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Home My WebLink About1640 SAINT JAMES CT; ; 87-548; Permit0 I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with I Section 7000) of Division 3 of the Business i and Professions Code, and my license is in full force and effect. I hereby affirm that I am exempt from the Contrac-tor's License Law for the following reason (Sec. 7031.5 Business and Professions Code Any city or county whicr, re- quires a permit to cnnslmucl, alter, improve, demolish. or repair any structure, prior foils issuance also requires the ap' i plicant for such permit In life a signed statement that he is licensed pursuant to the previsions of the Contractors License Law (Chapter 9 commencing with Section 7000 of I Division 301 the Business and Professions Code) or that is cx' empl therefrom and the basis for the alleged exemption Any violation 01 Section 7031.5 by an applicant br a permit sub- jects the applicant to a Civil penalty steel more than live hun-dred dollars ($500). I. as owner of the properly, or my employees with wages I as their sole compensation, will do the work, and the struc lure is not intended or offered for sale (Sec. 7044, Business I and Professions Code: The Contractor's License Law does I not apply to an owner 01 properly who builds or improves thereon and who does such work himself or through his own I employees, provided that such improvements are not intend- ed or offered for sale. II. however, the building or improve-ment is sold within one year 01 completion. the owner-builder I will have the burden Of proving that he did not build or im' I prnvo for the purpose 01 sale). II I, as owner of the property, am exclusively contracling with licensed contractors to construct the project (Sec. 7044. - Business and Professions Code: The Contractor's License I Law does out apply loan owner of properly who builds or im proves thereon, and who contracts for each projects with a cootraclnr(n) license pursuant 10 the Contractor's License I Law). ft As a homeowner lam improving my home, and the follow. I ing conditions exist: I. The work is being pertermed prior In sale. I have lived in my home for twelve months I prior to completion 01 thiS work. I have not claimed this exemption during the last three years. O lam exempt under Sec. __________________ . BA P. C. I for this reason O I hereby affirm that I have a certilicste 01 consent to I selt.insure. or a curliticate 01 Workers*Compensation In. surance. or a certified copy thereof (Sec. 3800. Labor Code) POLICY NO. COMPANY 0 Copy in tiled with the City 0 Certified copy is hereby burnished CERTIFICATE OF EXEMPTION FROM WORKERS COMPENSATION INSURANCE (This section need not be completed it the permit is for one hundred dollars ($100) or less) I certify that in the performance at the work for which I this permit is issued. I shall not employ any person in any I manner so auto become subject to the Workers Compen. I nation Laws 01 California. NOTICE TO APPLICANT: It. alter making this Certificate 01 Exemption. you should become subject to the Workers' Compensation provisions 01 the Labor Code, you must I torlhwilh Comply with such provisions or this permit shall I be deemed revoked. I hereby affirm that there is a construction lending agency for the performance 01 the work for which this per- mit is issued (Sec. 3097. Civil Code) Lender's Name. Lender's Addreos,.._ -- I 0 I- U I- 0 UI— Sal 0 -J m Sal z 31 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 92009-1915 (619) 438-1161 JOB ADDRESS AV, ST. RD. THOMAS BROS NO. (DATE OF APPLICATION1 BUSINESS LICENSE # VALUATION PERMIT NUMBER 16Lfl ST. JAMES COURT . I 12-2-R7 I lei 147.41R LOT IO SUBDIVISION I_-oo ____ El Nfl. CONTRACTOR CONTRACTORS PHONE ZONE 87-548 OWNER'S NAME tf\cAoe.I iii' __I_4-6'_ CONTRACTOR'S ADDRESS OWNER'S PHONE ________________________________________ __________________________________________ STATE LICENSE NO. BUILDING SO. FOOTAGE o.ictikc ç 411G17 OWNER'S MAILING ADDRESS DESIGNER DESIGNER'S PHONE CA-45 c4 DESCRIPTION OF WORK _Construction_SFD_and_garage DESIGNER'S ADDRESS STATE LICENSE NO. F/P FLR ELEV. NO 0CC OP EDU ST9llES R3 1 vI ND I CENSUS TRACT RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT TYPE 0CC LOAD I FIRE SPR I PARKINGSPACE I nO N)J CON AREA YO NE?< I I I vJ oj 8472.0 QTY. PLUMBING PERMIT. ISSUE 7z'- QTY. MECHANICAL PERMIT - ISSUE /...- SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP .. . ,0 ,j INSTALL FURN. DUCTS UP TO 100,000 BTU 9 . d'b BUILDING PERMIT 001'810'00'00-8220 907-5 2) EACH BUILDING SEWER .S - OVER 100,000 BTU . SIGN PERMIT 001'810'00-00-8221 _J,,• EACH WATER HEATER AND'OR VENT ,, - BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 001-810-00-00-8891 EACH GAS SYSTEM I TO 4 OUTLETS Ae — BOILER/COMPRESSOR 315 HP . TOTAL PLUMBING 001-810'00'00'8222 f, EACH GAS SYSTEMS OR MORE . / METAL FIREPLACE , ,.O ELECTRICAL 001'810'00'00'8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE .AL VENT FAN SINGLE DUCT / 0 . MECHANICAL 001'810'00'00-8224 2. EACH VACUUM BREAKER _j ,c) - MECH EXHAUST H000!OUCTS RELOCATION OF EA FURNACE1HEATER . , MOBILEHOME SOLAR 001'810'00'00-8225 001'810'00'00'8226 — WATER SOFTNER , - EACH ROOF DRAIN (INSIDE) :i DRYER VENT " SO STRONG MOTION 880'519'92-33 /0 a 3 2... TOTAL MECHANICAL I ,ô" FIRE SPRINKLERS 001'810-00'00'8227 TO AL PLUMBING 1 66.50 PUBLIC FACILITIES FEE 320'810'00'00-8740 BRIDGE FEE 360-810'00'00'8740 OTY. ELECTRICAL PERMIT. ISSUE OTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA j, NEW CONST EA AMP SW1 BKR 5 / ai7 CAR PORT . hF 312'810'00'00'8835 00 I PH 3 PH , AWNING , LA COSTA TIF 311-810'00-00'8835 EXIST BLDG EAAMPiSWTBKR GARAGE . Tr r 16 U Uri IPH 3 PH . REMODEL'ALTER PER CIRCUIT . . MFF •'' 880'51992'57 TEMP POLE 200 AMPS . .IEJN P7 198 - OVER 200AMPS TEMP OCCUPANCY (30 DAYS) , . • Ity of CARLSBAD ______ py 1tftRclNG SERV c3 5 °°> 10TAL ELECTRICAL 26 — TOM FEES PAYABLE -1 r,7_ ol' — I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued by the Building official under the I Code shall expire by limitation and become null and void lithe provisions olthis * AN OSHA PfRM:T IS REQUIRED FOR EXCAVATIONS OVER building or work CERTIFY UNDER PEtlALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE SO" authorized by such permit is not commenced within 180 dsys IrOm the date 01 such DEEP AND DEMOLITION ON