor deficien- cies identified p 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. U The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: k1-viiI*s 17.Q00L/ Esgil staff did not advise the applicant contact person that on plan check has been completed. U Esgil staff did advise applicant that the plan check has been completed. Person contacted:_______________________ Date contacted: - Telephone #________________ REMARKS:. TYATä - :1 WI _ _LW I, ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE: JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: 92D,1331 SET: PROJECT ADDRESS: 15 £f JAMES 672 PROJECT NAME: 5, APPLICANT 'UTGT ION FILE COPY UPS DESIGNER The plans transmitted herewith have been corrected where 0 necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies 0 identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: ir JOHL1 9.s ThTFteI D2. ENL1rn7p 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: JTJ!4I1 Date contacted: q121 Telephone #5.-*c.31 REMARKS: BY: ENCL:fllftjjD,EAjgpc1Y ESGIL CORPORATION I JRISDI0N: CITY 07 CARLSBAD PLAN COMMM SMM CITY OF CARLSBAD SINGM Film! AND WPLRE DWELMOGS Date plans received by jurisdiction: Date plans received by Esgil Corporation: Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UNC (eff. 8/28/87) The above regulations apply to residential construction, regardless of the code editions adopted by Ordinance. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To sneed un the recheck process note on this list (or a copy) where each correction item has been addressed i.e., elan sheet, specification. etc. Be sure to enclose the marked up list when you submit the revised plans. Date initial plan check completed: _ Ay: 61Lff5I) W P,- EP_ Applicant contact person: Hur Jwiic Telephone: NMZ: PAGE NO=MS ARE JZ IN SThCE AS PAGES H&VIM NO IMMS IMMIM CMUM=OKS W List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) PLANS Please make all corrections on the original \..../ tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 0208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. j. Indicate on the Title Sheet of the plans, the ' name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. 1. All sheets of plans must be signed by the ( person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be ( signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(c). 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 property lines to proposed building. Section 302(c). /0. Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. FIRE FRO"rI0N 4. Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). 6. 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). 3/. Plastic skylights shall not be installed ( within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. 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. S Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleenine rooms are on unoer level. Section 1210. p O*i dE/LiV A86E$iThR. 317. A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. When the valuation of a room addition exceeds I $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. 12/16/87 2 ROCK SIZES, LI, VflrrflJ.flON AND GLAZDIG Habitable rooms, other than kitchens, shall / contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor I area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in 21. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). ) I))14.S(EL 2A1 -M iLl. -4.!60b0e'AI.49LE (LiiI. ru 312. At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). 2j. 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). 2j. Provide mechanical ventilation capable of f 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 I be less than 7'0" in any dimension. Section 1207 (c). 6. Show that ceiling height for habitable rooms is a minimum of 7'0. Section 1207 (a). 2( Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 710". Section 1207 (a). 24. Dimension on the plans the 30" clear width for I water closet compartments and 24" clearance in front of water closet. Section 511 (a). 29. Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5606 () 6. S Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5606 (d) 5. 32. 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. mI.5r,ge A5tAeC&0 3 . A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. vaTs • SIAAYS • MID RAfl.INGS Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section 3303 (a). Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 611. Section 1711. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. 12/16/87 3 Provide stairway and landing details. Section I 3306 (b) & (c). b. Minimum headroom is 61 6". C. Minimum width is 36". All handrails per Section 3306 (j), shall satisfy the following: Provide handrail for stairways with 4 or more risers. Handrail shall be 30" to 34" above the nosing of treads. C. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. 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 1/1" lower than the floor level. Section 3304 (h). 1/3 • 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. Minimum width is 36 inches. Provide spiral stairway details, per. Section 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches d • The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.0. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. 47 In buildings over 2 stories in height, provide I 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). 4/. Openings in exterior walls below or within 10 f feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the I 3 foot setback from the property lines. Section 3306 (n). s4. The walls and soffits of the enclosed usable I space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). Within units, show that corridors have a / minimum width of 36 inches. Section 3305 (b). ROOFThG JI. Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). Specify roof material and application. Chapter 32. 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. a. Maximum rise is 7" and minimum run is 11". j When the stairs serves less than 10 occupants, or serves an unoccupied roof, ( rise may be 8" maximum and run 9" minimum. 