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Home My WebLink About2626 MALLORCA PL; ; 86-137; PermitUSE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION-W!T-IN SHADED AREA AND DECLARATIONS. 11 0 I hereby affirm that I am licensed under' provisions of Chapter 9 (commencing with I Section 7000) of Division 3 of the Business 49 and Professions Code and my license is in I full force and effect. ic No _________________ Class 0 'I hereby affirm that I am exempt Irvin the Contrac- tors License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re-quires a permit to construct, alter, improve, demolish, or repair any structure. prior toils issuance also requires the up-plicanr for such permit to tile a signed statement that he is licensed pursuant to the provisions 01 the Contractor's License law (Chapter 9 commencing with Section 7000 01 Division 301 the Business and Professions Code) or that is ex-empt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit sub' jcls the applicant to a civil penalty 01 001 more than tine bun- area! dollars ($500). - i as owner of the property, or my employees with wages fic as their sole compensation, will do the work, and the struc' turn is net intended or offered for sale (Sec. 7044, Business J and Professions Code: The Contractor's License Law does 5 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 suc improvements are not iofend W ad or Oltered or safe. 'It, r, the building or improve- Z mont is sold withio one y mplerioo, the owner-builder will have the borden r I he did not build or im- 0 prove to, the purpose I . C I. as owner o per y. a oclunively Qvc ' with licensed ceotra to ceosf projec Business and ' on Cod ' Contr i Law does cot up an ow ne operty it im proves her - who co ma for ea ) tb a cuotractor41se purnoo the I icense R 0 A a owner I atirpproving 'm he follow' 4 ing d' ' s eoist:/ "S" 1. The wor)e.jbeing pe rmed to sale. I have'4jp'd in m in twelve months prior to coApletion is Lu 3. I have nor clui d thi mptiou during the lost three year lam eoempt under ___________________ , B P.C. !or this reason ' I - CARLSBAD BUILDING DEPARTMENT - - APPLICATION & P, IT - Carlsbad, California 92008-1989 (619) 438.5525 4 . JOB ADDRESS . AV. ST. RD, NEAREST CR DATE OF APPLICATION E m VALUATION PERMIT NU NUMBER (cc;Z c~l LOT I BLOCK I SUBOIVISIrIN I ASSESSOR PARCEL NQ. CONTRACTOR PIS 4CINTRS NEo ZONE 'h_,C.SôtI !—° OWNER'S NAME OWNER'S PLAN I.D. # BUILDING SQ. FOOTAGE I '7.2 -.2Y'°' CONTRACTOR'S ADDRESS LICENSE NO. /4f1Y.dt1e1ec 5.11__.— OWNER'S MAILING ADDRESS 7' 7 3103 4 r~1';( 5r(4/ DESIGNER DESIGNER'S PHONE DESCRIPTION OF WORK DESIGNER'S ADDRESS LICENSE NO, F/P FLR ELEV.I I NO I / YO NO _—J GP EDU 6/3/969964 0 6 4r 1 OU OT94 lo/ 86 6599.66 CENSUS TRACT GP LAND USE NG SP RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT I TYPE 0CC LOAD I FIRE SPR 1PAR4_••ACE / AREA I '_J oD ND Y l#4lL rD Not Valid Unless Machine Certified - - QTY. PLUMBING PERMIT- ISSUE QTY. MECHANICAL PERMIT. ISSUE SUMMARY/ACCOUNT NUMBER EACHFI'XtURE TRAP.. I7LI.J INSTALL FURN. DUCTS UP TO 100,000 BTU ' , - BUILDING PERMIT 001-810-00-00-8220 - — - EACHBUi1DiNG.SEWER' OVER 100,000 BTU SIGN PERMIT 001-810-00-00-8221 EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 001-810-00-00-8806 EACH GAS SYSTEM 1 TO 4 OUTLETS - BOILER/COMPRESSOR 3.15 HP TOTAL PLUMBING 001-810-00-00-8222 '1 7 EACH GAS SYSTEMS OR MORE - METAL FIREPLACE - — ELECTRICAL 001-810-00-00-8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE ,ENT FAN SINGLE DUCT MECHANICAL 001-810-00-00-8224 — EACH,VACUUM BREAKER , MECH EXHAUST - HOOD/DUCTS / MOBILEHOME 001-810-00-09-8225 WATE'I1SOFTNER RELOCATION OF EA FURNACE/HEATER MOBILEHOMEPARKINSP EACHROOFDRAIN(INSlOEIJ , SOLAR 001-810-00-00-8226 - TOTAL MECHANICAL I - STRONG MOTION 880-519-92-33 JtyILL, .TOTAPLUMBI I ' i7; FIRE SPRINKLERS 001-810-00-00-8227 QTY. - ' 'ELECTRICAL PERMIT- ISSUE QTY. SOLAR-ISSUE PUBLIC FACILITIES FEE 332-810-00-00-8930 _________________________ 7o— NEW CONST EA AMP/SWTtBKR I COLLECTORS - . - SCHOOL FEE - DISTRICT I PH 3 PH ' STORAGE TANKS . Carlsbad - EXIST ,B LOG EA 'AMP/SWT/B KR ROCK STORAGE . ' Encinitas I PH-, ..., - - 3 PH , PUMP . San Diegoilo REMOOEL.'ALTER PER CIRCUIT . - PLAN CHECK FEE ' - San Marcos OVEROOMPS . LICENSE TA), A 001-810-00-00-8162 - TEMP OCCUPA'TJCY 130,OAYSI ' , MIFF 880-519-92-57 - - . CREDIT DEPOSIT TOTAL ELECTRICAL TOTAL SOLAR TOTAL: FEES PAYABLE h. I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued byIb1e Building Official undertheprovisIonnobthis * AN OSHA PERMT IS REQUIRED FOR EXCAVATIONS OVER I Code shall expire by limitation and become null and void. It the building Or work CERTIFY UI-IDEA PENALTY di PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I authorized by such permit is not commenced within 180 days from the date of such 5'0- DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit, or it the buIidin9 or work authorized by such permit is STATE GOVERNING BUILDING CON suspended or STRUCTURES OVER 3 STORIES IN HEIGHT -I,/____ ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND LAWS abandoned at any time after nced_for_a_period_of_taO_days STAUCTION. WHETHER SPECIFIED HEREIN DR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND CONTRACTOR 0 APP ____ BY KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND - EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. BY PHONE 0 _______________________ V D I hereby affirm that I have a Eertttte of consent to self-insure. or a certificate of Worker C mpensafion In. svrance. via certified copy thereof I 00. Labor Code) POLICY NO. COMPANY D Copy is filed with the Cit(. Z El certified copy is hereby furnished Ui CL CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (I) IThis secliun need not be completed if the permit is for one hundred dollars 101001 or less) uJ le XI certify that in the performance 01 the work for which this permit is issued. I shall not employ any person in any manner noun to become subject to the Workers' Compen. nation Laws of California. NOTICE TO APPLICANT: It, alter making this Certilicate 01 Exemption. you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with Such provisions or this permit shall he deemed revoked. J"' 0 I hereby affirm that there is a construction lending agency for the performance of the work for which this per. 01 mit is issued (Sec. 3097, Civil Code) ZI - WI Lender's Name —ii L Lender's Address__________________________________ TYPE DATE INSPECTOR BUILDING FOUNDATION on REINFORCED STEEL MASONRY GUNITE OR GROUT SUB FRAME E FLOOR L CEILING SHEATHING c ROOF U SHEAR FRAME I EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING ______ 0 SEWER AND BL/CO U PtJCO /r/y c 79 UNDERGROUND U WASTE EJWATER TOP OUT E3 WASTE WATER —0 TUB AND SHOWER PAN GAS TEST P/z7,/fri 0 WATER HEATER 0 SOLAR WATER (Jr. ELECTRICAL 0 ELECTRIC UNDERGROUND 01UF.FER ________ ROUGHELECTRIC Li ELECTRIC sERvIcE:11EMpC)RARY /n/) 0 BONDING EPOOL MECHANICAL LI DUCT & PLEM.,' LI REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPEC17ON WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. FINAL\ I PLUMBING .' .•- . . ELECTRICAL MECHANICAL I . . .. GAS • _______ BUILDING _________ SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES INSPECTION REO. IF DATEINSPECTORS DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP \. OVER 2000 PSI STRUCTURAL CONCRETE PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WEEOiG HIGH STRENGTH BOLTS -. - SPECIAL MA59NRY PILES CAISSONS , 4 FINAL BUILDING iNSPECTION PLAN CHECK NUMBER: 86-137 DATE: 19_10_86 PROJECT NAME: ADDRESS: 2626 Mallorca P1 PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: SFD NUMBER OF UNITS: CONTACT PERSON: CONTACT TELEPHON all dept * INSPECTED DATE , / BY: ________________________ INSPECTED: /2 //2/ ,, APPROVED DISAPPROVED 1/ INSPECTED DATE BY: . INSPECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED S 0 9 Rev. 1186 WHITE: Suspense GREEN: Engineer' g CANARY: Utilities P1 Planning GOLD: Fire ) tv :; FINAL BUILDING INSPECTION lu ,.: . c1,* PLAN CHECK NUMBER: 86-137 Y DATE: 1 —1—flA PROJECT NAME: ADDRESS: 2626 Mallorca l PROJECT NO.: _________________ UNIT NUMB . PHASE NO.: : TYPE OF UNIT: SFD NUMBER OF UNITS: CONTACT PERSON: CONTACT TELEPHONE: S all dept INSPECTED ii DATE BY: LI INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED . DATE BY: _________________________ INSPECTED: _____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS:. - Rev. : /86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning OLD: Fire FINALBUILDING INSPECTION PLAN CHECK NUMBER: 86-137 DATE: 19_b... PROJECT NAME: - ADDRESS: 2626 Mallorca P1 PROJECT NO.: __________________ UNIT NUMBER: PHASE NO.: TYPE OF UNIT: SFD NUMBER OF UNITS: CONTACT PERSON:___________________________________________ CONTACT TELEPHONE:_______________________________________ all deDt INSPECTEDZ TFECTED:/,%:#/I/I APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ___________ APPROVED ______ DISAPPROVED. INSPECTED DATE BY: _______________________ INSPECTED: ___________ APPROVED ______ DISAPPROVED COMMENTS: Rev. 1186 WHITE: Suspense Engineein CANARY: Utilities PINK: Planning GOLD: Fire CITY OF CARLSBAD REQUEST FOR INSPECTION RECORD Engineering Department DATE: 12- PINSPECTOR: TIME: PROJECT NAME:7 PROJECT NUMBER: STREET LOCAIO(-) R.O.W. NUMBER CONTRACTOR: I PHONE: 9 çì TYPE OF INSPECT1ON. SPECIAL INSTRUCTIONS: READY FOR INSPECTION: rJMON. IIITUES. E::] WED. THURS. FFRI.- SAT, IA.M. EJ P.M. ACTIVITY REPORT: GOLD-INSPECTOR • BLUE-FILE CONSTRUCTION INSPECTOR/MANAGER ESGIL CORPORATION 9320 CIIESAI'EAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: ,1UISDICTION JURISDICTION: '2 S 'flPNfltC1E1 [J FILE COPY PLAN CHECK NO: c5 -/37'--_ZZ []DESIGNER PROJECT ADDRESS: ?62, fl'7 ..Lc.Y?C? PL PROJECT NAME: /)/s/At /_•; 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 with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. rl The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's D copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. E 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 W1 plan check has been completed. Esgil staff did advise applicant that the plan check has 0 been completed. Person contacted: Date contacted: Telephone # REMARKS :Q oizZ. 