CONSTRUCTION OF DECLARATIONS ARE TRUE AND.CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit, or if the building or work authorized by such permit is suspended or TRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CONS abandoned at any time f(ar the work is commenced for a period of IBO days STRUCTION, WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AND APP ICANT'S SIGNAT%)Ri"\ OWNER fl KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 1. CONTRACTOR 0 APPROV~D BY DATE BY PHONE 4,k; a-44~ TYPE DATE INSPECTOR BUILDING FOUNDATION fl REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME 0 FLOOR 0 CEIçING SHEATHING J6 ROOF Z SI.EAR t 1' Ii%'t FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING O SEWER AND BLICO 0 PLJCO UNDERGROUND (WASTE WATER TOP OUT 0 WASTE 0 WATER t TUB AND SHOWER PAN GAS TEST L! O WATER HEATER 0 SOLAR WATER ELECTRICAL Al o ELECTRIC UNDERGROUND 0 UFFER T'(*' ROUGH ELECTRIC w O ELECTRIC SERVICE 0 TEMPRARY O BONDING 0 POOL MECHANICAL O DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS 1" f) 41;LZ, VENTILATING SYSTEMS j,lit t' CALL FOR FINAL INSPEC1IION WHEN ALL APPROPRIATE 2SZ41/ i FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES INSPECTION REQ. IF CHECKED INSPECTORS APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP .cd:U:k.. •: 2 OVER 2000 PSI STRUCTURAL CONCRETE .. PRESTRESSED CONCRETE ________ _____________ ________ . ' •; - s j POST TENSIONED CONCRETE FIELD WELDING BOLf S HIGH STRENGTH SPECIAL MASONRY PILES CAISSONS ,'79"T 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 1b 40 ADDRESS PLAN ID NO. ASSESSOR'S PARCEL NO. OOCo ,.13 1516 e- OWNER V\t /ce..J 4 OWNER'S MAILING B'4 ADDRESS Ln I CITYE(L)4 ZIP TEL.43' B \. +vAIiJ'1isA6M 05Misc. 358.00 CONTRACTOR J/\cj baji 15;K~o1 EST MA _________ CONTRACTOR'S MAILING ADDRESS 0 .')QC 6i3- ' PLAN CHECK FEE 001-810-00-00-8821 5& IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. CITY JCJ(1)45 ZIP Crj)..Cj TEL. {( STATE BUSINESS LICENSE NO. 44'74.1-7 LICENSE NO. SUBDIVISION LOT(S)_____________________ - LEGAL DESCRIPTION * CHECK IF SUBMITTED: kk 3 2 ENERGY CALCS Bt-co / 0 21987 ENERGY CALCS FOR _NON _RESIDENTIAL _BLDGS DESCRIPTION OF WORK 2 STRUCTURAL CALCS k 2 SOILS REPORTS 0 2 SELF ADDRESSED ENVELOPES DATE GIVEN! DATE SENT TO APPLICANT CONTACT PERSON (I\i i Qjb • LA COSTA LETTER ADDRESS $.; it< C. 4Oo vi C. SCHOOL FEE FORM CITY ZIP P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APPLICANT'S SIGNATURE V LQç White - File DATE 1o1c ç Yellow - Applicant Pink - Finance Gold - Assessor 0• CASHIER'S VALIDATION - Ott of (farlsbab . SEWER PERMIT APPLICATION APPLICANT TO FILL IN SHADED AREA. SEWER PERMIT NUMBER:SE 3I3 BUILDING PLAN CHECK NUMBER: _PC BUILDING ADDRESS: IL 4° BUILDING TYPE: A NUMBER OF EDU'S: to OWNER: CALCULATIONS:____________________________________ MAILING ADDRESS: _ki)Zt1) -. ••.. CONTRACTOR rA__4W" 0 14 1 /9__Oi(1_04t+n1(( MAILING ADDRESS: L_____(4 _. •_ o'- - 04 LEGAL DESCRIPTION: 1ri4__4'4_A,;,L% '• 1CóNNECTION FEE 7COST,PER UNIT 1'1J x NO UNITS 1_0 ---:., ••- ___________________________ _. ____- LATERAL CHARGE: : . -I" TOTAL CHARcES: 11__UO t'••' - C, ( C) -. - PREPARED BY: ASSESSORS PARCEL NUMBER: ' _S • • (PRINTED NAME) / COMMENTS: -. • . : • ,' - ' • • • • • • ;• I' • • - . ':, :s' • WHITE: DPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant • - FINAL BUILDING *INSPECTION RECEIVED r' 311988 PLAN CHECK NUMBER: 740 DATE: 52768 PROJECT NAME: ADDRESS: 1640 St, J8fl$ Ct. PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: r /SFD NUMBER OF UNITS: CONTACT PERSON: Michael 1)Vi CONTACT TELEPHONE: 36"8036 Hc*opt rEcTE1,6aJcL._ STPECTED: APPROVED ______ DISAPPROVED INSPECTED DATEFECTED: o771/f APPROVED DISAPPROVED INSPECTED • DATE BY: ________________________ INSPECTED: APPROVED ______ DISAPPROVED Pt COMMENTS: L)O ~ttLCJ 'Jo ,4diij44g4,-' •.. Rev. 1186 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK PIanning ire FINAL BUILDING INSPECTION' . . PLAN CHECK NUMBER: 87548 . DATE: 5-27-88 PROJECT NAME: . ADDRESS: •. 16$0 St. JmeS Ct. .. ... . . . . . PROJECT NO.: UNIT. NUMBER: . . PHASE NO.: TYPE OFUNIr:. •. tS ISFD . -NUMBER OFUNITS: . 1 CONTACT PERSON Michael Davis CONTACT TELEPHONE: 436-8036 ••. .' • . . .• .., . .. . all deot •• . IN EC7; Q, ~SP ____ INSPECTED ___________ APPROVED ______ DISAPPROVED INSPE6'T1.P / p77 BY: DATE. 6/ . . '-- 'INSPECTED: APPROVED _____ DISAPPROVED DATE ED: INSPECT 04-balfal INSPECT APPROVED ______ DISAPPROVED SCoMMENTS_% . C t-2 0Z ' / :.. . •. ... . .. I ••' .. •. •.. Rev. 1186 WHITE: Suspense BLUE: Water CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION : PLAN CHECK NUMBER 87-548 DATE 5-27-88 PROJECT NAME: ADDRESS: 1640 St. James Ct. . . PROJECTNO.: ________________ UNIT NUMBER: ________________ PHASE NO.: TYPE OF UNIT res ISFD NUMBER OF UNITS CONTACT PERSON: : Michael Davis - •-.: . . .•• -.. CONTACT TELEPHONE 436-8036 •. . - CI II UVLPL. -BY: INSPECTED: INSPECTED s DATE 'JUN _31988 APPROVED ______ DISAPPROVED INSPECTED • . -DATE BY: ._._- INSPECTED: ____________ 'APPROVED DISAPPROVED. - .. INSPECTED •bATE . . BY: •_. INSPECTED: •_. APPROVED ______: DISAPPROVED . . '. . . Costa. Real Muniôipal Water District JUN., 1 3 198P COMMENTS: Fnpineering Derartmnt - • (.619) 438-3367 1 Rev. 1186 WHITE: Suspense REEN:Englneering CANARY: Utilities PINK: Planning GOLD: Fire -INAL BUILDING INSPECTION ' - -- - - - 1 - PLAN CHECK NUMBER: 87548 DATE: PROJECT NAME: ADDRESS: 1640 St. JmeS Ct. t PROJECTNO.: UNIT NUMBER: _________________ PHASE NO.: 1/ TYPE OF UNIT: re ISFD NUMBER OF UNITS: \ 1. - .CONTACT PERSON: 3.41chael Davis CONTACT TELEPHONE: 4368036 all dot INSPECTED DA INSPECTED:) APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS: Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilltlps P1 :Pnn OLD: Fire ro F FINAL BUILDING INSPECTION vvI PLAN CHECK NUMBER 87-548 DATE 5-27-88 PROJECT NAME: ADDRESS 1640 St. James Cf..' PROJECT NO UNIT NUMBER ________________ PHASE NO TYPE OF UNIT res ISFD NUMBER OF UNITS ll CONTACT PERSON: Michael Davis i MA 436-8036 DpA,hI41VC .cy CONTACT TELEPHONE all deot ''4I1 INSPECTED DATE BY _______________________ INSPECTED A' APPROVED DISAPPROVED INSPECTED DATE BY INSPECTED APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED. '. COMMENTS: 77 r/ ••. / ESGIL CORPORATION : 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGo;CA 92123 (619) 560-1468 DATE: 1-JOV - - DA JURISDICTION JURISDICTION: o (irIkI.; PLAN CHEC DFILE COPY PLAN CHECK NO: - ')- 5142 TC CUPS ODESIGNER, PROJECT ADDRESS: jlol4o ST . Cl-. PROJECT NAME: j The plans transmitted herewith have been corrected where necessary and substantially comply with the Jurisdiction's . . . building codes. .