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Home My WebLink About1620 SAINT JAMES CT; ; 86-618; Permit2 r E) I hereby affirm that I am licensed under U 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. Or—11 -1 hereby affirm that I am exempt from the Contrac- I torn License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or County which re-quires a permit to construct, after. impruve, demolish, or I repair any structure, prier to its issuance also requires !he ap- plicant for such permit to life a signed statement that he is licensed pursuant In the provisions 01 the Contractors I License Law (Chapter 9 commencing with Section 7000 of Division 301 the Business and Professions Code) or that is ex-empt theretrum and the basin for the alleged exemption. Any I violation of Section 7031.5 by an applicant for a permit sub-jects the applicant In a Civil penally of not more than live hun- dred dollars ($500). 11 %a.dt , as owner 01 the property, or my empfoyees with wages eir sote compensation, will do the work, and the struc- I 001 intended or uttered for sale (Sec. 7044. Business i P essions 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- - cr1 or uttered for sale. It. however, the-buildift or improve- ment is sold within one year Of-cu ner-builder I will have the burden 01 provin build or im- prove for the purpose 01 sale) / I F] I, as owner 01 the property, I ly contracting with licensed contractors to construct 1k pr I (Sec. 7044, Business and Professions Code: Thu Contra ru License I Law does not apply loan owner of 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). As a homeowner tam improving my home, and the follow-ing Conditions exist: The work is being performed prior to sale. - I - 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. - 0 lam exempt under Sec. ' - B & P.C. I for this reason thereby affirm that I have a certificate of consent to - setl.insure. ors certificate of Workers Compensation In- surance. or a certified copy thereof (Sec. 3800. Labor Code) - POLICY NO. - COMPANY 0 Copy r5 tiled with the city 0 Certified copy is hereby tarnished - CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE - (This section need not be completed it the permit I is for one hundred dollars (0100) or tess) El I Certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner 500010 become subject to the Workers Compun- nation Laws of California. NOTICE TO APPLICANT; If, after making this Certificate I of Euemptlon, you should become subject to the Workers I Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shalt be deemed revoked. - I oI hereby affirm that there Is a construction lending I agency for the performance of the work for which this per- mit Is Issued (Sec. 3097. Civil Code) - I Lender's Name - Lender's Address - w a -a Ian Z 31 a) 0. 0 0 I-) a) 0. en C USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS - - CARLSBAD BUILDING DEPARTMENT - APPLICATION & PERMIT .2075 Las Palmas Dr., Carlsbad, CA 92009.4859 (619) 438-1161 JOB ADR SS / AV, ST. AD, DEAREST CROSS ST. I DATE OF APPLICATION I BUSINESS LICENSE C VALUATION PERMIT NUMBER ~t I BLOCK I SUBDIVISION ce. p I I - oO CONTRACTOR CONTRACTORS PHONE a '' / ZONE ' S NAME OWNER'S PHONE CL/ . BUILDING SO. FOOTAGE CONTRACTOR'S A ORESS STATE LICENSE NO. C2-z P. &'uiAo A—c.,CL,So 4 r - - - S MAILING ADDRESS DESIGNER -L/ FESCRIPTION DESIGNER'S PHONE -'-9 E9..AM.1 Pi_. c,Ab OF WORK NJ DESIGNER'S ADDRESS __________________________________________________________________ STATE LICENSE NO, F/P FLRELEV. I NO OCCGP EDU I 'D NO STORIES 0026 07/15 0101 - 02B1dPmt 6963-S - PARKING SPACE RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT I I TYPE 0CC LOAD I FIRE SPA J J I AREA I CON 1 J ' PT tOeD J D N' Not Valid Unless Machine Certified - CITY. PLUMBING PERMIT - ISSUE '7. 57 QTY. MECHANICAL PERMIT- ISSUE 00 SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP . 4' ." INSTALL FURN. DUCTS UP TO 100.000 BTU BUILDING PERMIT 001'810-00'00-8220 EACH BUILDING SEWER' 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 001-810-00-00-8821 EACH GAS SYSTEM I TO 4 OUTLETS BOILER/COMPRESSOR 3.15 HP , TOTAL PLUMBING 001-810-00'00-8222 EACH GAS SYSTEM 5 OR MORE - METAL FIREPLACE - ELECTRICAL 001-810-00-00'8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE •,_ - VENT FAN SINGLE DUCT 6 ' - MECHANICAL 001-810-00-00-8224 EACH VACUUM BREAKER -- MECH EXHAUST - H000IOUCTS 3 MOBILEHOME 001-810-00-00-8225 WATER SOFTNER RELOCATION OF EA FURNACE/HEATER SOLAR ' 001-810-00-00-8226 EACH ROOF DRAIN (INSIDE) - - IZI DRYER VENT STRONG MOTION 880-519'92-33 w TOTAL MECHANICAL - - I ~-/ ':' FIRE SPRINKLERS 001-810'00-0O-8227 1 ,TOTALPLUMB'ING' . PUBLIC FACILITIES FEEOb*,81000.00.8740 f 400 BRIDGE FEE 360-810-00-00-8740 QTY. ELECTRICAL PERMIT. ISSUE QTY. - MOBILE HOME SETUP - PARK-IN-LIEU (AREA / NEW CONST EA AMPlSWTBKR 3 7 CAR PORT . - - - TIF- - 134-810-00-00'8835 — 1 PH .3 PH . AWNING . - LA COSTA TIF 133-810-00-00-8835 EXIST BLDG EA AMP/SWT/BKR GARAGE . FMF — I P( . ' . '3 PH LICENSE TAX £'/4 001-810-00-00-8162 - REMOOEL:ALTER PER CIRCUIT . ' . MFF 880-519-92-57 - - TEMP POLE .200 AMPS — OVERI200AMPS 1 TEMP OCCUPANCY (30 DAYS) . I - CREDIT DEPOSIT TOTAL ELECTRICAL Jj. c -' TOTAL' - - -I - - TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration, Every permit issued by the Building Official underthe provisions ofth15 * AN OSHA PERM:T IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I Code shall expire by limitation and become null and void lithe building or work SO" I authorized by such permit is not Commenced within 180 days from the date of such DEEP AND DEMOLITION OR CONSTRUCTION or DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit. or if she buddIng or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CO fled at any time after the work STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND is commenced for a period of 180 days CANT'S SIGN OWNEP.CONTRACTO KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND DATE EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF TH GRANTING OF THIS PERMIT.NN BY PHONE 0 TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUN ITE OR GROUT SUB FRAME 0 FLOOR 0 CEILING SHEATHING 0 ROOF 0 S1EAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING i O SEWER AND BL/CO 0 PL/C0 UNDERGROUND 0 WASTE Q WATER 7,2T.fl t- TOPOUT DWASTE DWATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR VATER ELECTRICAL O ELECTRIC UNDERGROUND 46.