'u s-usa ciZ. ,jr--y . L w '511C~-1 90 czI. n- _i- BY: ENCL:j5 ESGIL CORPORATION 0 Who May Prepare Plans Provisions of Assemblyman Cond it's bill AB 2313 were amended into SB 790, authored by Senator John Seymour, which has been signed into law and became effective January 1, 1986. (Chapter 1327, Statutes of 1985). This measure contains two important items: First, it cleared up a long-standing conflict between the Architects Act and the Engi- neers Act in which one act allowed plans to be prepared by certain individuals, while the other act did not permit this. The two acts are now the same. The second important item from the bill limits the architectural or engineering services that an unlicensed person may perform. The following excerpt from the bill addresses the exceptions to the requirement that a licensed civil engineer or architect must sign plans. Section 6737.1 of the Business and Profession Code is amended to read as follows: Section 6737.1 (a) This chapter does not prohibit any person from preparing plans, drawings or specifications for any of the following: Single-family dwellings of wood-frame construction not more than two stories and basement in height. Multiple dwellings containing not more than four dwelling units of wood-frame construction not more than two stories and basement in height. However, this paragraph shall not be construed as allowing an unlicensed person to design multiple clusters of up to four dwelling units each to form apartment or condominium complexes where the total ex- ceeds four units on any lawfully divide lot. Garages or other structures appurtenant .'to buildings de- scribed under subdivision (a) of wood-frame construction not more than two stories and basement in height. Agricultural and ranch buildings of wood-frame construc- tion, unless the building official having jurisdiction deems that an undue risk to the public health, safety and welfare is involved. (b) If any portion of any structure exempted by this section deviates from conventional framing requirements for wood-frame con- struction found in Chapter 25 of the 1985 edition of the Uni- form Building Code or tables of limitation for wood-frame construction as defined by the applicable building code duly adopted by the local jurisdiction or the state, the building official having jurisdiction shall require the preparation of plans, drawings, specifications or calculations for that portion by, or under, the direct supervision of a licensed architect or registered engineer. The documents for that portion shall hear the stamp and signatures of the licensee who is responsible for their preparation. c ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92.123 (619) 560-1468 DATE: JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: 137 PROJECT ADDRESS: J1/ PROJECT NAME: 5 '3 APPLICANT MISDICT PLAN CHEC FILE COPY UPS DESIGNER : -he plans transmitted herewith have been corrected where ecessary and substantially comply with the jurisdiction's .uilding codes. The plans transmitted herewith will substantially comply Q ith the jurisdiction's building codes when minor deficien- :ies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies MM :dentified on the enclosed check list and should be corrected .= nd resubmitted for a complete recheck. :he check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the urisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgii staff did not advise the applicant contact person that I1 plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Late contacted: • Telephone # REMARKS: • • 7 ENCL: ESIL CORPORATION 11 PLAN CHECK NO. .JURISDICTION: CITY OF CARLSBAD TO: 1CYZQ gorJfl)C:E.Lj.....S 3to3 L Co CwgY ) 2O& NEMD. 4- IL 4-4- MS:____ Z(Z(a /rtLOYZ( ft PLAN uJRRE(TI( SH..' SOME FAMILY AND DOPULK DWELLTNGS - Date plans received by jurisdiction: MON.zz Date plans received by Esgil Corporation: \zG,1'( Date initial plan check completed: MON By: YA ________________ Applicant contact person: Telephone: 4-Z 244 Plan chek is limited tj 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. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 A. PI..MIS 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. 2 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. 3' 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, specifications and calculations shall be signed by a California state licensed engineer or architect. (California Business and Professions Code). 5 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). / Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). B. FIRE PiwrIoN / 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)). 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. 4-hour Projections, including eaves, shall be fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. A Provide a statement on the Title Sheet of 13 Show location of permanently wired smoke e plans that this project shall comply with detector, centrally located in corridor leading Title 24 and 1982 UBC, UNC, and UPC and 1984 to sleeping rooms or above stair if sleeping - NEC. . . rooms are on upper level. Section 1210. 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). 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. \2-- CiX • • -m- 2 3/25/86 C. R(U1 SIZES, LI, VENTILATION AND (.AZING X. Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Section 1207 (b). 31. 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 17 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)). 18 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 1,205 (a). 