12/16/87 4 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 114 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. 4. Show roof drains and overflows. Section 3207. 0. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. /i. Plastic skylights must be separated from each other by at least 4feet. Section 5207 (a) 6. 62. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). MASONRY 0. Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. 4. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)1 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. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). f0. Show a minimum 2" air space and flashing / between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS 7/. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 7/. 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/Z. Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). 74. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 7/i. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. 7. 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 is 3 1/2 to 1 for height-to-width . Table 25-I. 7/. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). 7. Provide an 18" raised platform for any PAU, I 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). 7. The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: 12/16/87 5 Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. qi. Provide a letter from the soils engineer I confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). J 2 The soils report reconmendations excavations be . reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, forinings 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. 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. /6. Note on plans that wood shall be 6" minimum 087- above finish grade. Section 2907 (a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. On graded sites, the top of any exterior foundation shall extend above the street gutter at point of discharge or the inlet to a drainage device a minimum of 12" plus 2 percent. Section 2905 (f), 2907 (d) S. is . Dimension foundation per U.B.C. Table 29A: Floors Footing Supported* Stemwal 1 Width Depth Thickness 1 6" 12" 12" 6" 2 all 15" 18" 711 3 10" 18" 24" 8" *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 M. Ø. Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edge and and distances and spacing. Section 302 (c). /2- If required by structural calculations, show size, imbedinent and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). 93. If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing walls ' and shear walls. Section 2907 (b). 91. 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" clearance to bottom of girders. Section 2516 (c) 2. 9/. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 (c). 9j. Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. l9). Specify that posts embedded in concrete shall I be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. FRAMING lL. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. joz. Note cross bridging or blocking. Floor joists I and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (a) 6. 12/16/87 6 10 . Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. 4 . Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 105. 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. 1t6. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 1C7. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 104. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 119. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 10. Show nailing will be in compliance with Table 25-Q. (n)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; J . at all interconnections between concealed I 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 ceiling and floor levels, with noncombustible materials. 1,/2. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 20'. Table 25-R-3. 1,/3. Studs supporting two floors, a roof and / ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. Note on A.I.T.C. Certificate of Compliance for ~4_ glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). Detail all post-to-beam and post-to-footing / connections and reference the detail to the plan. Section 2516 (m). 1/6. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 117 Specify nail size and spacing for all shear walls, floor and roof diamhraems. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, 3, K and Section 4713 (d)]. i7 . Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. 119. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 1/0. Provide roof framing plan and floor framing plan. Section 302 (c). 1/1. Provide framing sections through Section 302 (c). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 123. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b).'NIIa Stt.pPaac,r)(, 16Ib 14. Provide calculations for lateral loads, shear I panels, shear transfer and related. Section 302 (b). 12/16/87 7 315. Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comments below or at end.) 121. 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. l. 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. 128 Show location of attic access with minimum size 22" x 30". Section 3205. 119. Show draft separation for attic areas between units in a duplex. Section 2516 (f). 130. Specify plywood grade and paz),e). identification index. Table 25-N. FLIO,Z P(.Y.'I'/ 21T6L /OOF / vqaD aA 1L. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 14. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. 1. Cripple wall studs exceeding 4 feet in height ' shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. 134 Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (i).ljtyfE kwr 9LY 1.5 e.bKbR. I Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). 116. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. 1/7. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. l. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). )AN1CAL (UNIFORM MEMANICAL DE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 1,19. Show the size, location and type of all heating and cooling appliances or systems. )0. Show source of combustion air to furnace, per Chapter 6, UMC. li]. Every dwelling unit shall be provided with 1 heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC. Sec. 1211. Show minimum 30" deep unobstructed working ( space in front of furnace. Section 505, INC. /3. Note on plans, "clearances to be per manufacturer's listing." Section 504, UMC. lJ. 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. 145. Show I.C.B.0. approval number for prefab fireplace. 4. Show access to the attic or underfloor furnace / to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. l7. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. llh. Show permanent electrical outlet and lighting I fixture controlled by a switch for the attic furnace. Section 708 UMC. 119. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. G 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. 111. Provide dryer vent to outside. UMC, Section / 1903. 12/16/87 8 L1ICAL (Nfl0IAL ELECT1UCAL aloE) All wiring shall comply with the National Electrical 152 Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. 1/3. Show location of all electrical receptacles. Electrical receptacle locations and/or spacing I is not adequate in_____________________________ l. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 156 Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchefl sink, outdoor, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. 157 Note electrical system ground to be provided per NEC, Art. 250-81. PUJMBflIC (UNIFORM PUMD1G CODE) 158. Show water heater size type and location on plans. UPC, Section 1301. 1/9. Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. 1&0. Fuel combustion water heater shall not be I 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. 162 Show I and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). L$etL. kit)e Ot) .NT. 17. 1. Note on the plan that hose •bibbs and lawn ' sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & (i). l. Show shower stall can accommodate a 30" circle f and has a minimum floor area of 1,024 sq. in. UPC 909 (d). NOISE ThSEJIATION (DUPLEXES) l. 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. 16. 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. l7. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. State regulations (California Admin. Code) require that the design satisfy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. 168. On the title sheet of the plans, provide a summary of the design features for this project (i.e., R-values, glazing, shading devices, thermal mass, HVAC efficiencies, etc.). V 8 Show on the plans the "R" value for the walls, floors, ceiling and related areas. ALSO j)(4CTIL)S"- . Show double glazing as per Energy Design, on Glazing Schedule. Show on the plan how shading requirements are ( satisfied. Show on the plans the thermal mass areas as ( indicated in the energy documentation. 12/16/81 9 11h. The plans are not in compliance with the energy ( conservation compliance package selected or design calculations provided. Show on plans conformance as follows: J4. The glazing area on the plans exceeds that I shown in the documentation or allowed in the i package selected. Glazing area includes rough openings of windows and the full size of french doors. Specify on the building clans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. 174. For room additions, show that the glazing area ( of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. CARLSBAD S.F.D. & DUPLIM &JPPLIr l. Energy conservation design should be for Zone 7 . See attached energy packages. l74. Floor drains must have auto-prime (city policy). S Note exhaust fans cannot be ductless type (city policy). G New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 182 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). Gheating All piping for present or future solar water must be insulated when in areas that are not heated or cooled by mechanical means (city policy). l. Incorporate the waterproofing details, on the / attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 185. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. 116. All new residential buildings, including ( additions, require a soils report. Please submit two copies. 147. Heavy timber framing, minimum 6" x 10" beams ( and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). 4. UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). 1ê9. City Ordinance 9792 requires two parking I spaces/unit with clear area of 201 x20' i.e. no washing machines, etc • Show compliance. lO. Please see additional corrections, or remarks, i 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________________ EILWJ 1)ALKEE at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. Enclosures: - 12/17/87 10 FOLLWlG N= gpyyyx MJJRi RJIR(IS SHO= BE INCORMUM ON PLAN zI, OR CONrADM W17MM JOB SFEL4IICAflON D0QtTS. MANDATOR? Va= CXfl(SVAIION REOMMMMS OF THE SIA1 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. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1982 Edition. A vapor barrier is required in climate zone 1, 14, and 16. All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration standards and shall be certified and labeled. All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. (U) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated with a 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 TZ0-1406(d). Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. Shoverheads 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 Le, 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 EQI 3/5/86 Datci_____ Prepared by CITY OF CARLSBAD Bldg. Dept. VALUATION AND PLAN CHECK Frr D Esgil PLAN CHECK NO. BUILDING ADDRESS J&35 .S1. JAi r- 77-APPLICANT/CONTACT XiiiT Joiia PHONE NO.5.3'si BUILDING OCCUPANCY R'.3 /m-i DESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE RethE1k L/3] IOb 1DI(. OO Air ConditiortinE Commercial _@ Residential Res. or Comm. Fire Srink1ers Total Value Building Permit Fee $ Plan Check Fee $ S d'7 71 IQ COM MCNTS- Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET___) OF 1 12/87 0 D 0 D 0 0 U 0 Tvwl 9 6 i OWN ENGINEERING CHECKLIST Date: Plan Check"No. 68ô434 Project Address:/3S 5i 07- Project Name: RESJD -AICE Field Check Date: By: LEGAL REQUIREMENTS Site Plan LEGEND ~Y— Item Complete Item Incomplete - Needs Your Action 1,2,3 Number i.n circle indicates plancheck number that deficiency was identified 1. Provide a fully dimensioned site plan drawn to scale. Show: North Ell D D arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. 