- __ tJFFER ROUGH ELECTRIC O ELECTRIC SERVICE 0 TEMPORARY 0 BONDING opoot MECHANICAL O DUCT & PLEM., 0 REF. PII.ING HEAT - AIR COND. SYSTEMS 1, VENTILATING SYSTEMS CALL FOR FINAL INSPEC!rION WHEN ALL APPROPRIATE ITEMS ABOVE HIVE BEEN APPROVED FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS I\ FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES - . REQ. IF INSPECTORS INSPECTION CHECKED APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TE;'IONED CONCRETE FIELD WEJ..DING HIGH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS City of Carlsbad - MISCELLANEOUS 1200 ELM, CARLSBAD, CA 92008 • TEL. (619)438-5525 RECEIPT Job ress /QZO ST. MISCELLANEOUSFEE RECEIPT 0 PLAN CHECK FEE_. 00181000008821 /7 ••••••. 0 VALUATION °_.._._._._. 31/ OW MI ,4o&uTo 6o R(s-uE Mailing . . Address . ?tlJ)p cBAØ 6 l')-oc'ôc' .. - Contractor . . . . ___________________________ • Address lEA -' I'-' . - El L S ?AJ I -o i/oS' State tjc. . S. Classil. LTeL—q No. o . • . :. • • LEGAL DESCRIPTION -r I oF oTpjti 0 . MAp-i/6&/ Lfoj7r/-F,Lo 1/ . .. . ASSESSORS PARCEL NO. DESCRIPTION OF WORK . - CA o o,S7ut1L/ OF • . -1 SroPL St toco—= PLAN ID NO. .• '. - TOTAL FEE -., .__5_•• $ CONTACT PERSON A/ . (aG A. WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. COMMENTS:______________________________________________ ADDRESS I --- ZIP fY.v PHONE# S Sigiatureof Applicant •• t'(AA LL5s Date FINAL BUILDING INSPECTION - 86-618 a-i-aa !LAN CHECK NUMBER: _______________________________________ DATE: PROJECT NAME: 1620 St. James Ct . . . ADDRESS: .. .. . - PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: -sfd 1 TYPE OF UNIT: _____________________________ NUMBER OF UNITS: CONTACT PERSON: Gorguelro ...., CONTACT TELEPHONE: : 7290408 all dept. INSPECTED DATE INSPECTED: %/áY'APPROVED "SAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED' ______ DISAPPROVED INSPECTED DATE . BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED flMMFTS . //1 LU,7 -• •• • . Rev. 1186 WHITE Suspense BLUE Water District GREEN EngineerIn RY Utlil s PINK Planning GOLD Fire FINAL BUILDING INSPECTION 86-618 3-1-88 PLAN CHECK NUMBER:. DATE PROJECT NAME:• ADDRESS: 1620 St. James Ct PROJECT NO _________________ UNIT NUMBER PHASE NO Si TYPE OF UNIT: sfd NUMBER OF UNITS: 09-W CONTACT PERSON Corgueiro CONTACT TELEPHONE X)]t2O2 729-0408 all dept •. '. IN SPJ DATE J7- ePd7 APPROVED ______ DISAPPROVED gf INSPE DATE INSPECTED 7 f #i PF APPROVED ______ DISAPPROVED INSPECTED • DATE. BY: _______________________ INSPECTED: APPROVED DISAPPROVED COMMENTS I OF Rev. 1186 WHITE Suspense BLUE Water DisREEN Engineering ANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION 86-618 3-1-88 PLAN CHECK NUMBER: DATE: PROJECT NAME: 1620 St James Ct ADDRESS PROJECT NO _________________ UNIT NUMBER _________________ PHASE NO sfd 1• TYPE OF UNIT: NUMBER OF UNITS: VAW Corgue;ro CONTACT PERSON X)2-VQ 729-0108 CONTACT TELEPHONE all dept INSPECTED - DATE- NAR.O3198P. BY: _____________________ IN INSPECTED: ___________ APPROVED _____ DISAPPROVED INSPECTED DATE BY: INSPECTED: * APPROVED ______ DISAPPROVED INSPECTED DATE- BY: INSPECTED: ___________ APPROVED ______ DISAPPROVED uosta Real Municipal Water pLc'trt COMMENTS: Engineering Department (619)4383367 - I. Rev. 1186 WHITE: Suspens(=WtrDItrItREEN: Engineering CAiiARV: Utilities PINK: Planning GOLD: Fire -14— loAff FINAL BUILDING INSPECTION, p • 86-618 3-1-88 PLAN CHECK NUMBER: - DATE: PROJECT NAME: - • 1620 St. JJTO$ Ct ADDRESS: ¼- -1?' - PROJECT NO.: ________________• UNIT NUMBER: PHASE NO.: TYPE OF UNIT: _____________________________ NUMBER OF UNITS: JJ( Corguelro CONTACTPERSON:________________________________________________________________________ • 729-0408 CONTACT TELEPHONE: • all dept . INSPECTED DATE . BY: _______________________ INSPECTED: APPROVED ______ DISAPPROVED :. INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: - APPROVED DISAPPROVED I'L4 COMMENTS: 4 ,1 - - -- - Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Plannim-~!~ ' .-,--. \ ' FINAL BUILDING INSPECTION 866t8 PLAN-CHECK NUMBER: _______________________________________ DATE: PROJECT NAME: 160 St. James Ct V ADDRESS: V PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE. NO.: V 3fd TYPE OF UNIT: NUMBER OF UNITS: CONTACT PERSON X)2c1 729.-0408 V CONTACT TELEPHONE: V V all dept INSPECTED . DATE . .INSPECTED V INSPECTED: __________ APPROVED _____ DISAPPROVED INSPECTED DATE BY: V INSPECTED: ____________ APPROVED ______ DISAPPROVED V INSPECTED DATE BY: V INSPECTED: ____________ APPROVED ______ DISAPPROVED V VV V • V V - V COMMENTS: V V V V V V I Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY:Utilities CPINKPla,,I, V GOLD: Fire ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619)560.1468 DATE: -_pc c- - - DAPPLICAI1I... U1CT1N JURISDICTION: CT CHECKER 0 FILE COPY PLAN CHECK NO: va (J UPS 0 DESIGNER PROJECT ADDRESS: PROJECT NAME: rz The plans transmitted herewith have been corrected where J 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 for yOur information. 0 •The plans are being held at Egil Corp. until corrected.. plans are submitted for recheck. .. - D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has 0 been completed. Person contacted: Date contacted: Telephone 0 REMARKS: • • • .1 • By: Enclosures: ESGIL CORPORATION _ 4 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560.1468 DATE: /'Ic) V - ]A JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: Cb ä'( - I) PROJECT ADDRESS: :ST. k!;s (f T' PROJECT NAME: 3.R APPLI PLAN CHECKER FILE COPY UPS DESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply D with the jurisdiction's building codes when minor deficien- cies identified - are resolved and checked by building department staff. . The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. U The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. CM The applicant's copy of the check list has been sent to: Mr. (i?zJ?u3Th a r Vq u e / ,- / g , 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: /,)f.q,,e,rp Date contacted: Telephone #Jj_o'/oP REMARKS: BY: ENCL: rv-ef4. 4 Yèr ESGIL CORPORATION PLA NaNf!wND. JURISDICII: CM OF CARlSBAD 10: •U(t) ('n u e rt) P1. Ck•. NDJR: Fir, I y",ee r d.711 PNGJI ADIRS: 5T.agwes cr. PLAN ION Sfl.E FAIW.Y AND DUMAX DWELLINGS Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: II - I"By: Applicant contact person: (Pt. ( or 8 u.ro Telephone: - FORWARD: PLEASE SEAD Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title .24 and the following model codes: 1982 UBC (eff. 7/1/85) 1982 UPC (eff. 10/1/85) 1984 NEC (eff. 10/1/85) 1982 UMC (eff. 3/1/85) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. / The circled items need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process. note on this list (or a copy) where each correction item has been addressed i.e. • plan sheet • specification. etc. Be sure to enclose the marked up list when you submit the revised plans. NM: PAGR NMMM ARE NGX IN SEQMC= AS PAMM RAVING NO IMMS NKRDIM CMM=MS WREE DWITh. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 A. PLANS () Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: 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, specifications and calculations shall be signed by a California state licensed engineer or architect. (California Business and Professions Code). . Specify on the Title Sheet of the plans the / gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302 (c). () Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1982 UBC, UMC, and UPC and 1984 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 and approximate finish floor elevations for all structures and show elevations at all lot corners. Section 302 (c). 2 3/25/86 Indicate distance from center line of street 1or alley to property line and distance from property lines to proposed building. Section 302 (c). B. 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)). 36. 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 501. (a) and (b). Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. 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. /detector, Show location of permanently wired smoke centrally located in corridor leading to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. A smoke detector shall be installed in the fbasement 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. C. FMM SIZ, LI. VITflCH AND GLAZ33ry Habitable rooms, other than kitchens, shall 'contain at least 10 square feet of floor area. Section 1201 (b). Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in Xfor Dimension on the plans, the 30" clear width water closet compartments and 24" clearance in front of water closet. Section 511 (a). () 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. iCri)idr. ,Cair' T*2 () Glazing, in the sane 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 on faceted glass. Section 5406 (d) 7. lamii, r,i. /o 5)7 77. 7,-, T 7~o icr. door. Te'tZered, ing in shower and tub enclosures shall laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. fi. 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. 31: 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 belpw, 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. X. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. 63) 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)). ' n6d k /khei tso 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). Required windows shall not open into a roofed porch unless the ceiling is at least 7 feet and the longer side is at least 65% open. Section 1205 (a). ,26 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). Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). Show ceiling height for laundry rooms, /hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). k'9r,1T/477p, ii, k,7?I,e,, SuPP/,cJ Jv7X. &,C/r!g4.ii. we, 1,ev L4),, Ov,A l/1( O1. -i;mi leor I 4. ,,IJ1t1.1_ , , _ 2o4 . - IC, 4 Iiiade5L,aT Dre. 1 ) fl,r'. 76 14,.#,? ,. (1 15 511T. 2 . I )Lyr P/is,, ( c. i167_) 3 3/25/86 D. TS. S!A&YS, AND R&ILThGS 31. Floors above the second story shall.have /not less than 2 exits. Section 3303 (a). Required exit doorways shall be not less than 36" in width and not less than 61 8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). )3' Provide 36" high protective railing for "porches, balconies, and open sides of stair landings. Openings between railings shall be less than 611 . Section 1711. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. Provide stairway and landing details. /Section 3306 (b) & (c). Maximum rise 8" and minimum run is 9". Minimum headroom is 61 6".. C. Minimum width is 30". All handrails per Section 3306 (j), shall fsatisfy 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. (See attached). 4 3/25/86 37? Every stairway landing shall have a imension, measured in the direction of travel, at least equal to the stairway width. Section 3306 W. /provided door may open over a stairway landing fprovided the door, in any position, does not reduce the clear area of the landing in the direction of stairway travel, to less than one-half the required width of the stairway. Section 3306 (g). 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). Provide details of winding stairway I complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 30 inches. Provide spiral stairway details, per fSection 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. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). £9 Spiral stairways must have a clear walking /space of 26 inches between the column and handrail, show dimension. Section 3306 (f). Provide I.C.B.0. Research Report and Number or metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Section 306 (a) 4B and Section 306 (f). In buildings over 2 stories in height, (provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 'feet horizontally of an exterior stairway. - An exit balcony with 2 separated stairways is exempt. SectiOn 3306 (1). Exterior stairways shall not project into [the 3 foot setback from the property lines. Section 3306 (n). /The walls and soffits of the enclosed usable*space under interior stairs shall be protected on the enclosed side as.required for one-hour fire-resistive construction. Section 3306 (m). K. OF 4/ Specify roof slope. Roof slope is not adequate for roof type /specified. Table 32-B; Section 3203 (h). 4. Specifyroof material and application. fchapter 32. Specify I.C.B.0. or U.L. approval number for roof materials not covered in .U.B.C., e.g., title, etc., Section 107. 5 3/25/86 The maximum slope for a fire retardant /built-up roof, with rock or gravel surfacing, is 3 inches in 12 inches, Section 3203 (a) 2. The minimum slope for a fire retardant Ibuilt-up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (a) 3. Specify minimum 1/4 inch per foot roof /lope for drainage or design to support accumulated water. Section 3201 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. 5,6 Provide skylight details to show compliance /with Sections 3401 and 5201 or provide I.C.B.0. approval number. Plastic skylight must be separated from each other by at least 4 feet. Section 5207 (a) 6. (jj) 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). F. MASONRY (3 Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. Show height and construction details of all masonry walls. Chapter 24. Note that cleanout openings shall be /provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) S. 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 2312 (j) 3. A. Provide details for damp proofing the (foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). etwe Show a minimum 2" air space and flashing IIen planter and building walls. Section 2516 (c) 7. C. - GARAGE AND CARPORTS Z/ Garage requires one-hour fire protection on garage side of walls and ceiling common to the dwelling. Table 5. B. Section 503 (d). Y All elements supporting floor above garage, luding walls supporting floor 3oists, to have one-hour fire-resistive protection on the garage side. Section 503 (a). pi. 