• - The plans transmitted her 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 :' identified on the enclosed check list and should be corrected. . and resubmitted for a complete recheck.- • EJ The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected - plans are submitted for recheck. • . • J The applicant's copy of the check list is ,enclosed for the jurisdiction to. return to the applicant contact person. EJ The applicant's copy of the check list has been sent to: Esgil staff didnot advise the applicant contact person that plan check has been completed. LI Esgil staff did advise applicant that' the plan check has been completed. Person contacted:________________________ Date contacted: Telephone #________________ REMARKS:______________________________________________ Enclosures: Mone,• . . t ESGIL CORPORATION • ... ii-Ii47 ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92223 (619) 5601-1468 DATE: - - JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: CC>27— 511 'I' PROJECT ADDRESS: 11,'4 57. Y&rv,e.s c7. O APPLICANT C C PLAN CHECKER 0 FILE COPY 0 UPS. O DESIGNER PROJECT NANE: D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will, substantially comply D with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies 0 identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Thé'chéck'list 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: i4,k Eo,i i.ttrdo pc4 criC.. D plan Esgilstaff did not advise the applicant contact person that check has been completed. • Esgil been staff did completed. advise applicant that the plan check has Person 9ontacted: /4,k DaV/5 Date contacted: Telephone #_'/3.a_2e3R REMARKS: BY: 54DR GE ENCL: () YtL ESGIL CORPORATION L PLAN CMM NO: 625, JuRIsDIm: CITY OF CARLSBAD 10: M',ike Davis / ,..ftrydo p-cL.. , 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 Thi:_i..] o i construction comply with Title 24 and the following model codes: I I I M 3ECT AERS: /(2 'Ia 57-. ZTh,i€. 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items—listed - need c1arif ication — - - - modification or change. All 'ten, have to be satisfied before the plans will anformance with the cited codes and reguT . -. Per Sec. 303(c), 1985 Uniform Building Code, Lae approval of the plans does not permit the violation of any state, county or city law. To sneed un the recheck nrocess • note on this list PLAN COMMOTION RL CITY OF CARLSBAD SE PAPaLY AND WPLRE DWELLINGS Date plans received by jurisdiction: )p-,4-17 Date plans received by Esgil Corporation: Date initial plan check completed: I/-,2-?7 By: (or a cony) where each correction item has been addressed i.e., plan sheet, specification. etc. Be sure to enclose the marked un list when you submit the revised nians. Applicant contact person: .i, k c 7I9 I/LI Telephone: NDm: PAGE NLP ARE NOT IN SZQMCR IS PAMS NAVIM NO ITEMS MENDIM COMMMONS WERE List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) PLANS 1. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original / tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the / name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. 4. Plans must be signed by the person responsible for their preparation. 7 Plans, specifications and calculations shall be / signed by the California state licensed engineer or architect responsible for their preparation. Specify expiration date of license. (California Business and Professions Code). ?. Specify on the Title Sheet of the plans the / gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(c). 7. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. (. 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 ot adjacent finish trade. 'how drainage patterns with minimum slopes. SECtion 302(c). Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302(c). l9' Show on the title sheet all structure. pools, / walls, etc. included under this app. -cation. I Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." 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)). p4. Projections, including eaves, may not extend / more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not be installed / within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. )f(. Projections, including eaves, shall be one- 1 hour fire-resistive construction, av'y timber or of noncombustible material IC project into the 3' setback area fr. rroperty line. Section 1710. 15. Show location of permanent •.i smoke detector, centrally located idor or area giving , access, to sleeping or above stair if sleeping rooms are on upper level. Section 1210. A smoke detector shall be installed in the / basement of dwelling units having a stairway " which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. 4 SIZE. ur. VIUIION AND (.AZflIG p4. Habitable rooms, other than kitchens, shall / contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). 8/11/87 2 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 defjciçnt in i#n ,1 s i re ,ir /, be (i d- 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)). / Fr ,1.i#/( d. 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 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). 22. 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). / _________ 3. 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 70 6". Section 1207 (a). téiliñ haigbrfor laundry "rooms,- hallways, corridors, and bathrooms is a minimum of 710". Section 1207 (a). 30. 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. 31,1 A mezzanine is an intermediate floor and may / not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. 4. The loft you show does not comply as a / mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. STAIRWAYS. AND RAILThGS 3)'' Floors above the second story shall have not / less than 2 exits. Occupied roofs may have I one exit if such occupied areas are less than 500 square. feet and located no higher than immediately above the second story. Section 3303 (a). 6'. Required exit doorways shall be not less than / 36" in width and not less than 618" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). 