3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE 2.95-693 7. Need the following completed prior to building permit issuance: Grading plans signed. Grading permit issued. Grading completed. Certification letter and compaction reports submitted. Grading inspected and permit signed off by City Inspector. 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED io. Park-in-Lieu fees required. —fcQ •4 Quadrant:-, Fee Per Unit: , Total Fee:________ O 11.. Traffic impact fee required. Fee Per Unit: , Total Fee: C1 12. Bridge and Thoroughfare fee required. Fee Per Unit: - , Total Fee: O 13. Public facilities fee required. 14. Facilities management fee required. Fee:,va J-)te,,4cj 15. Additional EDU's requird: I. C L..J Sewer connection fee: VZOOO Sewer permit no. 322-9 0 16. Sewer lateral required: REMARKS: 0. K. to i Date: If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. C4 m 000 Q_ CL Q_ Coastal Permit Required YES NO Additional Comments PLANNING CHECKLIST 10 Plan Check No. 138Q34/ Address 077 J,iis Cr Type of Project and Use <5FD Zone Use Allowed? YES NO Setback: Front O/< Side OK Rear Facilities Management Zone I School District: San Dieguito Encinitas Carlsbad L!11EJ 0 Discretionary Action Required YES 121"D 0 Environmental Required YES 0 Landscape Plan Required YES Comments San Marcos NO Type Cra/-co NO NO OK TO ISS T .__.<_.L.. DATE COMPACTION LA, S, INC. ( SOIL TESTING .& INSPECTION SERVICES August 4, 1987 Project No. CL-1405 Mike O'Garra 3229 Valley Street Carlsbad, CA 92008 Subject: ADDENDUM REPORT Carlsbad Tract No. 81-50, PUD-37 Valley Street Carlsbad, California Dear Mr. O'Garra, Per your request, we have reviewed our previously submitted report dated July 9, 1987.. . The septic tank and leach, lines encountered on Lot #2 were removed and replaced with properly compacted soil to grade. Soil types 1 thru 4, inclusive, were encountered as on-site native materials. Soil type 5 was imported. If you have any questions, please do not hesitate 'tO contact us. The opportunity of working with you is sincerely appreciated. • . Respectfully submitted, • • • - - COMPACTION LASS, INC.. • . . • Ok Alan H. sargeht • • Dale"R. Regli • President ' • RCE 19393. AHS/pjr . cc: (3) submitted • • , Qi L/43 Post Office Box 271338, Escondido, CA 92027. (619), 741-5289., COMPACTION L. 3S, INC. ( SOIL TESTING & INSPECTION SERVICES July 9, 1987 Project No. CL-1405 Mike O'Garra 3229 Valley Street Carlsbad, CA 92008 Carlsbad Tr N - So Subject: Report of CertiftcitTh.n.Q.S Compacted Fill Ground PUD-37 Carlsbad, - Valley S tree t Dear Mr. O'Garra, In response to your request, the following report has been prepared to indicate results of soil test, observations, and inspection of earth-work construction at the subject site. Testing and inspection was performed between July 'l: and 6, 1987. Briefly, our findings reveal filled ground has been compacted to a minimum of ninety percent. Therefore, we recommend construction continue as scheduled. SCOPE: - Our firm was retained to obsery qradinq operations -with regard to current standard practices and to determine the degree df compaction of placed fill. - Grading plans were prepared by Joseph K. Lukowaki. Grading operations were per(ormed by Ray Carlin of Alpine, - California. - 13 Post Office Box 271338, Escondido, CA 92027 • (619) 741-5289 COMPACTION LdS, INC. "'SOIL 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. Pill 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-expaniive soil. It is our opinion expansive soils lay in a non-detrimental condi'.tion and conventional construction ma y 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 determine the degree of compaction, field density 'tests were 'performed in accordance with .ASTM .D-1556 or D-292.2 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. . . - COMPACTION UI4S, INC. ( 'SOIL 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. Compacted 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 mini urn width of 12 inches and founded 'a minimum of iband inches below lowest adjacent 'grade for one ant 18 wo story,.pectively, 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 horizonta1d4stance from the bottom-outside face of footing -to-the face of the slope is a minimum of 'eight feet. -. 4.. All continuous footings should be reinforced with a minimum of Completion of grading operations were leftat 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. - , COMPACTION C&413% INC. SOIL 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. J IZI Alan H. Sargent, President Dale R. Regli, RCE 19393 AHS/pjr cc: (3) submitted ' .sc.t QEpb2..-r\ ' 7 WT ED 5-Is- 81"\ / \ \ LOT COMPACTION LABS SOIL TESTING PROJECT No. CL-1405 PLATE No. 1 Soil Description Type Brown Silty-Sand I Gray-Brown Fine Silty-Sand II Orange-Brown Sandy-Clay III Brown Sandy-Clay IV Red/Orange Silty-Sand . V COMPACTION LJ3S, INC. 'SOIL TESTING a INSPECTION SERVICES - TABULATION OF TEST RESULTS S • 5-4 43C rICO • IJ 0 .0 z CO O-4 '4 O li • > C 1!. il d 32 7/01/87 See Plate 153.5 11.7 113.7 I 86.1* 33 " No. 1 155.5 7.7 118.6 I 89.8* 34 a' " 155.5 4.8 126.3 1. 957* 35 " . U 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 a' 157.5 9.0 119.3 I 90.3 39 a' " 156.5 10.8 119.5 I 90.5 40 " a' 157.5 11.6 121.2 I 91.8 41 7/06/87 a' 158.5 7.0 121.4 V 97.2 42 " " 158.5FG 6.4 120.9 V 96.9 43 a' " 159.OFG 6.2 119.0 V 95.3 44 " . " '159. OEG 3.7 115.1 I 87.2*. 45 " a' . 