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 used for sleeping purposes. Section 1104. 3.11 Openings between carport and residence require self-closing doors and stationary windows. Section 1214. Show garage framing section, size of header over garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns if required. Chapter 23.2 I'/z 'a '.' - ad uA7 S.,.a,r P (LU (J)'ef$ NOTE: Maximum shear panel ratio of height to, width is 3 1/2 to 1. Table 25-I. 7 - 2 £j (3) Doors may open into the garage only if the floor or landing in the garage is not more than 1/2" lower than the door threshold. Section 3304 (h). 5J,7. iv 2. Z Provide an 18" raised platform for any FAU, er heater, or other device in the garage, which may generate a flame or spark, UMC Section 508, UPC Section 1310 (a). H. 6) 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). i 50- P.3 - sI c'e4'oT.• /j4. The foundation plan does not comply with the soil report recommendation for this project. Please review. the report and modify design, notes and details as required to show compliance. / Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. ( P. _5o,/srepu.T) ufl4m A sc_c LL1• 6 3/25/86 77'' The soils report recommends excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the Contractor requesting a Building Department Foundation Inspection, the soils engineer shall advise the building official in writing that: the building pad was prepared in accordance with the soils report; the utility trenches have been properly backfilled and compacted, and; the foundation excavations, formings and reinforcements comply with the soils report and approved plan". 7fl' Show height of all foundation walls. Chapter 23. 34'. Show height of retained earth on all ffoundationwalls. 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. Note on plans that surface water will drain (away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundation per U.B.C. Table 29A: Floors Suonorted* Stemwall Width Depth 1 6" 12" 12" 2 8" 15" 18" 3 10" 18" 24" *Foundations may support a roof in addition to the floors. Where only a roof is supported,use foundation for one floor. 7 3/25/86 p(. Show foundation sills to be pressure /treated, or equal. Section 2516 (c) 3. /1. Show foundation bolt 'Size and spacing. Section 2907 (e). 88. Specify size, I.C.B.0. number and /manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). X. If required by structural calculations, ow size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). /note If hold downs are required by calculations, on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 2. 89, Show Show adequate footings under all bearing walls and shear walls. Section 2907 (b).12"' eTfr o- Fnd. ,, hT. # I - X Show on the elevations, 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). ,or c/etA bId.c,.ec. 4/4 92 Show pier size, spacing and depth into undisturbed soil. Table 29-A.&ae77p. 1detk C"r Si'Fo(TPd.s Show minimum underfloor access of 18" x 24". Section 2516 (c). Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as. practicable and shall provide cross ventilation on at least two approximately opposite sides.. Section 2516 (c). Note on plans that wood shall be 6" Ximum above finish grade. Section 2516 (c) 7. Specify that posts embedded in concrete /shall be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). I. YRA)UNG Show wall bracing. Every exterior wood (stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor fjoists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Sec. 2506 (g). Show blocking at ends and at supports of If lo joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at /exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). ipd Show double joists. Floor joists shall be Aoubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 301'. Bearing partitions, perpendicular to fjoists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. ipI Show rafter ties. Rafter ties shall be paced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less (than 45 degrees to the horizontal. Section 2517 (h) 5. 8 3/25/86 Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. pC' Show nailing will be in compliance with table 25-Q. Show or note fire stops at the following 'locations per Section 2516 (f): in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys., firep,laces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. I8'' Show stud size and spacing. Maximum lowable stud heights; Bearing wall: 2 x 4 and 2 x 6 max. 101; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 201. Table 25-R-3. K1 . Studs supporting two floors, a roof and 6eiling must be 3 x 4 or 2 x 6 at 16" O.C. Table 25R-3. l). Note an A.I.T.C. Certificate of Compliance or glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). Xi Detail all post to beam and post to 00tng connections and reference the detail to the plan. Section 2516 (in). ec Detail shear transfer connections, luding roof and floor diaphragms, to shear walls. Section 2513. 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). Show 3" x 4" or 2" x 6" studs in first (story of three story building. Table 25-R-3. Provide truss details and truss calculations for this project. Provide roof framing plan and floor framing plan. Section 302 (a) dr. iIs .5.te SpIr , " d'reloii rn,. I,T 2, 17. Provide framing seions through / C, b.ea,-i aVe r Ne 1.I4II11Ja Sc. A/ d-5 Mifo Show on the plans all structural fr equirements developed in the structural calculations. Zo-nry Columns and posts located on concrete or 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. 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 wqod is used. Section 2516 (c) 1f ciek. a,, i I lair. Show location of attic access with minimum size 22" x 30". Section 3205. Show draft separation for attic areas /between units in a duplex. Section 2516 (f). Wood stud bearing walls, with studs at 24" o.c., require 3ea. 2x4or2ea. 2x6or2 .ea. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o • c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. Section 320 (a) 7. /4' K Specify all header sizes for opening over . Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. Provide calculations for lateral loads, /shear panels, shear transfer and related. Section 302 (9) 7. 9 3/25/86 ,321 Specify plywood grade and,panel identification index. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). i)4 If foundation cripple wall studs are less /than 14" framing shall be solid blocking. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in 4'eight shall be 3 inch byte inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) Li. irle Show plywood sheathing over exposed eaves, 4'r other weather exposed areas, is exterior grade. Section 2516 (g) 3. Show a weep screed at the foundation plate (me on all exterior and stud walls to be stuccoed. Section 4706 (e). Show corridor width to be minimum 36". Pectio'n 3305 (b). 1)4'. Specify truss layout for 30" x 30" attic £ccess. 13J Ridges, hips, and valleys shall be at (east one size larger than supported rafters. Section 2517 (h) 3. riles In open beam construction, provide strap across the beams at the ridge support. Section 2501 (b). J. MANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. Show the size, location and type of all feating and cooling appliances or systems. Show source of combustion air to furnace, er Chapter 6, UMC. d9. Every dwelling unit shall be provided with ting facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Section 1211. 10 3/25/86 15( Show minimum 30" deep unobstructed working pace in front of furnace. Section 505, UMC. 4 . Note on plans, clearances to be per B manufacturer's listing. Section 504, UMC. Furnace shall not be installed under any stairway. Section 704, UMC. 1. Furnace shall not be installed in any 1edroom, 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 lOu, UMC. ,yii(. Show I.C.B.0. approval number for prefab fireplace. 34. Show access to the attic or underfloor 'furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. a46 Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708, UMC. i4 Show permanent electrical outlet and ting fixture controlled by a switch for the attic furnace. Section 708, UMC. Show details to comply with Section 709 'for furnace under the floor, or S,ection 710 for roof or outside furnace. Note on plan: Gas vents and noncombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. ELECTRICAL (NATIONAL E=MCAL DE All wiring shall comply with the National Electrical Code. Show on the plan the amperage of the 21'ectrical service, the location of the service panel and the location of any sub-panels. Show location of all electrical feceptacles. l)L Electrical receptacle locations and/or 6pacing is not adequate in 1)1. Show at least one convenience outlet other 'Ehan outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrooms, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC, Art. 210-8. 6). Note electrical system ground to be provided per NEC, Art. 250-81. NJJMBD (wtjiuia1 PLUMBThO aDE) 1)1. Show water heater size, type and location on plans. UPC, Section 1310. 1)1'. Show source for providing combustion air €0 fuel burning water heater. If wall opening in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. 11 3/25/86 l). Fuel combustion water heater shall not be Lnstalled in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. Provide adequate barrier to protect water iceater from vehicle damage. UPC, Section 1310. Show T and P Valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). X Provide dryer vent to outside. UMC,ection 1903. Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backf low prevention devices. UPC, Section 1003. V. Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,024 sq. in. UPC, 909 (d). N. NOISE IN&JLATION (iiJPL Show details of duplex common (party) galls and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. Pip ag, Show how penetrations of assemblies for 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. e Provide insulation in walls and ceiling to ieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 25. N. EREWf svtION: PLEASE READ State regulations (California Admin. Code) require that the design satisy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. /Show on the Title Sheet of the plans, the required elements of the alternative energy package that was selected, and next to each element show how you are complying with each element. If calculations were used, provide similar data on the plans. riThe plan sheet showing the required lements of the selected energy package, and listing the design elements showing compliance with that selected package, must be signed by either the owner or a licensed professional i.e., architect, engineer or contractor. A design professional must note his/her state license number. Section 1403 of Title 20. 69 Show on the plans the "R" value for the walls, floors, ceiling and related areas. Show double glazing as per Energy Design, X..". on Glazing Schedule. 1JX'. Show on the plan how shading requirements e satisfied. tJ. The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: , k. 12 3/25/86 Specify on the building Plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". l)(. Show the size, type, make, model and 'location of the space heating (or cooling) system and provide heat loss calculations if the output BTU/Hr. exceeds 45,000. 0. CARlSBAD S.F.D. & DUPIMX SUPPL1EWI Energy conservation design should be for- ., 0ne 7 • See attached energy packages. 1j Floor drains must have auto-prime .(city policy). Ngtaexhaust fans cannot be ductless type (city policy). 1)1. New residential units must be pre-plumbed or future solar water heating. Note "two roof jacks' must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). 6J). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). X Incorporate the waterproofing details, on e attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). G. USC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). City Ordinance 9792 requires two park-ing spaces/unit with clear area of 201x20' i.e. no washing machines, etc.. Show compliance. 1)2 Show on the Title Sheet on the plans, the /information required by the attached Developmental Services Sheet 102683. All new residential buildings, including additions, require a soils report. Please submit two copies. Heavy timber framing, minimum 6" x 10" Aeams 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). Please see additional corrections, or ,emarks, 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_______________________________ at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-5525. Thank you. Enclosures: cvePIa Vcv,eep- cietl 3. 13 10/6/86 FOLLOWING NOTES SPECIflDE MANDATORY REQUIREMENTS SHOULD BE INCRPORAI) ON PLAN SH, OR CONTAINEII kuu JOB SPICAXION DOCUMENTS. MANDATORY ENERGY CONSERVATION REQUIREWITS OF THE STATh 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. (10) 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. (3.2) 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 120-1406(d). Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. Showerheads and faucets shall be equipped with flaw restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission. Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. Insulation used shall comply with California Quality Standards. - (17) The insulation installer shall post. a signed certificate. . . Section. 276.. Insulation Certificate (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title 24, Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter 4, Article 3. The certificate shall state the manufacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the minimum installed weight per square foot consistent with the manufacturer's labeled density for the desired "R" value. (18) For infiltration control all openings and penetrations must be caulked and sealed, such as around windows, at sole plates, and openings fr Utility pipes and wires. Form ECH 3/5/86 CITY OF CARLSBAD Table 7. Alternative Component Packages, Climate Zone 7 Building Measure Package Designation ---- - I B I C D I E L 213 1 4 5 L INSULATION a-VALUE MINIMUM Ceiling 19 30 19 30 30 30 19 30 19 30 19 Wall. 11 11 LI 11 11 II 11 II 11 11 11 Heavy Wall 2.5 2.5 2.5 NA NA 2.5 2.5 2.5 2.5 2.5 2.5 Light Mass Wall 4.0 3.5 3.5 NA NA NA NA NA NA NA NA Slab Floor Perimeter NE. 7 MR NE. NA NR NE NB. MR 7 MR Raised Floor 11 11 LI NA 19 NE NE 19 19 11 Ii ATTIc3 NE. NE NE REQ REQ REQ NB. REQ NE NE NE GLAZING - Maximum U-Value 1.1 .65 1.1 .65 .65 .65 1.1 .65 1.1 .65 .65 Maximum Total Area Z MR 14 14 20 20 20 24' 20 24 NB. NR, Maximum Total Nonsouth Area Z. 9.6NANANANA NP. NRNRNR8.49.6 Minimum Total South Area Z 6.4 NE NE NB. NB. NB. NE NB. NE 5.6 6.4 HADDG COEFFICIENT South-facing Glazing NE NB. NB. NB. NB. NE IN MR NE NB. NB. West-facing Glazing NB. NB. NB. MR .36 NB. NE NB. NE MR MR North-facing Glazing NB. NB. NE. NE NB. NE. NB. NB. NB. NB. In East-facing Glazing NE NE. MR NB. MR NB. In NB. NE NE NB. EEBNAL MASS EQUIVALENT .Z Slab Floor Exposed7, 8 50 NE MR 25 5 25 25 20 15 NE 50 NFILTR.AIION CONTROL Continuous Barrier NR MR MR NB. MR NB. NE NB. NB. NB. NB. lectrical Outlet Plate NE NB. NB. NB. NB. NB. NB. NB. NB. MR. NB. Gaskets jr-To-Air Heat Exchanger NB. NR NB. NB. NB. NB. MR MR. NB. NB. NB. PACE HEATING SYSTEM Gas. Furnace Seasonal Efficiency Z HIM HIM HIM HIM MIN HIM HIM HIM HIM Heat Pump ACOP 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Electric Resistance" NO NO NO NO NO NO NO NO NO YES YES PACE COOLING SYSTEM A/C or Heat Pump SEER TER HEATING SYSTEM Gas, Heat Pump or Solar with Any Backup REQ REQ REQ REQ REQ REQ REQ REQ Solar with Gas Backup REQ REQ REQ Appendix B 3-9 C-70 AC? . ti1&i195 Table 17. Notes for Tables 1 through 16 LEGEND: NE - Not required, N/A - Not applicable, REQ - Required, °MIN - Minimum efficiencies required by Section 2-5306 of the regulation. NO - Heating, system type not allowed, YES - Heating system type allowed. 3.. Whenever an attic is required, it must cover at least three-quarters (3/4) of the ceiling area over conditioned space and be vented. 7. In alternative component packages which require thermal mass (other than Package A), the specified percentage of mass must be directly exposed to the conditioned space. To determine the floor area directly exposed to the conditioned space. To determine the floor area, count only the first floor 'in conditioned areas. Uncarpeted first floor areas, such as linoleum or tiled entry ways, kitchens, bathrooms, and utility closets may all be counted towards this requirement. '. 8. Thermal mass required for Packages E,1,2,3 and 4 must be either equivalent to a slab floor covering one-fourth (25 percent) of the floor area with a thickness of at least 2 inches and a volumetric heat capacity of 28 Btu/ft3 •p (see below for surface area of materials examples) or provide the minimum total mass capacity listed in Table 17 of Appendix A (use the-Point System to calculate the mass for other materials). 4" brick Concrete block 90 pci Concrete block 140 pci Climate Slab exposed block density, block density, solid Zone Floor Z one side grouted grouted 4" 6" 4" 6" 15 21 18 17 14 13 20 28 24 22 18 '18 7 25 35 30 28 .23 22 11. For Packages 5 and 6 electric resistance and radiant heating systems shall have two or more separately controlled zones in each dwelling unit. Datei_1/!''tdø' CITY OF CARLSBAD Prepared by D Bldg. Dept. SAbejF VALUATION AND PLAN CHECK FEE 7Esgi1 PLAN CHECK NO. &'O - BUILDING ADDRESS -- T. -\ar. CT. APPLICANT/CONTACT ("Ir. PHONE NO.______________ BUILDING OCCUPANCY DESIGNER PHONE - TYPE OF CONSTRUCTION CONTRACTOR PHONE - BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE _ o)(o'7 603 LI 00 / (/ Air ConditioninE Commercial Residential Res. or Comm. Fire_SDrinklers Total Value Fee Adjusted To Reflect Building Permit Fee $ Plan Check Fee o Energy Regulations (Fee x 1.1) OHandicapped Regulations (Fee x 1.065) C0MMENTS$t Sk 4pr va/ua2o' Lc,.a / 8/4/82 r;- V . PLAN CHECK NOOT RECEIVED ADDRESS (5 DATE PLANNING P4UV 12 1986 / CITY OF CARLS9Ar ZONE: YLtY TYPE OF PROJECT AND USE: _'r' p, 0. pervices SCHOOL DISTRICT: SAN DIEGUITO ENCINITAS CARLSBAD.. SAN MARCOS SETBACKS: FRONT SIDE.. REAR e_ DISCRETIONARY ACTIONS:o+- i REDEVELOPMENT PERMIT REQUIRED:_________________________________________________ LANDSCAPE PLAN COMMENTS:____________________________________________________ - - ENVIRONMENTAL REQUIRED: COASTAL PERMIT REQUIRED: YES NO - - ADDITIONAL COMMENTS: _fl. -I- V.4,ep i. /0 ' dUO?' 7./il' 16 Atio i sipe y4€o 51cC 1.5 ,.4t 76" a, >- OK TO ISSUE: DATE: ENGINEERING LEGAL RE LEGAL DESCRIPTION VERIFIED?______________ EASEMENTS:'?tvtt 14j- EDU'S: 1.0 I~PROVEMENTS: 1C.44 APN CHECKED? RIGHT-OF-WAY: 2 u61.h)# e&3 DRAINAGE: O I V\~ PERMITS REQUIRED t ADING:i..PP j(03 4. ) ING COMPLETION CERTIFIED: DRIVEWAY: 1to3-,3 INDUSTRIAL WASTE: FEES REQUIRED PARK-IN-LIEU QlJADRANT:,j4. , FEE PER UNIT: fiUJIr TOTAL FEE:_____________ P.F.F.:A4Mp4L TRAFFIC IMPACT FEE PER UNIT: ('00 TOTAL FEE #609D FACILITIES MGMT. FEE:Ifk 0-A-1-4 BRIDGE & THOROUGHFARE FEE: A)1.4 SEWER FEE (CONNECTION )low &fl SEWER LATERAL: ADDITIONAL COMMENTS: OK TO ISSUE: DATE: DPD2 : DPD6: 10/24/86 =I 4 Recording Requed By and Return CITY OF CARLSBAD 1200 Elm Avenue Carlsbad, CA 92008 RELEASE OF AGREEMENT TO PAY FEES FOR FACILITIES AND tMPROVE,1ENT5 AS REQUIRED. .BY GROWTH MANAGEMENT SYSTEM PLEASE TAKE NOTICE that the Agreement for Payment of Fees for Facilities and Improvements as Required by Growth Management System between the City of Carlsbad and Gorgueiro, Aügusto (87-165) required by an Application for PC-86-618 and recorded on 08/10/87 , as Document No. 87-448960 is hereby released for the following reason: . Fees Paid and Obligation Satisfied . Application Withdrawn Other Zone 1 Growth Management Fees not ap1icable 1 fr7-. O AT ED: CITY OF CA SEAD Ey: ;rC.0 F.AUTENKRA1NZ cv c:erk AFFSO'/EO AS TO FOS.'