0 Provide stairway and landing details • Section 3306 (b) & (c). Maximum rise is 7" and minimum run is 11" • When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. Minimum headroom is 61 6". Minimum width is 36". I 3 Dimension on the plans the 30" clear width for I / 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 adjacçnt to walking surfaces. Section 5406. - I. 6,-s. Glazing, in the same wall plane as a door, must be safety glazing if within 12's Of tiLe door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6.A'/ t'.,7 , /,,,, y,,.j Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower f1oorj. section 5406 (d) 5. i t4.opTl 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. 8/11/87 3 38. 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 I nosing of treads. ()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 f. stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (ii). Provide details of winding stairway complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 36 inches. £4Z Provide spiral stairway details, per Section - / 3306(f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measusing at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. 4j. Spiral stairways may not be used for required I exits when the area served is greater than 400 sq. ft. Section 3306 (f). MI. 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. 4J. In buildings over 2 stories in height, provide I 3/4 hour fire-rated assemblies for all openings in the exterior wall below or witin 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). 4%. Openings in exterior walls below or within 10 / feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). 4). Exterior stairways shall not project into the / .3 foot setback from the property lines. Section 3306 (n). 4%. 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). 4/ Within units, show that corridors have a / minimum width of 36 inches. Section 3305 (b). Specify roof slope. 57. 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.0. or U.L.. approval number for / roof materials not covered in U.B.C., e.g., tile, etc. Section 107. 5/. 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. f6. Specify minimum 1/4 inch per foot roof slope / for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. 8/11/87 • 4 fi. Show roof drains and overflows. Section 3207. 5( Provide skylight details to show compliance / with Sections 3401 and 5207 or provide I.C.LO. approval number. - Plastic skylights must be separated from each / other by at least 4 feet; Section 5207 (a) 6. Show attic ventilation. Minimum vent area is / 1/150 of attic area or 1/300 of attic area if I at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). NASMW 6Jt'. Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections / attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)1 and Section 2515 (a). Show ties and #9 wire in horizontal joints. 46. Show height and construction details of all 1 masonry walls. Chapter 24. Note that cleanout openings shall be provided I at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. All elements supporting floor above garage, / including walls supporting floor joists, must I have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 3/8" solid core self-closing door for / openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room / used for sleeping purposes. Section 1104. 71. An occupancy separation is not required / between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header I over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio of height-to- width is 3 1/2 to 1. Table 25-I. 7jt Doors may open into the garage only if the I floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). 6(' Provide an 18" raised platform f(- any FAU, ._.-' water heater, or other device in .a garage which may generate a flame or trk. UMC Section 508, UPC Section 1310 (a). Show floor and roof connections to masonry / walls. Connection shall resist 200 pounds per lineal foot or the actual design load, 76. whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. 4. Provide details for damp proofing the / foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1107 (d). Show a minimum 2" air space and flashing ( between planter and building walls. Section 2516 (c) 7. T •d j. Garage requires one-hour fire protection on the I garage side of walls and ceiling connon to the dwelling. Table 5-B, Section 503 (d). FOMWAXION Per soils report, note on the clan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. V 8/11/87 5 79? 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). 80. 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 3 • The foundation excavations, formings and reinforcements comply with the soils report and approved plan." Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. §1. 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. 8)(. Note on plans that wood shall be 6" minimum / above finish grade. Section 2907 (a). 85. Note On plans that suface ateiill drain away from building and show drainage pattern and key elevations. On graded sites, the top of any exterior foundation shall extend above the street gutter at point of discharge or the inlet to a drainage device a minimum of 12" plus 2 percent. Section 2905 (f), 2907 (d) 5. 8). Dimension foundation per U.B.C. Table 29A: j4loors Footing 'Supvorted* Stemwall Width Depth Thickness 6" zI 1211 611 8" 15,, 1811 711 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. i. Show foundation sills to be pressure treated, / or equal. Section 2516 (c) 3. 8/. Show foundation bolt size and spacing. I Section 2907 (f). Specify size, I.C.B.O. number and manufacturer / of power driven pins. Show edge and end distances and spacing. Section 302 (c). 6. If required by structural calculations, show / size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). If hold downs are required by calculations, / note on plan that hold down anchors must be I tied in place prior to foundation inspection. Section 305 (e) 1. d. Show adequate footings under all bearing walls / and shear walls. Section 2907 (b). 9i Show on the plans stepped footings for slopes I steeper than 1:10. Section 2907 (c). 9)(. Show minimum 18" clearance from grade to / bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. 95. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 7 Show minimum underfloor access of 18" x 24". Section 2516 (c). 9*. Show minimum underfloor ventilation lual to 1 / sq. ft. for each 150 sq. ft. of derfloor area. Openings shall be as close corners as practicable and shall provide cross ventilation- n at least two approximately" -' - opposite sides. Section 2516 (c) 6. Specify that posts embedded in concrete shall / be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. Show wall bracing. Every exterior wood stud / wall and main cross partition shall be braced at each end at least every 25 feat of length with 1 x 4 diagonal let-in braces or equivalent. Section 2,117 (g) 3. l9. Note cross bridging or blocking. Floor joists / and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (a) 6. 8/11/87 6 19.. Show blocking at ends and at supports of floor / joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. lØ. Show double joists. Floor joists shall be / doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. lOJ. 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. ~ 191 Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than / 45 degrees to the horizontal. I. Section 2517 (h) 5. 106 Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Show double top plate with minimum 48" lap / splice. Section 2517 (g) 2. 108 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 - patitions, 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 inline with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at celing and floor levels, with noncombustible materials. 119" Show stud size and spacing. Maximum e.11owable / stud heights: Bearing wall: 2 x4 and 2 x 6 max. 101; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 20'. Table 25-R-3. 1)1. 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. l. Note on A.I.T.C. Certificate of Compliance for / glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). l. Detail all post-to-beam and post-to-footing / connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including / roof and floor diaphragms, to shear walls. ' Section 2513. lJt. Specify nail size and sr '.c for all shear / walls, floor and roof d. . Indicate required blocking. Mainta i diaphragm dimension ratios. (Tabi. 3, K and Section 4713 (d)]. lJ. Show 3" x 4" or 2" x 6" studs i. st story ( of three story building. Table 25'k . 117 Provide truss details and truss cal :ulations for this project. I Specify truss identification numbers on the plans. A, 8, C,.rchrrrus. .el Z YroviOe roor zraming plan and floor framing plan. Section 302 (c). () Provide framing sections through ' - (j5 V. fin C-t. Sel,-. r Section 302 (c). WO. Specify all header sizes for opening over 4' / wide. Section 2517 (g) 5. Provide calculations for main vertical and / horizontal framing members and post footings. Section 302 (b). lA. Provide calculations for lateral loads, shear / panels, shear transfer and related. Section 302 (b). 8/11/87 7 12. Show location of attic access with minimum size / 22" x 30". Section 3205. 1. Show draft separation for attic areas between / units in a duplex. Section 2516 (f). 1. Specify plywood grade and panel identification / index. Table 25-N. V. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). i6. If foundation cripple wall studs are less than 1 14" high, framing shall be solid blocking. Section 2517 (g) 4. - - 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. 11. Show plywood sheathing over exposed eaves, or / other weather exposed areas, is exterior grade. Section 2516 (i). 133 Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). i4. Detail truss layout for 30" x 30" attic access, / if required for equipment in the attic. l). Ridges, hips, and valleys shall be at least one / size larger than supported rafters • Section 2517 (h) 3. 1. In open beam construction, provide strap ties / across the beams at the ridge support. Section 2501 (b). 12)i. Show on the plans all structural requirements / developed in the structural calculations. Section 302 (c). (See comments below or at end.) 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. 124. 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. 11NANICAL (UNIPM MNmANIC&L cXOE) All heating, ventilating, and cooling systems and applicances shall comply with the Uniform Mechanical Code. Show the size, location and type of all ( heating and cooling appliances or systems. Show source of combustion air to furnace, per Chapter 6, UMC. l4. Every dwelling unit shall be provided with / heating facilitites capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1211. 4l4. Show minimum 30" deep unobstructed working / space in front of furnace. Section 505, UMC. 154. Note on plans, "clearances to be per I manufacturer's listing." Section 504, UMC. 1) 1. 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. 144'. Show I.C.B.0. approval number for prefab fireplace. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 1$. Note that passageway to the attic furnace / shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. Show permanent electrical outlet and lighting I fixture controlled by a switch for the attic furnace. Section 708 UMC. 1/7. Show details to comply with Section 709 for / furnace under the floor, or Section 710 for roof or outside furnace. 148. Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. Provide dryer vent to outside. UMC, Section / 1903. 8/11/87 8 .Mrx.LCAL (NATIDEAL XEJMMCAL COOK) All wiring .shall comply with the National Electrical Code. 150 Show on the plan the amperage of the electrical service, the location of -the service panel, and the location of any sub-paneIS Show location of all electrical receptacles. i4. Electrical receptacle locations and/or spacing / is not adequate in__________________________ X3.Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 154 Note convenience outlets in bathrooms, kitchen counter top(s) w ithin 6 . feet of the kitchen sink outdoors, and in garages and basements Iffier than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. l. Note electrical system ground to be provided / per NEC, Art. 250-81. PZThB (wu.ia PLUGMM COMI 156 Show water heater size, type and location on plans. UPC, Section 1301. 