159.OFG 6..4 120.0 V 96.1 46 a' " 158.5FG 12.5 120.3 I 91.1 47 a' 158.0G 11.8 122.0 I 92.4 Remarks: Test No. Is 32, 33, 34 and 44, undisturbed native soils, 85% minimum required. Optimum Moisture, Maximum Density Maximum -Optimum Dry Density Moisture (lb/cu.ft) (%drywt.) .132.0 9.0 119.7 . 13.3. 122.2 . 13.2 114.0 17.5 124.8 9.0. Project No. CL-1405 Plate No. 2 COMPACTION LABc, INC. .SOIL* TESTING & INSPECTION SERVICES CARLSBAD TRACT 81-50 PUD-37 Lot No. .1 Fill 2 Fill 3 Cut 4 Cut 5 Fill 6 Fill 7 Fill Project No. CL-1405 ••. OMPACTIOt ABS, INC. SOIL TESTING & INSPECTION SERVICES PRELIMINARY SOILS INVESTIGATION for Proposed Single Family Dwellings Carlsbad Tract No. 81-50/PUD-37 Valley Street Carlsbad, California Prepared for 'MIKE O'GARA 3229 Valley Street Carlsbad, CA. 92116 September 23, 1985 Project No. CL-1405 ii 7895 Convoy Court, Suite 15, San Diego, CA 9211 . (619)292-0688. North County (619) 741.5289 'COMPACTION LAL- J, INC. :. SOIL TESTING & INSPECTION SERVICES September 23, 1985 Project No. CL-1405 Mike O'Gara 3229 Valley Street Carlsbad, CA. 92008 Subject: Proposed Single Family Dwellings Carlsbad Tract No. 81-50/PUC-37 Valley Street Carlsbad, California Gentlemen: Per your request, we have performed a preliminary soils investi- gation for the subject project. The purpose of our investigation was to evaluate the suitability of the site for the proposed development and make recommendations with regard to site grading and foundation design. Briefly, the investigation reveals favorable soil conditions and In our opinion the site is suitable for the proposed development, provided recOmmendations set forth in the attached report are adheared to. •: If you have any question, please do not hesitate to contact US. This opportunity to be of service is sincerely appreciated. Respectfully submitted, COMPACTION LABS, INC. : z4l- H. DaleR. Regli, RCE 19393 DRR/pjr cc: (3) submitted 7895 Convoy Court, Suite 15, San Diego, CA 92111:e (619) 292-0688 • North Count,' (619) 741-5289 tOMPACTION( A 349 INC. ( SOIL TESTING & INSPECTION SERVICES - TABLE OF CONTENTS Page 1. Purpose and Scope 1 2. Location and Description of Site 1 J. Field Investigation 1 4. Soil Conditions 2 5. Laboratory Testing 2 6. Recommendations and Conclusions 2 Grading Foundations Recommended Paving Section Review of Grading Plan 7. Uncertainty & Limitations 5 . APPENDIX . Appendix "A" - Exploration Legend and Unified Sofl Classification Chart. Plate No. 1 Test Pit Location Plan Plate No. 2 - 7 Exploration Log Plate No. 8 Tabulation of. Test Results Appendix 0811,- Recommended Grading Specifications CQMPACTION( V ), INC. SOIL TESTING & INSPECTION SERVICES Page 1 1. PURPOSE & SCOPE The purpose of the investigation was to determine if the site is suitable for the proposed single family dwellings. The scope of the investigation was to: Determine the physical properties and engineering characteristics of the surface and subsurface soils. Provide design information with regard to grading, site preparation, and foundation design of the. pro- posed structures. 2. LOCATION AND DESCRIPTION OF SITE The site is located at 3229 Valley Street, Carlsbad, California. The 2 acre, '!L" shapped property, borders vacant lots to the north and west, existing single family dwellings to the south and Valley Street and additional family dwellings to the east. The topography of the lot slopes gently downhill from east to west with an overall difference in elevation of approximately ten feet. The site is presently 'occupied with a single-story residence, and detached garage. An existing leach field is located west of the house and will require removal at the time of grading. The residence is landscaped with hedges, small to large trees, native grasses and is encompassed by fences. Vegetation 'onthe. remaining portions of the property consist of a few small trees and native grasses. However, these grasses ha.ve .Peen recently disked under to avoid ,,,fire hazard. On the'southeast corner of the site (area of proposed lots 3 and 4) stockpiled fill soils were observed. These soils may be blended with on-site native soils and utilized during earthwork construction. It 1s our understanding that lot number 1 through 7w111 be occupied with newly constructed single family 'dwellings and lot number 8 is to receive •anexisting single family dwelling which is to be moved on-site upon completion of grading. 3. FIELD INVESTIGATION. . . The field inves.tigation was performed on September 10, 1985, and Included an inspection of the site and the excavation of six exploratory trenches, with a back hoe to 'depths of 'ten feet. Location of test pits are shown on attached Plate. No. 1, entitled "Test Pit Location Plan." . As excavation proceeded representative bulk 'samples Were. collected. In place natural densities and moisture content were .'.COMPACTION(' k 3, INC. ( SOIL TESTING & INSPECTION SERVICES Page 2 determined at different depths in the excavations and are included in Plate No. 's 2 - 7. 4. SOIL CONDITIONS Loose surt'icial soils (silty-sands) consisting of plowed ground were found to average two feet in depth throughout the site. Underlying soils to depths of ten feet were dense silty-sands and stiff sandy clays and clays. Expansive soils (sandy clays and clays) were observed in test pit number 2 and 6 (proposed Lots .1 and 7) and will require special recomendations and construction details if selective grading is not employed. Soils encountered in test pit numbers 1, 3, 4, and 5, consisted of silty-sands and were found to be non-expansive (less than 3 percent swell). Groundwater was not encountered, nor did caving occur in any of our exploratory trenches. 5.- LABORATORY SOIL TESTING :. All laboratory tests were performed on typical soils in accordance with accepted test methods of the American Society for Testing and Materials (ASTM). Tests conducted include: Maximum Density & Optimum Moisture . Direct Shear (Remold) Sieve Analysis . . . iField Density & Moisture Expansion Potential (conducted In accordance with requirements of the City of San Diego Test for Expansive Soils.) Test results are tabulated on the attached Plate No.'s 2 through 8 entitled "Exploration Log & Tabulation of-Test Results." 