.1: V!NCNT F. EIONDO, JR. COMPACTION LABS, 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'GAR/I 3229 Valley Street Carlsbad, CA. 92116 September 23, 1985 Project No. CL-1405 7895 Convoy Court, Suite 15, San Diego, CA 92111 • (619) 292-0688 • North County (619) 741-5289 COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES September 23, 1985 Project No. CL-1405 Mike O'Gara 3229 Valley Street Carlsbad, C4. 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. Briefly1 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. z4ele.,~- / Dale R. Regli, RCE 19393 DRR/pjr cc: (3) submitted 7895 Convoy Court, Suite 15, San Diego, CA 92111 • (619) 292-0688 • North County (619) 741-5289 COMPACTION LABS, INC. SOIL TESTING & INSPECTION. SERVICES TABLE OF CONTENTS Page 1. Purpose and Scope . 1 2. Location and Description of. Site .. 1 3. 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 Soil Classification Chart Plate No. 1 Test Pit Location Plan Plate No. 2 - 7 Exploration Log Plate No. 8 Tabulation of Test Results Appendix "B" - Recommended Grading SpecificatiOns COMPACTION LABS, 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 on the remaining portions of the property consist of a few small trees and native grasses. However, these grasses -have been 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 is our understanding that lot number 1 through 7 will be occupied with newly constructed single family dwellings and lot number 8 is to receive an existing single family dwelling which is to be moved on-site upon completion of grading. 3. FIELD INVESTIGATION The field investigation 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 LABS, 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 surficial 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 sil.ty-sànds 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 recornendatjons 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 Field 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 f 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 indicated on attached COMPACTION LABS, INC.' SOIL TESTING & INSPECTION SERVICES Page 3 Plate Numbers 2 through 7, should be removed and recompacte d i n accordance with attached Appendix 'B' entitled "Recommend e d Grading Specifications." Loose native soils may be det e r m i n e d a s those having an insitu density of less than 85 percent of m a x i m u m density. Leach lines located west of the existing house should be r e m o v e d and their excavations recompacted in accordance with ata c h e d Appendix 'B'. If encountered, leach lines and/or pipes should be removed . Concrete pipes may be crushed in-place. Trench lines shoul d b e recompactedin accordance with Appendix 'B'. 68. Foundations General If on-site expansive soils (such as those encountered i n t e s t No.'s 2 and 6) exist within 24 inches of finish grade u p o n . completion of grading, the following foundation recomrnentdat i o n s will be required to reduce structural damage occuring fro m excessive subgrade movement. For one and two story construction: Continuous footings having a minimum width of 12 inches a n d founded a minimum of 18 inches below lowest adjacent grad e w i l l have an allowable soils bearing pressure of 1200:pounds per square foot. All continuous footings are to be founded a minimum of 1 8 i n c h e s below lowest adjacent grade and reinforced with one No. 4 b a r t o p and bottom. Steel should be positioned 3 inches above bot t o m o f footing and one inch below top of footing. Interior slabs should be 4 inches thick, reinforced wi t h 1 0 / 1 0 , 6 x 6 welded wire mesh, and underlain with a 4 inch base c o n s i s t i n g of sand or crushed rock. Sand should be tested in accorda n c e with ASTM D-2419 to insure a minimum sand equivalent of 30 . S l a b reinforcing should be extended through joints and provide a tension tie with perimeter footings. If this method pro v e s impractical during construction, an alternative method m a y b e 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 placi n g concrete. They should be watered to insure they are kep t i n a very moist condition or at a moisture content exceeding o p t i m u m moisture content by a minimum of 3 percent. COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES Page 4 6B(2) Foundations (Alternative) General In the event that selective grading 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\in 24 inches so.Ll having a minimum width of 12 inches depth of 12 inches below lowest adjacent allowable soil bearing pressure of 2500 of on-site non-expansive and founded a minimum grade will have an 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 #4 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 = 4.5 2 inches of asphaltic paving, on 8 inches of select base course on 6 inches of recompacted native subgrade•. 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 COMPACTION LABS, 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%. 6D. Review of Grading Plan Preliminary grading plans used luring 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 td 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, evidence 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 responsibility 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. 4d/4/ Dale R. Regli, RCE 19393 RKA /pjr cc: (3) submitted COMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LEGEND UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION 1. COARSE GRAINED, More than half of material is larger than No. 200 sieve size. GRAVELS CLEAN GRAVELS More than half of coarse fraction is larger than No. 4 sieve size but smaller than 3'. GRAVELS WITH FINES (Appreciable amount of fines) GROUP SYMBOL (. TYPICAL NAMES Li Liquid Limit CH greater than SO OH HIGHLY ORGANIC SOILS PT 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 sand. gravelly sands, little or no fines. Poorly graded, sands • gravelly sands, little or no fines. Silty sands, poorly graded sand and silt mixtures. Clayey sands, poorly graded sand and clay mixtures. Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plast- icity Inorganic clays of low to medium plasticity, gravelly clays, sandy clays,silty clays, lean clays. Organic silts and organic silty clays of low plasticity Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Inorganic clays of high plasticity, fat clays. Organic clays of medium to high plasticity. Peat and other highly organic soils. III GP GM GC SANDS CLEAN SANDS SW More than half of coarse fraction is SP smaller than No. 4 sieve size. 'SANDS WITH FINES SM (Appreciable amount of fines) SC 11. FINE GRAINED, More than half of material is smaller than No. 200 sieve size. SILTS AND CLAYS ML - Liquid Limit CL less than 50 OL SILTS AND CLAYS MH 4 - 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' Post Office Box 271338, Escondido, CA 92027 9 (619) 741-5289 COMPACTION LABS SOIL TESTING 7%\ A\ L> I. TEST PIT LOCATION SKETCH PROJECT No. CL-1405 PLATE No. 1 Ii COMPACTION LABS SOIL TESTING -& INSPECTION SERVICES EXPLORATION LOG 3229 Valley Street September 10,1985 PROJECT -NAME DATE LOGGED _______________ Exsisting Grade ONE ELEVATION TEST PIT NO. 0 4-' C) W > 4J D 0 1 . 