20 Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet comparthents, aundry 'rooms and similar rooms if required openab e windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, shall be less than 7 10" in any dimension. Section 1207 (c). ,4. Show that ceiling height for habitable rooms is .a minimum of 71 611. Section 1207 (a). ,$ Dimension on the plans, the 30" clear width .for 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. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded on faceted glass. Section 5406 (d) 7. 27. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or ,shower floor). Section 5406 (d) 5. 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. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section'1716. X. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 110". 'Section 1207 -(a). ,o')Y\Yi O cJ3 '(1t:OL)j Ar r r -i.z rug "'r cm-z ore YflHE '-(' D€?-r-.-1 c' \- 4OiiJ_ OQ. I 3 3/25/86 • D. EXITS, STAIRWAYS. AND RAflJNGS Floors above the second story shall have /not less than 2 exits. Section 3303 (a). Required exit doorways shall be not less ,khan 36" in width and not less than 61811 in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). 33 Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings, shall be - less than 6". Section 1711. 'co c4Ne1L—, 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.' 35. Provide stairway and landing details. Section 3306 (b) & '(c). Maximum rise 8" and minimum run is 9". Minimum headroom is 616". C. Minimum width is 30". 37 Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g). A door may open over a stairway landing provided 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 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. All handrails per Section 3306 (j), shall Ø'. Provide spiral stairway details, per , /satisfy the following: , Section 3306 (f): Provide handrail for stairways with 4 or more risers. Handrail shall be 30" to 34" above the 'nosing of treads. 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 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. yl'. Spiral stairways may not be used for required exits when' the area served is greater than 400 sq. ft. 'Section 3306 (f). )a 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 'for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Section 306 (a) 4B and Section 306 (f). 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). 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 constructi n. Section 3306 K. ROOF= Specify roof slope. Ø'. 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., 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 (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. i Specify minimum 1/4 inch per foot roof for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. 5 Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. Plastic skylight must be separated from each other by at least 4 feet. Section 5207 (a) 6. - 58 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 /note .Provide fireplace construction details or 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 ,ppr1ovided 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) 8. Ø'. 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. ,Ø'. 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). 5/ Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. G. GARNZ AND CARS 66. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5. B. Section 503 (d). 67 All elements supporting floor above garage, including walls supporting floor joists, to have one-hour fire-resistive protection on the garage side. Section 503 (a). Show 1 3/8" solid core self-closing door /foor openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. Openings between carport and residence require self-closing doors and stationary windows. Section 1214. 7 Show garage framing section, size of header over garage opening, lateral cross bracing at plate line, method of bracing garage front, and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio of height to width is 3 1/2 to 1. Table 25-I. X. 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). Provide an 18" raised platform for any FAU, water heater, or other device in the garage, which may generate a flame or spark, UMC Section 508, UPC Section 1310 (a). H. FOUNDATION xJix1 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). -. 75 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. 6 Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. L.. -r 9 0"r- \ & ) /•\ CL 0 Co 0 L. p . D S! 6a r' rV ' M .) VM IPA \3'cL- - 24TO 2e 4. 4 Q' -°? VQo? "-1 . . . 6 3/25/86 . 0 3/ 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". j4'. Show height of all foundation walls. "Chapter 23. 9. Show height of retained earth on all 'foundation walls. Chapter 23. /If cut or fill slopes exist,' show distance oof-foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimum above finish grade. Section 2516 (c) 7. 8 Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). ou.3 L' Dimension foundation per U.B.C. Table 29A: Floors Supported* 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. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 5 Show foundation bolt size and spacing. Section' 2907 (e). 86. Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). 8 . If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). 