6. RECOMMENDATIONS & CONCLUSIONS General The site Is suitable for the proposed single family dwellings. -Recommendations contained in this report should be incorporated in the planning, design and construction phase of the subject project. 6A. Grading Subsequent to site demolition and removal of the existing structures, loose surficial top soils, as indicatedon attached COMPACTIONc A 3, INC. ( SOIL TESTING & INSPEtJON SERVICES Page 3 Plate Numbers 2 through 7, should be removed and recompacted in accordance with attached Appendix 'B' entitled "Recommended Grading Specifications." Loose native soils may be determined as those having an insitu density of less than 85 percent Of maximum density. Leach lines located west of the existing house should be removed and their excavations recompacted in accordance with atached - Appendix 'B'. If encountered, leach lines and/or pipes should be removed. Concrete pipes may be crushed in-place. Trench lines should be recompacted in accordance with Appendix 'B'. 68. Foundations General If on-site expansive soils (such as those encountered in test No.'s 2 and 6) exist within 24 inches of finish grade upon completion of grading, the following foundation recomrnentdati.ons will be required to reduce structural ..damage occuring from excessive subgrade movement. For one and two story construction: Continuous footings having a minimum width of 12 inches and founded a minimum of 18 inches below lowest adjacent grade will have an allowable soils bearing pressure of 1200 pounds per square foot. . All continuous footings are to be founded a minimum -ofl8 ,inches below lowest adjacent grade and reinforced withone'No. 4 bar top and bottom. Steel should be positioned S inches above bottom of footing and one inch below top of footing. Interior slabs should be 4 inches thick, reinforced with 10/10, 6 x 6 welded wire mesh, -and underlain .with a 4 Inch base consisting of sand or crushed rock. Sand should be tested in accordance with ASTM 0-2419 to insure a minimum sand-equivalent of 30. Slab reinforcing should be -extended through joints and provide .a tension tie with perimeter footings. If this method proves impractical during construction, an alternative method may be employed. This method consists of No. 3 bars,- .30 inches on center, extending 30 bar diameters into both slab and, foundation. Clayey soils should not be allowed to dry prior to placing concrete. They should be watered to Insure they-are kept in a very moist condition or at a moisture content exceedingoptimum moisture content by a minimum of 3 percent. a. COMPACTION aA 3, INC. ( SOIL TESTING & INSPECTION SERVICES Page 4 68(2) Foundations (Alternative) General In the event 'that selectivegrading.is employed to insure that ,clayey soils are placed a minimum of -24 inches below finish grade, conventional foundations may be utilized. Furthermore, if grading is performed as planned, we anticipate-the.-majority of the proposed single -'family dwellings will be founded in on-site non-expansive soils. For one story 'construction: Continuous footings founded Ln 24 inches of on-site non-expansive soil having a minimum width bf 12 inches and founded a minimum depth of 12 inches below lowest adjacent grade will have an allowable soil bearing pressure of 2500 pounds 'per square foot. For two story construction: Continuous footings founded in 24 inches of on-site non-expansive soil having a minimum width of 12 inches and founded a minimum depth of 18 inches 'below lowest adjacent grade will have an allowable soil bearing pressure 0f3000 pounds per square foot. All continuous footings are to be reinforced with one 44 bar top and bottom. Steel should be positioned 3 inches above bottom of footing. and 3 inches below top of footing. Interior slabs should be a minimum of 4 inches in thickness. 6C. Recommended Paving Section Structural sections for asphaltic paving for the proposed roads and streets are based on an estimated subgrade 'R' value of 20. The following section is provided for bid purposes only. Actual sections should be determined subsequent to completion of grading operations. .' . . Proposed St. James Ct. - Assumed Traffic index CT8hSP- 2 inches-of asphaltic pa vinc '8 inches of 'select base coui 7dL - 6 inches of recompacted nati 'Proposed St. -James Drive -' • Assumed Traffic Index 5.5 3 inches of asphaltic paving on 10 inches of select base course on 6 inches of recompacted native subgrade. All materials and construction for asphaltic paving and base should conform to the Standard Specifications of the State of '.CQMPACTION( A 39 INC. ( SOIL TESTING & INSPECTION SERVICES Page 5 California Business and Transportation Agency, Department of Transportation, Section 39 and 26, respectively. Class III decomposed granite, if used, should have a minimum 'R' value of 70 and SE of 30. All materials should be compacted to a minimum of 95%. - ED. Review of Grading Plan Preliminary grading plans used during our investigation were prepared by Joseph Lukowski. If approved plans differ from preliminary plans we would like to review them to assure compliance with recommendations presented in this report. 7.. UNCERTAINTY AND LIMITATIONS Surface and subsurface soils are assumed to be uniform. Therefore, should soils encountered during construction differ from those presented in this report, we should be contacted to provide their engineering properties.' It is the responsibility of the owner and contractor to carry out recommendations set forth in this report. During our investigation of the subject site, evideqce of faulting was not encountered. Subsequent to review of available geologic literature, we feel any faulting in the -vicinity of the site may be classified as inactive. However, it should be noted that San Diego County is located in a high seismic area with regard to earthquake. Earthquake proof 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 responsibi1ity of the owner and contractor to insure construction operations are conducted in a safe manor and in conformance with regulations governed by CAL-OSHA and/or