4-' U . 4 U DESCRIPTION &REMARKS . vi U ..- . C.-% I 4 C 4-' - 4-' W '- U r- U Ui c 00 U .r E 0- 0 Z 0. V) VI VI 1 [ISM BC 104.3 3.1 35.2 1 Brown, Dry, Loose, SILTY-SAND (Plowed Crokind) 2 BC 121.7 8.3 41.4 2 - ____ Orange,Moist, Dense, SILTY-SAND 3 - (Firm Native at 2') 4 SM 6 7 8 BC SM Tan-Red, Humid, Dense, SILTY-SAND 10 Bottom Of Test Pit Number One CL-1405 . Two PROJECT NO. PLATE NO. COMPACTION. LABS SOIL TESTINC& INSPECTION SERVICES EXPLORATION LOG PROJECT NAME 3229 Valley Street DATE LOGGED September 10,1985 ELEVATION Exsisting Grade TEST PIT NO. TWO 'C 0 U CL . _ CD a CL DESCRIPTION &REMA.RKS lot a W4- C WU 4-) a U 0. 4-' U U) 4) U Cl)> ' U M4- U) U a >1 1. '- C 00 U) Q.) Cc f. E to '- 0.- a Grey-Brown, Humid, Loose, SILTY- SM SAND (Plowed Ground) SM Brown, Dry, Loose, SILTY-SAND BG 93.5 4.0 . . 1.5 2 - (Plowed Ground) Orange-Brown, Humid, Stiff 3 BC 52.4 - SANDY-CLAY (Firm Native at 2') 4 CK 119.1 6.0 4 - CL 5 Bottom of Test Pit Number Two PROJECT NO. CL-1405 PLATE NO. Three . . COMPACTION. LABS SOIL TESTING& INSPECTION SERVICES EXPLORATION LOG PROJECT NAME 3229 Valley Street DATE LOGGED September 10,19 ELEVATION Exsisting Grade TEST PIT NO. THREE C 0 4-) U U U CL . 0 CJ 4-' U 1 4J . DESCRIPTION & REMARKS 4- U) U L. 4J 0- 4 1 4... .0 _ U4- ki 41 U '- U ,- 0) U) rd .- n> U) U 0.9- E '- U) U) In 00 Un 0'- U1 BC 32.6 0-1 SM Grey-Brown, Dry, Loose, SILTY-SAND (Plowed Ground) BC 119.5 3.5 . 1.5 2 - SM Brown, Dry, Dense, SILTY-SAND (Firm Native at 1.51 ) 3 SM Orange, Humid, Dense 4 - SILTY-SAND CK 118.8 5.0 5 - 6 BC 23.4 7 .:SM Tan-Red, Dry, Dense, SILTY-SAND Bottom Of Test Pit Number Three CL-1405 . Four PROJECT NO. PLATE NO. COMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME 3229 Valley Street DATE LOGGED September 10,1985 ELEVATION Exsisting Grade TEST PIT NO. FOUR C 0 - 4-' U U>1 U CL 1 4-' . 0 ft.-% - 4-' CL ..- 4 -' U DESCRIPTION & REMARKS 4— U' U .,- w C - I 4..) 0'- C 4..) 4- 4-3 ' I— CL E 0 u 4J U 4J 0> 0.9- U' 0) 0Ln 00 >., in 0) ,- 0'- E C..) O (I) (Pa 1/) C...) SM Grey-Brown, Dry, Loose, SILTY-SAND (Plowed Ground) I SM Brown, Dry, Loose, SILTY-SAND (Plowed Ground) 2 BG 118.6 2.7 35.8 — 2 SM Brown,,-, Dry, Dense, SILTY-SAND (Firm Native at 2') 3 BG 39.1 3 - SM Orange, Dry,Dense, SILTY-SAND 4 — 5 — 6 - 7 — 8 BC . 8 - SM Tan-Red, Moist, Medium-Dense .9 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 Exsisting Grade TEST PIT NO. FIVE C 0 - 4..) W W G) . > > CD - • • u DESCRIPTION & REMARKS W -. 1 S. 4-) C WO) I- E (fl 4.) > W I,, > C 00 Ifl W E 0r Z C.) O V) 1/) V C.) Grey-Brown, Dry, Loose SM SILTY-SAND (Plowed Ground) 2 - SM Brown, Humid, Dense, SILTY-SAND (Firm Native at 1.5') - SM Orange, Moist, Dense, SILTY-SAND 4 - Bottom Of Test Pit Number Five PROJECT NO. CL-1405 PLATE NO. Six • COMPACTION. LABS SOIL TESTING& INSPECTION SERVICES EXPLORATION LOG PROJECT NAME 3229 Valley Street DATE LOGGED September 10,198. ELEVATION Exsisting Grade SIX ______________________ TEST PIT NO. 0 4.3 W >, 4J - C%j CL ..- to DESCRIPTION & REMARKS 9- U) W W9- UW 4.3 E U 06 4.3 w Cl) 4.3 ' U)> .- W 0.9- U) ' U) >)'- • 00 U) U - E '- to • 0 Z L) CM (I) SM Grey-Brown, Dry, Loose, 1 SILTY-SAND (Plowed Ground) Brown, Moist, Soft, CLAY (Becomes Stiff at 2') 2 BC 70.0 2 _CL .3 — 4 - Orange, Moist, Medium-Dense SM SILTY-SAND (Clay Binder) 5 - 6 Bottom Of Test Pit Number Six PROJECT NO. CL-1405 PLATE NO. Seven COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES TABULATION OF TEST RESULTS OPTIMUM MOISTURE, MAXIMUM DENSITY • Maximum Optimum Dry Density Moisture Soil Description Type (lb/cu. ft.) (% dry wt.) Brown Silty-Sand . P1-1' 132.0 9.0 Grey-Brown Fine Silty-Sand P2-1' 119.7 13.3 Orange-Brown Sandy-Clay P2-2.5' 122.2 13.2 Brown Sandy-Clay P6-2' 114.0 175 EXPANSION TEST DATA Sample No. P2-2.5' P-2.' Condition • Remoldd Remolded Initial Moisture (%) • 13.2 1.7.7 Air Dry Moisture (%). 8.6 11.7 Final Moisture (%) 21.7 28.0 Final Dry Density (pcf) 109.7 102.5 Load (psf) • 150.0 150.0 Swell (7.) 5.6 :• 9.0 DLR.EC.T SHEAR Sample No. . P1-l' P2-2.5' Condition • Remolded • . Re.molded Angle of Internal Friction (0) !-------- 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 current 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 Specifications" 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 tokeep 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-1557-701 * Density of Soil In-Place - ASTM D-1556 or ASTM D-2922 and 3017 APPENDIX 'B' Post Office Box 271338, Escondido, CA 92027 • (619) 741-5289 COMPACTION LABS, INC SOIL TESTING & INSPECTION SERVICES MATERIALS Those soils used as fill w111 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, it 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 material is at the specified moisture content. Rolling of each layer shall be continuous over its entire area and the roller shall make sufficient trips to i.nsure that the desired density •has been obtained. The fill operati-on 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. APPENDIX 'B' COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES 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. TRENCH BACKFILL All trench backfill located within structural 'areas should be compacted to a minimum of ninety percent of maximum density. APPENDIX 'B' 13 13 SCHOOL FEE COMPLIANCE CERTIFICATION (Government Code Section 53080(b)) 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 School District and returned to the Building Department of the City of Carlsbad. PROJECT INFORMATION (To be completed by the applicant) Project Address: 57 TI1IIfS Project Applicant: 74 5-Uc1b it J ) (-tAcj1 Project Type: jResidential/No. of Dwellings _Commercial _Industrial Phased Project: _Yes No. Building Permits are for entire project _Yes _No. Square feet of covered or enclosed space cLél7 *e Plan check or Building Permit No. Official checking -- Date --' INFORMATION VERIFICATION (To be completed by the project applicant) I, /QC)6&'Si7) 14, declare under penalty of perjury under the Laws of the State of California that I am the project applicant for the project listed above and that the foregoing information is true and correct. Executed this , day of L 198j, at California. I 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 exempt from Government Code 53080. Final Map approval and construction started before September 1, 1986. (other school fees paid) Other School District Official: v2o ----V91 GN,'WTWXAA-vJ - U CA NAME (PRINT) Jai'i' -71 iqfl DATE G& ThO to t D PHONE NO. TITLE