154. Show source for providing combustion air to / fuel burning water heater. If wall openings in I an enclosure are used, it least one-haa 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. Fuel combustion water heater shall not be / installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. lA. Provide adequate barrier to protect water / heater from vehicle damage. UPC, Section 1310. 1. Show T and P valve on water heater and show / route of discharge line to exterior. UPC, Section 1007 (e). 161 Note on the plan that hose bibbs and lawn sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & (i). Show shower stall can accommodate a 30" circle / and has a minimum floor area of 1,024 sq. in. UPC 909 (d). 1EISK ThJLATIOK (1XJPL) 14. Show details of duplex common (party) walls / and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. 1. Show how penetrations of assemblies for / piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. 141 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. XNERGrCONSERVATION: PLEASE READ State regulations (California Admin. Code) require that the design satisfy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. The designer shall provide an Energy / Certificate of Compliance imprinted on the / plans. This Certificate shall indicate the " features and performance specifications neeeded to comply with Chapter 2-53 of Title 24. (1) The individual with overall responsibility for the design, and (2) The owner of the building or property shall sign the Certificate of Compliance. Title 20, Section 1403 (a) 2. A. See the attached Compliance Certificate Form. 14. Show on the plans the "R" value for the walls, I floors, ceiling and related areas. Show double glazing as per Energy Design, on f Glazing Schedule. 1fi. Show on the plan how shading requirements are / satisfied. 170 Show on the plans the thermal mass areas as indicated in the energy documentation. 8/11/87 9 The plans are not in compliance with the energy I conservation compliance package selected or I design calculations provided. Show on plans conformance as follows: 17. Specify on the building glans all of the / mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Reouirements". 173 Show the size, type. make, model and location of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. CARLSBAD S.F.D. & DUPL11X SUPPLENEW Energy conservation design should be for Zone 1 7 . See attached energy packages. 1J4. Floor drains must have auto-prime (city I policy). 176 Note exhaust fans cannot be ductless type (city policy). 177 New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed - / to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). 179 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). id. Incorporate the waterproofing details, on the / attached Policy 80-8, where interior living / space occurs below grade at the masonry wall(s). 1 '. Show on the Title Sheet on the plans, the / information required by the attached ' Developmental Services Sheet 112383. 12'. All new residential buildings, including / additions, require a soils report. Please submit two copies. 14i. Heavy timber framing, minimum 6" x 10* beams I and minimum all x 8" post, for the st: .tural beam and column supporting the fire se:ation between the garage and living area above, is acceptable if shown on the plans. (city policy). UBC Adopting Ordinance 8792 requires Fire / Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). 1$. City Ordinance 9792 requires two parking / spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. 186. Please see additional corrections, or remarks, on the following page. The City of Carlsbad has -contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact________________ at Esgil Corporation. If you have any ;nistions regarding City Building permit procedure:, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. Enclosures: I'.JO'-?. # (!/JUI 'na1 d Mat 7J e4". 8/11/87 10 Datei/1-J-J'7 CITY OF CARLSBAD Prepared-byt 13 B)dg. Dept. VALUATION AND PLAN CHECK FEE 9"sgil PLAN CHECK NO._________ BUILDING ADDRESS /4'-/0 5. rTat'i-S 37—: APPLICANT/CONTACT fl/ Iv'i.S PHONE NO. Z4,3& - BUILDING OCCUPANCY 725/14, DESIGNER PHONE - TYPE OF CONSTRUCTION Z ' CONTRACTOR PHONE - BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE c;'i 4LJLt /7 ; I Air Conditionirt Commercial Residential Res. or Comm. Fire Srinklers Total Value , q 7114 / Building Permit Fee $ i g.:.17.50. Plan Check Fee $ $ qi./-*') CON NCNTS Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. 4- Date: /1-9-87 Plan Check No. e7-51R Project Address: 1(410 57-J1e COLIT Project Name: i.2 Field Check Date: By: 0 0 D a a, a > > > a, ai a, DD DOLl ENGINEERING CHECKLIST LEGEND Item Complete Item Incomplete -. Needs. Your Action 1,2,3 Number in circle indicates plancheck number that deficiency was identified LEGAL REQUIREMENTS Site Plan Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines,' existing and proposed slopes, driveway and percent (%) grade and drainage patterns. Provide legal description of property. 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___________ 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. 701 0 0 0 0 0 0 0 0 FEES REQUIRED 0 Cl 10. Park-in-Lieu fees required. j464?iA1 Cl° Quadrant: -' , Fee Per Unit: Total Fee:_________ Traffic impact fe required. Fee Per Unit:)?6cX.c , Total Fee: 1'&coD. Bridge and Thoroughfare fee required. Fee Per Unit: .-, Total Fee: Public facilities fee required. 0 •14. Facilities management fee required. Fee:Zse. ltlo/e&i D 15. Additional EDU's requiçpd: IsO Sewer connection fee:PJOW.crO Sewer permit no. 0 16. Sewer lateral required: ,n1J j-o REMARKS: U O.K. to iss If you have any questions about any of the above items identified on this plan check, please call the. Development. Processing Department at 438-1161. PLANNING CHECKLIST to 4.' M Plan Check No. 87-533 Address /"?/O 5r 2im5 2'.z7- Type of Project and Use cSFD Zone J - I Use Allowed? YES )c NO Setback: Front OK Side 01( Rear _____ Facilities Management Zone I School District: San Dieguito Encinitas Carlsbad San Marcos Discretionary .Action Required YES NO Type CT515 Environmental Required YES NO Landscape Plan Required YES NO Comments O 0 0 Coastal Permit Required YES NO O 0 0 Additional Comments OK TO I S5 DATE //-?