local agencies. If you have any questions, please do not hesitate-to' contact us. This opportunity to'be of service is sincerely appreciated. Respectfully submitted, COMPACTION LABS, INC. Dale R. Regli, RCE 19393 RKA/pjr cc: (3) submitted / COMPACTION LABS SOIL TESTING 1ET wr LOLAT \ L01 I, / L0 LOT 7 LO-r AD 01 np . \ez \ TEST PIT LOCATION SKETCH \ PROJECT No. CL-1405 \ PLATE No. 1 ( .OMPACTION LA, SOIL TESTING & INSPECTION SERVICES EXPLORATION LEGEND UNIFIED SOIL cLAS3I7ICATI(aI CHART SOIL DESCRIPTION GROUP SYMBOL 1. COARSE GRAINED. More than half of material is larasr than No. 200 sieve size. GRAVELS CLEAN GRAVELS GW more than half of coarse fraction is larger than No. 4 OP sieve size but saall.r than 3. GRAVELS WITH PINES GM (Appreciable amount of fines) GC SANDS CLEAN SANDS SW More than half of coarse fraction is SP smaller than No. 4 sLove size. SANDS WITH PINES SM (Appreciable amount of fines) SC TYPICAL NAMES Well graded gravels. gravel- sand mixtures, little or no fines. Poorly graded gravels, gravel sand mixtures, little or no fines.. Silty gravels, poorly graded gravel-sand-silt mixtures. Clayey gravels, poorly graded gravel-sand, clay mixtures. Well graded •and,gravelly sands little or no fines. Poorly graded sanda,gray.Lly sands, little or no fines. Silty sands poorly graded sand and silt mixtures. Clayey. sands, poorly graded sand and clay mixtures. 11. PINS GRAINED, More than half of material is smaller than So. 200 sieve size. SILTS AND CLAYS ML Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt-sand • mixtures with slight plast- icity Liquid Limit CL Inorganic clays of low to less than 50 medium pLaseicity.gravelly clays, sandy clays.silty • clays, lean clays. OL Organic silts and organic silty clays of low plasticity SILTS AND CLAYS MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Liquid Limit CH Inorganic clays of high greater than SO plasticity, fat clays. OH Organic clays of medium - to high plasticity. HZG).Y ORGANIC .SOXLS PP Peat and other highly organic .oils. Z. - Water level at time of excavation or as indicated US - Undisturbed, driven ring sample or tube sample CK - Undisturbed chunk sample BG Bulk sample APPENDIX 'A' COMPACTION tAs SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG 3229 Valley Street PROJECT NAME DATE LOGGED September 10,1985 Exsisting Grade ONE - ELEVATION __________ TEST PIT NO. = a, CL . DESCRIPTION & REMARKS I- a, U I.4J C WU 4., CL ca U CL U) U 4.) U Vt> U Vt Vt a, L. .,.0 00 4AU Em.- !l x ., . Vt Vt Vt 1 BG 104.3 3.1 35.2 1 - SM Brown, Dry, Loose, SILTY-SAND 2 (Plowed Gro4ind) BG 121.7 8.3 41.4 2 Orange, Moist, Dense, SILTY-SAND 3 - (Firm Native at 2') 4 . . SM 5 6 8 BG SM Tan-Red, Humid, Dense, SILTY-SAND 10 U - Bottom Of Test Pit Number One CL-1405 Two PROJECT NO.__________________ PLATE NO.'*- ______________ I C COMPACTION ajS SOIL. TESTINC & INSPECTION SERVICES EXPLORATION LOG 3229 Valley Street DATE LOGGED September 10, 1985 PROJECT NAME Exsisting Grade TEST. PIT NO. TWO ELEVATION. ___ C 0 U 0. >' 0 0 cm ft CL U U DESCRIPTION & REMARKS 3C C CL _ CL E U U n> U 00 UIW E 0 0.- 0 0 Z U - Grey-Brown, Humid, Loose, SILTY- 1 SM SAND (Plowed Ground) SM Brown, Dry, Loose, SILTY-SAND BC 93.5 4.0 1.5 2 • ____ (Plowed Ground) BC 52.4 3 • . Orange-Brown, Humid, Stiff - SANDY-CLAY (Firm Native at 2') 4 CK 119.1 6.0 4 CL 5 • Bottom of Test Pit Number Two 1 I 1 I I II I PROJECT NO. CL-1405 PLATE NO 2 ( ( COMPACTION LABS SOIL TESTINC & INSPECTION SERVICES EXPLORATION LOG 3229 Valley Street DATE LOGGED September 10,198 PROJECT NAME ELEVATION - ExsistinR Grade TEST PIT NO. THREE = CL - C C = CL 40 .'- DESCRIPTION & REMARKS 10 C-c ww - CL CU CL W.== U'> C.'.- U' - CL 10 E 1.cc10.'- .= E- 00 '-10 C 9n -ca ., CL. v in - BG . 32.6 0-1 SM Grey-Brown, Dry, Loose, - SILTY-SAND • (Ploved Ground) BC 119..5 3.5 1.5 2 - SM Brown, Dry, Dense, SILTY-SAND (Firm Native at 1.5') • - __ ___________________ SM Orange, Humid, Dense 4 - SILTY-SAND rz CX 118.8 5.0 5 BC 23.4 7 SM Tan-Red, Dry, Dense, - Bottom Of Test Pit Number Three 'PROJECT NO._ PLATE 'NO. Four COMPACTION LAdS SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME 3229 Valley Street DATE LOGGED September 10,198 ELEVATION - Exsisting Grade TEST PIT NO. FOUR C 0 CL 0 0 'CL Z DESCRIPTION & REMARKS 41 IS 0 u 4106 CL 41 UI, ww CL 41 0 Vt 00 mw ' E ' '-' 0.- 0 Z . Vt Vt Vt 1J SM Grey-Brown, Dry, Loose, SILTY-SAND (Plowed Ground) - SM Brown, Dry, Loqse, • SILTY-SAND (Plowed Ground) 2 BG 118.6 2.7 35.8 2 - SM Brown,.. Dry, Dense, SILTY-SAND (Firm Native at 2') 3 BC 39.1 3 -• • SM Orange, Dry, Dense, SILTY-SAND 4 •. -. 5 - :6 '- S .- . 8 BG, 8 SM Tan-Red, Moist, Medium-Dense SILTY-SAND - Bottom of Test Pit Number Four PROJECT NO., CL-1405 PLATE NO. FIVE• ( COMPACTION LABS SOIL TESTING & INSPECTION SERVICES . EXPLORATION LOG 3229 Valley Street PROJECT 'NAME - DATE LOGGED September 10,198 ELEVATION Exsistin2 Grade TEST PIT NO. FIVE C 0 0 CL 0 .0 . cm CL . DESCRIPTION & REMARKS 41 c E CL U) A> E 41 0Ln 5. cz 00 z U A. U1 — v Grey-Brown, Dry, Loose 1 SM SILTY-SAND (Plowed Ground) — SM Brown, Humid, Dense, SILTY-SAND (Firm Native at 1.5') 3."z . — SM Orange, Moist, Dense, . . . SILTY-SAND 4 — -— Bottom Of Test !it Number Five - PROJECT NO. CL-1405 PLATE NO. Six ( COMPACTION IJ4S SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME _______________ 3229 Valley Street DATE LOGGED September 10,1985, ELEVATION - Exsisting Grade 'TEST PIT NOW. - SIX C 0 - w - 0 0 cm ' CL 26 DESCRIPTION & "REMARKS _ w 'I, 0. 'C WW 0. W 0 E s. o Ov E'.. 'is 0'- Z W in (F) CJ SM Grey-Brown, Dry, Loose, SILTY-SAND (Plowed Ground) Brown, Moist, Soft, CLAY (Becomes Stif'f at 2') 2 BG 70.0 2 CL a • - 4 - Orange, Moist, Medium-Dense SM SILTY-SAND (Clay Binder) 5 - 6' Bottom Of TestPit Number Six 'PROJECT NO. • CL-1405 ••• PLATE NO. 