8 . ' If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 2. 9< 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). Show pier size, spacing and depth into 'undisturbed soil. Table 29-A. Show minimum 'underfloor access of 18" x 24". Section 2516 (c). Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close ,to corners as practicable and shall provide cross ventilation, on at least two approximately opposite sides. Section 2516 (c). Show adequate footings under all bearing ,)Vwalls and shear walls. Section 2907 (b). ISO 7 3/25/86 Specify that posts embedded in concrete' shall be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). I. FRAMI* stud Show wall bracing. Every exterior wood wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. /9.' , Note cross bridging or blocking. Floor ts 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 floor joists, and for rafters at exterior walls. 'Section 2517 (d) 3. 99. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 4'. 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. 3P1( 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) ii. Show rafter purlin braces to be not, less than 45 degrees. to the horizontal. Section 2517 (h) 5. 404 Show 1/2" minimum clearance between top late 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. X 'Show nailing will be in compliance with 7Table 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, fireplaces 'and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing. Maximum Tallowable 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. 1 . Studs supporting two floors, a roof and eiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. s&_ - 12.0 8, 3/25/86 P. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). 11 . Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). 11 . Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 11 Specify nail size and spacing for all D s ear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios.. (Tables 25 I, J, K)' and Section 4713 (d). 3Xt. 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 'alculations for this project. A Provide roof framing plan and floor g plan. Section 302 (a) 7. Provide framing sections through Section 320 (a) 7. 118. Specify all header sizes .f or opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and 10 horizontal framing members and post footings. Section 302 (a) 7. 20 Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302'(9) 7. 9 3/25/86 2 Show on the plans all structural requirements developed in the structural calculations. 122. 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. 23 , 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. 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). l,21 Wood stud bearing walls, with studs at 24" "o.c., require 3 ea. 2 x 4 or 2 en. 2 x 6 or 2 ea. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o.c and do not bear within 5" of the Supporting stud. Section 2517 (g) 2. Pidentif Specify plywood grade and panel ication index. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 .(h). If foundation cripple wall studs are less /Ehan 14" framing shall be solid blocking. Section 2517 (g) 4. . id. Cripple wall studs exceeding 4 feet in 4'eight shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517(g) 4. 13 . Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. )4' Show a weep screed at the foundation plate line on all exterior and stud walls to be. stuccoed. Section 4706 (e). 3A. Show corridor width to be minimum 36". Section 3305 (b). Specify truss layout for 30" x 30" attic access. 34<. Ridges, hips, and valleys shall be at "least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap /6. es across the beams at the ridge support. Section 2501 (b). J. $EBANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 1 . Show the size, location and type of all 4eating and cooling appliances or systems. eer . Show source of combustion air to furnace, Chapter 6, UMC. 1 . Every dwelling unit shall be provided with ,,41eating 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. 6'. Show minimum 30" deep unobstructed working -lpace in front of furnace. Section 505, UMC. )4"l. Note on plans, clearances to be per manufacturer's listing. Section 504, UMC. ta Furnace shall not be installed under any irway. Section 704, UMC. Furnace shall not be installed in any edroom, 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. Shaw I.C.B.0. approval number for prefab fireplace. 5. Show access' to the attic or underfloor 'furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. Note that passageway to the attic furnace %'hall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708, UMC. iiting Show permanent electrical outlet and fixture controlled by a switch for the attic furnace'. Section 708, UMC.. 10/ . Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Note on plan: Gas vents and lioncombustible piping passing through 'three floors or less shall be effectively draft 'stopped at each floor or ceiling. 'UBC, Section 1706 (a) 6. (iIt) 4J ryL. P,-T- __ • \JJ r4 2.0 w ' -r CI-0 -i o -'i c' t.ocj n,, 6r y- FfOk) +14 i Lo) 10 3/25/86 MZ=CAL (NATIONAL ELICAL COOK) All wiring shall comply with the National Electrical Code. 15 Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. .. jP- Show location of all electrical ff receptacles. s Electrical receptacle locations and/or pacing is not adequate in 'Tt 1 L. 1 Ose j -- .oz. ri' . Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrooms, /outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC, Art. 210-8. 1 . Note electrical system ground to be ,6rovided per NEC, Art. 250-81. PLU1BIM (MUFMM PLIJNEIM OR) )41 Show water heater size, type and location on plans. UPC, Section 1310. Show source for providing combustion air to fuel burning water heater. If wall opening in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. 11 3/25/86 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening. into bath or bedroom. UPC, Section 1309. e Provide adequate barrier to protect water. eat4ieater from vehicle damage. UPC, Section 1310. )htS Show T and P Valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). Provide dryer vent to outside. UMC, Section 1903. Note on the plan that hose bibbs and lawn /sprinkler systems shall have approved backf low prevention devices. UPC, Section 1003. ).8 ' Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,024 sq. in. UPC, 909 (d). INflSE INSULATION (INJPL) Show details of duplex common (party) walls 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. 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. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. State regulations (California Admin. Code) require that the design satisy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. Zo' 167 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. 16 The plan sheet showing the required elements of the selected energy package, and listing the design elements showing compliance with that selected package, must be signed by either the owner or a licensed professional i.e., architect, engineer or contractor. A design professional must note his/her state license number. Section 1403 of Title 20. i,Ø'. Show on the plans the "R" value for the walls, floors, ceiling and related areas. 1,7. Show double glazing as per Energy Design, La Glazing Schedule. 1,741 Show on the plan how shading requirements re satisfied. 172. The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: 4OuJ OL T- - 14-- iZ.c' r1s 12 3/25/86 Z Specify on the building plans all of the ory energy conservation requirements as listed on the enclosure titled, "Mandatory Enerev Conservation Reauirements". Show the size, type, make, model and 2catioa of the space heating (or cooling) system and provide heat loss calculations if the output BTU/Ur. exceeds 45,000. 0. CARLSBAD S.F.D. & 1)UPLKX SUPPLEMOU /17 Energy conservation design should be for 7 . See attached energy packages. l)(. Floor drains must have auto-prime '(city policy). 177. Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed '(011r 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). 79) 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). 8 . 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). Incorporate the waterproofing details, on /the attached Policy 80-8, where interior living space occurs below grAde at the masonry wall(s). 4 18 Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet \\V33 All new residential buildings, including tdditions, require a soils report. Please submit two copies. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if-,shown on the plans. (city policy). ()9 ~ 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:' ' 13 3/25/86 Date:____ Prepared byt CITY OF CARLSBAD Bldg. Dept. VALUATION AND PLAN CHECK FEE o Esgil PLAN CHECK NO. 1J'7- .Z BUILDING ADDRESS - C. APPLICANT/CONTACT 41iZ RU AME PHONE NO. '.,L Z 44 BUILDING OCCUPANCY DESIGNER PHONE_____________ TYPE OF CONSTRUCTION '\J —TJ CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE ID ______ • _:q - --- ;__c ,Oo - Air Condjtioninz Commercial Residential Res. or Comm. Fire Sprinklers Total Value oo )27g Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1.065) Building Permit Fee $ • 5 S Plan Check Fee $ '4 ö COMMCNTS: 8/4/82 PrPLAN CHECK NUMBERS%'7'37 ADDREESS 7% 7 7 /1Z.c _6L_- . DATE 3 2 PLANNING SCHOOL FEES: SAN DIEGUITO i_.tA'%V . ENCINITAS I.A' CARLSBA SAN MARCOS SETBACKS: FRONT 1 SIDE REAR DISCRETIONARY ACTIONS :\) REDEVELOPMENT PERMIT REQUIRED:\ LANDSCAPE PLAN COMMENTS:\ Lu ENVIRONMENTAL REQUIRED: a ADDITIONAL OK TO ISSUE DA .p..p.p.p.P.S.%j... ENGINEERING LEGAL DESCRIPTION VERIFIED?..... . APN CHECKED? _ips PARK-IN-LIEU QUADRANT:; FEE PER UNIT: - RIGHT-OFWAY:1utj TRAFFIC IMPACT FEE PER UNIT: )1 EASEMENTS: DRIVEWAY:' /1 a'QL,J..k FIELD CHECKDATE: f - INALS: D. U. :JWD - - *AER:4ie CWO lle~ Awl- LATERAL: LC4./D . INDUSTRIAL WASTE PERMIT: NJA ADDITIONAL COMMENTS: __GRADING COMPLETION CERTIFIED: OK TO ISSUE:-1- DATE: -- DPD2:DPD6:O1/86 A L P b F. b A1CHITECT -A)' e U/I JOLLA, CA' I 0 r\ ' I BENTON ENGINEERING, INC. V . V .'sP'LlE() SOIL. MICHANICS V_ FOUNDATIONS V V . 