-c9,7 COMPACTION LABS,. INC. SOIL TESTING & INSPECTION SERVICES PRELIMIN ARY SOILS INVESTIGATION for Proposed Single Family Dwellings Carlsbad Tract No. 81-50/PUD-37 Valley Street Carlsbad, California / &1-° • oY3 C) f= CTc1C Prepared for MIKE O'GARA 3229 Valley Street Carlsbad, CA. 92116 September 23, 1985 Project No. CL-1405 -63r -~~L 7895 Convoy Court, Suite 15, San Diego, CA 92111 • (619) 292-0688 • North County (619) 741-5289 a COMPACTION LAL J, INC. I 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. Dale R. Regli, ACE 19393 DRR/pjr cc: (3) submitted 7895 Convoy Court, Suite 15, San Diego, CA 92111 • (619) 292-0688 • North County (619) 741-5289 COMPACTIONLAr 3, INC. SOIL TESTING & INSPECTION SERVICES a - TABLE OF CONTENTS Purpose and Scope Location and Description of Site J. Field Investigation 4. Soil Conditions 5. Laboratory Testing 6. Recommendations and Conclusions Grading Foundations Recommended Paving Section Review of Grading Plan 7. Uncertainty & Limitations Page 1 .1 1 2 2 2 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 LAE ), 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 Lk ft 3, INC. SOIL TESTING & INSPECTION SERVICES Page 2 determined at different depths in the excavations and are included in Plate No. 's 2 - 7. 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 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. 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 of Test Results." 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 LA 39 INC. SOIL TESTING & INSPECTION 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 recommentdations will be required to reduce structural damage occurLng 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 of 18 inches below lowest adjacent grade and reinforced with one No. 4 bar top and bottom. Steel should be positioned 3 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 exceeding optimum moisture content by a minimum of 3 percent. COMPACTION LA. 3, INC. SOIL TESTING & INSPECTION SERVICES Page 4 68(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 n.on-expansive soils. For one story construction: Continuous footings founded in 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 of3000 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. lames Ct. Assumed Traffic Index = 4 An. Cr81-SC-). 2 inches of asphaltic paving 8 inches of select base coui 7'11...q~~ 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 COMPACTION LAC 3, 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 95X. 60. 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, 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-OSHAand/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. 49414-1 Dale R. Regli, RCE 19393 RKA /pjr cc: (3) submitted COMPACTION LABS SOIL TESTING N lPQ.ZX. - LOTZ \ /LOT 4 .7 LO • \ I / / . I LO L07 7 \\\,000z TEST PIT LOCATION SKETCH \ PROJECT No. CL-1405 PLATE No. 1 .OMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LEGEND UNIPIED SO!!. CLASSIFICATION CHART SOIL DESCRIPTION GROUP SYMSO!, 1. COARSE CHAINED. More than half of material is larcer than NO. 200 sieve size. GRAVELS CLEAN GRAVELS Race than half of coarse fraction is larg.r, than No. 4 GP sieve size but smaller 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 sieve size. SANDS WITH PINES SM (Appreciable amount of fines) Sc TYPICAL ?IA.MES Well graded gravels, gravel- sand mixtures little or no fines. Poorly graded gravels, gravel sand mixtures, little or no fine'.. Silty gravels, poorly graded gravel-sand-silt mixtures. Clayey gravels, poorly graded gravel-sand, clay mixtures. Well graded sand.gravetly 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 clay.9 of low to medium plasticity, gravelly clays, sandy clays.silty clays, Lain clays. Organic silts and organic silty clays of low plasticity Inorganic silts. micaceous or dLatomaceeus fins sandy or silty soils, elastic silts. Inorganic clays of high plasticity, fat clays. Organic clays of medium to high plasticity. Peat and other hiqhly organic soils. U.. PINE CHAINED. More than half of material is smaller than No. 200 sieve size. SILTS AND CLAYS MI. Liquid Limit CL less than 50 0!. SILTS AND CLAYS Liquid Limit 0! greater than SO OH HIGHLY ORGANIC .SOIZ.5 PT 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' COMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME 3229 Valley Street __________________ DATE LOGGED September 10,1985 Exsisting Grade ONE - ELEVATION ______________________ TEST PIT NO. = 0 IV 41 a I .= U DESCRIPTION & REMARKS a u 4) _ W 4A 4.' 0. E U,...' . 0.s.. E U, 41 aLn z'.. 00 - Ln CA 0'— '-' 1 BG 104.3 3.1 35.2 1 - SM Brown, Dry, Loose, SILTY-SAND (Plowed Ground) 2 BG 121.7 8.3 41.4 2 Orange, Moist, Dense, SILTY-SAND 3 - (Firm Native at 2') SM 4 5 6 7 8 BG - SM Tan-Red, Humid, Dense, SILTY-SAND 10 - Bottom Of Test Pit Number One PROJECT NO. CL-1405 Two PLATE NO. COMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG 3229 Valley Street DATE LOGGED September 10,1985 PROJECT NAME ELEVATION Exsisting Grade TEST PIT NO. TWO C 0 - 0I . 'i . o DESCRIPTION & REMARKS _ I— 0) 'I- 0) 0)'•- ., 3= .i.. C 01 0)0) 0) 4J E V1 CL n41 " " E zu V1 ' - 00F Grey-Brown, Humid, Loose, SILTY- F SM SAND (Plowed Ground) SM Brown, Dry, Loose, SILTY-SAND G 93.5 4.0 1.5 2 (Plowed Ground) BC 52.4 Orange-Brown, Humid, Stiff 3 - 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 Three PLATE NO. U I COMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME 3229 Valley Street DATE LOGGED September 10,198 __ ELEVATION EiLgisting Grade TEST PIT NO. THREE 0 0. 24 F bQ 0 0 cm CL W U DESCRIPTION & REMARKS VI 4j 4A 4-A C fl> CL 41 E I#IW E'-' 0 X c1 - ' CJ BG 32.6 0-1 SM Grey-Brown, Dry, Loose, 1 - SILTY-SAND (Plowed Ground) BG 119.5 3.5 1.5 2 — SM Brown, Dry, Dense, SILTY-SAND (Firm Native at 1.5 1 ) 3 SM Orange, Humid, Dense 4 - SILTY-SAND CK 118.8 5.0 5 6 - . BG 23.4 7 SM Tan-Red, Dry, Dense, SILTY-SAND - Bottom Of Test Pit Number Three CL-1405 PROJECT NO.__________________ PLATE NO. Four COMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME 3229 Valley Street DATE LOGGED September 10.198 ELEVATION - Exsisting Grade TEST PIT NO. FOUR 0 C . 3. u DESCRIPTION & REMARKS _ :ft CL E 3% C 4A W CL.;;; E ' C X U - SM Grey-Brown, Dry, Loose, SILTY-SAND (Plowed Ground) 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 BC 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 a 41 CL 4.0 1 C o cm .= 06 DESCRIPTION & REMARKS UI 41 41 4141 CL E Ill> . VI UI C 00 E'- XL) 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 — 5 - 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 10,1985 ELEVATION EXsiStiflg Grade TEST PIT NO. SIX = 0 CM CL a) u DESCRIPTION & REMARKS = Wa) 4•J CL E 0 U a) > U' U ... ma) E- 0.