'Seven cQMPACTIcN( , INC. ( SOIL TESTING & INSPECTION SERVICES TABULATION OF TEST RESULTS OPTIMUM MOISTURE. MAXIMUM DENSITY Soil Description Type Brown Silty-Sand P1-1' ,Grey-Brown Fine Silty-Sand P2-l' Orange-Brown Sandy-Clay P2-2.5' Brown Sandy-Clay P6-2' Maximum Optimum Dry .Density Moisture (lb/cu. ft.) (¼ dry wt.) 132.0 9.0 119.7 - 13.3 122.2 13.2 114.0 17.5 EXPANSION TEST DATA Sample No. Condition Initial Moisture (¼) Air.Dry Moisture (¼) Final Moisture (¼) Final Dry Density (pcf) Load (psf) Swell (¼) P2-2.5' Remolded 13.2 P6-2' Remolded 17.7 8.6 11.7 21.7 28.0 109.7 102.5 150.0 150.0 5.6 DIR.E.CT SHEAR • Sample No. P1-1' -• P2-2.5' Condition • Remolded Remolded' Angle of Internal Friction (0) 31 25 Cohesion Intercept (pcf) 300 100 PROJECT NO. CL-1405 - PLATE NO. 8 £ ( .COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES RECOMMENDED GRADING SPECIFICATIONS - (General Provisions) INTENT The Intent of these specifications is to provide general procedures in accordance with curretn standard practices regarding clearing, compacting natural ground, preparing areas to receive fill, and placing and compacting of fill soil to the lines, grades and slopes delineated on the available plans. Recommendations set forth in the attached preliminary soils Investigation report and/or special provisions are a part of the Recommended Grading Specificationsu and shall supersede the provisions contained hereinafter in the case of conflict. INSPECTION & TESTING A qualified soil engineer shall be employed to inspect and test the earthwork In accordance with these specifications and the accepted plans.. It will be necessary that the soils engineer or his representative be allowed to provide adequate inspection so that he may certify that the work was or was not accomplished-as specified or indicated. It shall be the responsibility of the contractor to assist the soil engineer and to keep him appraised of work schedules, changes, new information and dates, and new unforeseen soils conditions so that he may make these certifications. If substandard conditions (questionable soil, poor moisture control, inadequate compaction, adverse weather, etc.) are encountered, the soil engineer will be empowered to either stop construction until the conditions are remedied or recommend rejection of the work. Soil tests used to determine the degree of compaction will be performed in accordance with the following American Society for Testing-and Materials test methods: * Maximum Density & Optimum Moisture Content - ASTM D-1557-70T * Density of Soil In-Place - ASTM D-1556 or ASTM D-2922 and 3017 APPENDIX 'B' COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES MATERIALS Those soils used as flllwill have a minimum Of 40 percent passing a #4 sieve. They will be free of vegetable matter or other deleterious substances and contain no rock over Six inches In size. Should. unsuitable material be encountered, the soil engineer will be contacted to. provide recommendations.. PLACING AND SPREADING OF FILL The selected fill material, shall be placed In layers which when compacted will not exceed 6 inches In thickness. Each' layer shall be spread evenly and shall be thoroughly blade mixed during the spreading to insure uniformity of material In each layer. When the moisture content of the fill material Is .below that recommended by the soil engineer, water shall then be added until the moisture content is as specified to assure thorough bonding during the compacting process. When the moisture content of the fill material Is above that recommended by the soil engineer, the fill material shall be aerated by blading or other satisfactory methods until 'the moisture content is as specified. COMPACTION . . After each layer has -been placed, mixed, and spread evenly, shall be thoroughly compacted to not less than 90% relative compaction. Compaction shall be by sheepsfoot rollers, multiple-wheel pneumatic tired rollers or other 'types of' -rollers. Rolling shall be accomplished while the fill 'rnaterial .ls.at specified moisture content. Rolling of each layer shall be continuous over Its entire area and the roller shall make sufficient trips to Insure that the desired density has been obtained. - .. . . .. The fill operation shall be continued in six inch :compacted layers, or as specified above, until the fill has been brought to the finished slopes and grades shown on the available.:plans. it the APPENDIX '8' ( C 'COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES 6. WALL BACKFILL Backfill soil should consist of non-expansive sand. Compaction should be achieved with light hand-held penumatic tampers to avoid over compaction and hence cause structural damage. Wall backfill should be compacted to a minimum of 90 percent of maximum density. '7. TRENCH BACKFILL All trench backfill located within structural areas should be compacted to a minimum of ninety percent of maximum density. APPENDIX 'B' 4 .4 CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA92009 (619) 438-1161 0 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Z'Ca'rlsbad Unified " \ 801 Pine Avenue Carlsbad, CA 92008 (457-4985) San Marcos Unified 207 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) Encinitas Union Elementary San Dieguito Union High School 189 Union Street 625 North Vulcan Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: /\/V( -C'/t7V.' APN4-.16C1 - Project Address: /35 .24l,97e5 d-r RESIDENTIAL: SQ. FT. of living area Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area 06-0 COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By Date FEE CERTIFICATION (To be completed by the School District) --Z Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $3;t4L.ibased on q411 sq. ft.@ Comm/Indust Fee Levied: $____________ based on sq. ft.@ AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential. AB 2926 is capped at $.25 per square foot for commercial/industrial. S . el E"CARLSBAD UNIFIED SCHOOL DISTRICT E CARLSBAD HIGH SCHOOL RECEIPT NO. VALLEY JUNIOR HIGH SCHOOL 14696 RECEIVED FROM ci 'rJr c. ('"ATE 11 I_I s 'oS Coo - -- FOR. USE OF SCHOOL FACILITIES/RENTALS $ REIABU91SEMETS $6 JA to. So USE OF SCHOOL BUS $ DAMAGE TO SCHOOL PROPERTY $ DAMAGED OR LOST BOOKS $ ____________ INSURANCE $ SALE OF SURPLUS $ TELEPHONE COMMISSIONS $ INCOME ABATEMENT ACCOUNT NO. 'Cl ACCOUNT NO. ACCOUNT NO.._-—-- TOTAL $ & -1 (. SO Volig RECEIVED CASH Li CHECK3 RECEIVED BY