6741 EL CAJON 60'JLE:'\RD V VV V_ •V VS V V 0 SAN DIEGO, cALIroRNIA 92115 . . V FHlLU HENKINC FENTON . I C . June 2', . SA?I D:cCo 593654 PIt)F.P4 - CIVIL CINEEII . . . LA MESA, V ...Rancho La Costa, Inc. . . : . V V . •0 :Foute 1, Box 2550 . . . . . . Encinifos, California 92024 - - Subject: Project No. 6B--i)23D. Final Report on . : . .. , 3 V . Corn cted[jled Ground . S La Costa South Unit. R1FLa Costa, California . . .. . Gentlemen : . . .. V . . This is to report the results of tests and observtioris mode in order to rcpect the éompaction of filled ground placed on certain areas of Lots 1, 3 to 7, inclusive, 14 to 25, inclusive, 34 to39, inc!uive, 43 to 1116, inclusive, 54 to 58, inclusive, 62 to 721 inclusive, 82, 83, 841, S:, 871 89, 90, 110 to 120, inclusive, 122, 123, 131, 132, 151 to 154, inclusive, 166 to 177, i 50, 181 to 184, nclusive, and Portions of La Costa Avcrvie , Navarro Drive, Viejo Cash! to Way, Nijevo Coiilla Way, Sevilla Way, Levante Street, Galica Way, and La Coru'o Place, La Costa South Unit No. 1, Rancho La Costa, California. The fills were placed durinj the periods V betwecn February 4, 1969 and May 2, 1969. V The approximate areas and depths of filled ground placed under our inspection in accordance vii1l) the approved specifications are shown on the attached Drawing Na. 1, entitled"Location of Compacted Filled Ground."The grading plan used for the p!acemnt 6f filled ground was prepared by McIntire & Quiros, Inc. dated January, 1968.. . . The cpprcximate locations at which the tesls were ten and the 11 no test results are presented on page Nos. 4 to 19, inclusive, under the. '1Tah1e of Test iesults. The laboratory detominaT_ tions of the maximum dry densities and optimum mois hirc contents of the major fill materials, are prcentcd on page No . 20, under the Labora tory Fst RCSLI! ts Some of the maximum dry dev,i ?is shov.'n j n he "Tobic of Test Resul t wer€ co;nbi notiOnS of thec . The tests were taken duri ng the weekly periods indicated below: Test Number . \'Ieek Fndinj 1 to 80 inclusive . February 8, 1969 9 to 29, inclusive February 15, 1969 30 to 37, inclusive V February 22, 1969 V 38 to 8?, inclusive March 8, 1969 90 to 139, inclusive V March 5, 1969 V 140 to 191, inclusive March 22, 1V69 192 to 257, inclusive March 29, 1969 . Coriti,ued on pa:j tvio. *'rrot No 68-11-23D -2 / 23, 1969 iSouth*Ut No I La.. Cos'-_. 3 Test Number ( Week Endir0 258 to 352, inclusi ve April 5, 1969 . 353 to 433, inclusive . April 12, 1969.- 434 to 461, inclusive . AprIl19, 1969 S .' 2 to. 485,inclusive . .. April 26,1969 486 to 506, inclusive . May 3, -1969 . S The firal resul Is of tests and observations indicate that the compacted tilled ground has bee placed at 90 percent of lle naximm dr1 density o grca1er It h1s been decrnt nod that th fill mdterials, compacted to 90 percent of the maximum dry density, have a safe baring ~Cdue :. of at least 1510 pourth pe,r square foot for one foot wide continuous Footings founded, at d minimum depth and placed flve Feel- or more inside the top of compacted filled ground slopes. If footinjs are placed. closer to the exposed slopes than 5 feet insi de the top of compacted filled ground slopes, these should be deepened on foot below a 1 1/2 horizontc,l to .1 vertical line projected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes. Tests indicate that the compacted. fiiled ground. is adea,uate to satifoctorily support the proposed one and two story wood frame dwelIii-s without-detrimental settIemerii. In our report of the original investigation conducted at this subdivision, (Project No. 68-2-2C dated March 8, 1968), we stated that some silty clay and sandy I'a soils had been. found on the site' that wrr&exparsivc, and we recommended t'hat.eaeh lot be inspected during or after gradv-j ND dterr irie those lots in w'i;ch such expensive soils exist w;thr-i the upper 3.0 foot This hc's Le n don2, cad the iollowinj lots have Len fourJ to contain potc hJll) epc; sive soi Is within the upper 3.0 feet.' Lot, Nos 1 to 81, incIusi'e Lot Nos. 97 t/ 09'; aCIUS i ye Lot No ':)'184, It i4e6ommended that the folIowir 'special design precautions be token for the houses to ho V contructe on the above-listed lots: VIV 1... \ Isolated interior piers shoul.d not be used.' ContinUous footings should be used \ ibiotj'iout, and thcse should h placed at a mini rum dept' of two lect below / the lowest adjacent exterior final ground surface V V V V Reinforce and interconnect cont inuously with steel bars cII .iriterior..outd exterior V ,loot i n'j with t 'o 1'4 hjrc at '3 ; noliec above the bottom of c'll footing s o,;J I 'o . J4 bars placed 1 1/2 inches below the top' of th stm of the Footings; / Use raised wood floors that span hetveen continuous footnjs, or reinforce all / conc;rete slabs wi V...V.IQ/V1.PWoverl wrc; fabric, and provide ami nimum of V / 4 inches of clean sand beneath all concrete slob:;. Provide a moisture barrier / 2 Inches below slobs under I iving areas. La Costa South Unit No 1 I:. I S - 7, 4 Separate jarrjo slabs from pirneter footirs by /. i nch .'1'kic!<ncss of / on.truction felt or equivalent, to allow independent movement of gcrcge 7 jslabs relative to perimeter footirgs. 5. / Provide positive drainage away from all perimeter footings to horizotal distance of at least 6 feet outside the house wults In addition to the filled ground-placed and inspec tedwi thin L Costa South Unit No. 1, th was on area of fill approximately 130 feet east of the east orJ of Navarra Drive. This area shown on DrawingNo. 'I, and tho tests taken within the area br e T e s t N o ; . 