- 0 SM Grey-Brown, Dry, Loose, 1 - SILTY-SAND (Plowed Ground) Brown, Moist, Soft, CLAY 2 BC 70.0 2 ...CL (Becomes Stiff at 2') a. - - 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 COMPACTCN LAB AM 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 P2-1' Orange-Brown Sandy-Clay P2-2.5' Brown Sandy-Clay P6-2' Maximum Optimum Dry Density Moisture (lb/cu. ft.) (7. 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 (7.) Air Dry Moisture (%) Final Moisture (%) Final Dry Density (pcf) Load (psf) Swell (7.) P2-2.5' P6-2' Remolded Remolded 13.2 17.7 8.6 11.7 21.7 28.0 109.7 102.5 150.0 150.0 5.6 9.0 DIRECT SHEAR Sample No. • P1-l' P2-2.5' Condition • Remolded Remolded Angle of internal Friction (0) - 31 25 Cohesion Intercept (pcf) 300 100 PROJECT NO. CL-1405 PLATE NO. 9 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 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 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 0-1556 or ASTM 0-2922 and 3017 APPENDIX 'B' COMPACTION LABS, INC SOIL TESTING & INSPECTION SERVICES MATERIALS Those soils used as fill will 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 flat 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 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 andgrades shown on the available plans. APPENDIX '0' COMPACTION LAB' 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 back-fill located within structural areas should be compacted to a minimum of ninety percent of maximum density. APPENDIX 1B' COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES July 9, 1987 Project No. CL-1405 Mike O'Garra 3229 Valley Street Carlsbad, CA 92008 Subject: Report of CerUf aThir-gf Compacted Fill Ground Carlsbad Tra7dt No. 81-50,)PUD-37 valley Stree'L --- - Carlsbad, CA1if81rti 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 1 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 obRorvp qradtng operations with regard to current standard practices and to determine the degree of compaction of placed fill. Grading plans were prepared by Joseph K. Lukowski. Grading operations were performed by Ray Carlin of Alpine, California. Post Office Box 271338, Escondido, CA 92027 • (619) 741-5289 COMPACTION LABS, 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. Fill soils were imported and generated from the on-site excavation. The subdivision contains areas with transition from cut to fill. However, the proposed building areas are all cut or all fill, as tabulated on Plate No. 3. Therefore, no consideration need be given this characteristic. Expansive soils were observed during grading. However, they were placed in deeper fills or blended with non-expansive soil. It is our opinion expansive soils lay in a non-detrimental condition and conventional construct-.ton may be utilized. Fill soils were placed, watered, and compacted in six inch lifts. Prior to earth-work construction, areas where fill was placed, were scarafied, watered, and compacted to a minimum of ninety percent. To determine the degree of compaction, field density tests were performed in accordance with ASTM D-1556 or D-2922 at the locations designated on attached Plate No. 1. A tabulation of test results and their vertical locations are presented on attached Plate No. 2. During grading operations, all fill soils found to have a relative compaction of less than ninety percent were reworked until the proper compaction was achieved. COMPACTION LABS, 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 minimum width of 12 inches and founded a minimum of 12 and 18 inches below lowest adjacent grade for one and two story, respectively, will have, an estimated allowable bearing value of 2500 pounds per square foot. Footings located on or adjacent to slopes should be founded at a depth such that the horizontal distance from the bottom outside face of footing to the face of the slope is a minimum of eight feet. 4.. All continuous footings should be reinforced with a minimum of one #4 bar top and bottom. Completion of grading operations were left at rough grade. We, therefore, recommend a landscape architect be contacted to provide finish grade and drainage recommendations. Prior to pouring of concrete, Compaction Labs, Inc., should be contacted to inspect foundation recommendations for compliance to those setforth. During placement of concrete, Compaction Labs, Inc., and/or a qualified concrete inspector should be present to document construction of foundations. COMPACTION LABS, 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. L ~1 Alan H. Sargent, President Dale R. Regli, RCE 19393 AHS/pjr cc: (3) submitted COMPACTION LABS SOIL TESTING RPeDX. SCALE. - i"=SO L 32 LOT 2.IIO / \ss .t- rT Lro1P.. PROJECT No. CL-1405 PLATE No. 1 COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES - TABULATION OF TEST RESULTS a. S z 0-4 .-4 O U-4 • I +1 • 0 w. 2. 4.10 I. CflE 32 7/01/87 a See Plate 153.5 11.7 113.7 I 86.1* 33 No. 1 155.5 7.7 118.6 I 89.8* 34 155,5 4.8 126.3 I 957* 35 " 154.5 9.7 118.9 I 90.0 36 . " " 155.5 14.4 120.8 I 91.5 37 156.5 11.6 120.2, I 91.1 38 7/02/87 157.5 9.0 119.3 I 90.3. 39 156.5 10.8 119.5 I 90.5 40 1 157.5 11.6 121.2 1 91.8 41 7/06/87 " 158.5FG 7.0 121.4 V 97.2 42 158.5FG 6.4 120.9 V . 96.9 43 159.OFG 6.2 .119.0 V 95.3 44 159.0FG 3.7 115.1 I 87.2*. 45 . 159.0FG 6.4 120.0 V 96.1 46 158.5FG 12.5 120.3 I 91.1 47 'I 158.01FG 11.8 122.0 I 92.4 Remarks: Test No.'s 32, 33, 34 and 44, undisturbed native soils, 85% minimum required. Optimum Moisture, Maximum Density Maximum Optimum Dry Density Moisture Soil Description Type (lb/cu.ft) (% dry wt.) Brown Silty-Sand I 132.0 9.0 Gray-Brown Fine Silty-Sand II . - 119.7 13.3. Orange-Brown Sandy-Clay III 122.2 13.2 Brown Sandy-Clay - IV 114.0 17.5 Red/Orange Silty-Sand V 124.8 9.0 Project No. CL-1405 Plate No. 2 COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES CARLSBAD TRACT NO. 81-50 PUD-37 Lot No. 1 Fill 2 Fill 3 Cut 4 Cut 5 Fill 6 Fill 7 Fill Project No. CL-1405 Plate No. 3 COMPACTION LABS, 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 I thru4, 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 LABS, INC. a " Alan H. Sarnge President AHS/pjr cc: (3) submitted az4/ Dale R. Regli RCE 19393 Post Office Box 271338, Escondido, CA 92027 9 (619) 741-5289