2 5 7 , 2 5 8 , 2 6 4 o r 270. I a. '.5 Respctrully submitted, •• S - BEN TON ENGINEERING, INC M. V. Pothier, Civil Engineer S S Dist: (4) Addressee (2) Mclntire & Quiros, Inc. Attention: Mr • Gary Cumbey Rick Enginscrrj San Diego County Building Inspection Vista, California - mailed 1-9---70 ENCINITAS UNION SCHOOL DISTRICT 189 Union Street Encinitas, CA 92024 Telephone: (619)753-1152 Dedication of Land or Fees for School Districts (Title 8, Division 2, County Code) TO: 'The City of Carlsbad Plan Check No. 1200 Elm Avenue Carlsbad, CA 92008 Effective________________________ Date Paid Plan Check Fee PROPERTY OWNER'S NAME Richard Runnells ADDRESS _'. ¶ ' 3103 La Costa Ave, CarisbacirELEPilONE 942-9244 PROJECT NAME (if applicable) PROJECT' LOCATION2626 Mallorca P1, Carlsbad 92008 ASSESSOR'S PARCEL NO. 216 180 17 TOTAL NUMBER OF DWELLING UNITS '1 Applicant Signatdrd Title Date School District Certification No. bedrooms/like rooms .3 I certify that the requirenents of Title 8, Division 2 of the County Code for school facilities dedication of land or fees have been satisfied for the above described orolect. Donald E. Lindstrom June 2: 1986 Date NOTE TO ) A review of one set of plans is APP1L1C1½NT) required by the school district. Distribution: FORM . 01-021 white- Applicant T.Iow: District PA: Applicant 1 ' 7 DEVELOPMENTAL SERVICES BUILDING DEPARTMENT 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008.1989 (619) 438-5525 ,1 DEDICATIONS OF' LAND AND FEES FOR SCHOOL DISTRICTS - CHAPTER 21.55 CARLSBAD MUNICIPAL CODE RETURN TO: BUILDING DEPARTMENT City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 FROM: School District SAN DIEGUITO UNION HIGH SCHOOL DISTRICT - Name of District 753-6491 Plan Check NO -/3 7 Effective Date Date Plan Check Fee P Property Owner s Name Project Address ,2 .2 Ce Project Site Legal Description Lof to la. CL oo/( 1J.,,fr / Project Site Assessor's Parcel No. 2/t- /0'0/7 Project Description - Incl. no. of dwelling units Department Official Signature Title Date V SCHOOL DISTRICT CERTIFICATION I oertifY that the requirements of Chapter 21.55, of the Carlsbad .tZ1idpa1 Code for school facilities cdi of land and fees have been satisfied for the described project. Authorized '9C, 5-28-86 District Official w4rinator ature tie Date Note to Applicant: A review of one set Pl&S may be required by the school district. H LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE .14 Owner's Name -John LaPointe Phone No. Mailing Address P1 PERMIT ISSUED UPON Service Address: RECEIPT OF BUILDING PERMIT. Tract Description: __________ BUILDING PERMIT MUST BE Assessor's Parcel No. _igpi7 APPLIED Fop BY___________ Type of Building s.f. No. Units i Connection ree Lateral Size: 4" 6" 8" - Saddle - Easement Connection (pre-pd 200.00) Extra Footage: @ $ - Extra Depth: @ $ ______ Lateral Fee Amount Rec'd $flp.Lo 1 S _________ Ck. No/Cash Service Fee Date Prorated Sewer Total Rec'd By The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. z-o.. I( 1. 1: /-3-7f 6' Owner's Signature Date Account No 9 ociai Security Number ..)-) C/(/ Date:. £' 3 -d ATTENTION PROPERTY OWNER: An 'owner-builder" building permit has been applied for In your name and bearing your signature. Please complete and return this Information in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issueduntil this verification Is received. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) I (have/have not) signed the application for a building permit. I have contracted with the following person (firm) to provide the proposed construction. Name AlA Phone Address Contractors License No. City I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work. Name Phone Address Contractors License No. City 5W11l provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work EACH SUBCONTRACTOR WILL BE INSTRUCTED TO OBTAIN A CITY OF CARLSBAD BUSINESS LICENSE AND FURNISH A CERTIFICATE OF WORKMAN'S COMPENSATION TO THE CITY OF CARLSBAD. Initials DEVELOPMENTAL SERVICES BUILDING DEPARTMENT 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008-1989 (619) 438-5525 Qtitp of (CariSbab Dear Property Owner: An application for a building permit has been submitted in-your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner-builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by the property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the City of Carlsbad. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and pro- tection. If you employ or otherwise engage any persons other -than your immediate family, and the work (including material and other costs) is $200 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment contributions. There may be financial risks for you if you do not carry out these obliiattons and these rfsks are especially serious witn respect to w0rKer5 compensation insurance. For specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own emoloyees, without a licensed contractor or subcontractor, only under limited conditions. S. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner-builder" building permit, 'erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Informa- tion about' licensed contractors may be obtained by contacting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA 95814. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER-BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTIL THE VERIFICATION IS RETURNED. Very truly yours, Building Department City of Carlsbad