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Home My WebLink About2645 HIGHLAND DR; ; CB881299; PermitAPPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. - r fl I hereby affirm that I am licensed under Ui..- provisions of-Chapter-9 (commencing with - I - ,S.ction 1000) of Division 3 of the Business t- and Professions Code, and-my license is in- L Cf1jH force and effect. U - ...... -- t hereby affirm that I am exempt from the Contrac tots. License law for the following reason (Sec. 7031.5 Business anti Professions Code: Any city or county which re-quires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the ap- plicant for such permit to tile a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law iChapter 9 commencing with Section 7000 01 Division 301 the Business and Professions Code) or that is ex- empt there? rent and the basis for the alleged exemption. Any 5, , violation of Section 7031.5 by an applicant for a permit sub' 'ects the applicant to a civil penalty of not more than live hun- dred dollars 155001. I I. as owner of the property, or my employees with wages as their sole compensation, will do the work, and the strvc' . lute is not intended or offered for sale (Sec: 7040, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves S j thereon and who does such work himself or through his own - 'employees, provided that such improvements are not inteod- Ui ed or offered tar sate, .11. however, the building or improve Z ment is sold within one year of 'completion, the Owner-builder - will have the burden of proving that he did not build or im- prove for, the purpose of sale). I I 'is owner of the property, am exclusivity contracting - with licensed contractors to construct the project (Sec. 7044. -Business and Professions Code: The Contractor's License - . Law does 001 apply to an Owner of property who builds or im- proves thereon, and who contracts for each projects with a - cootractorisi license pursuant to the Contractor's License ,Law). "1 As homeoner lam improving my home. and thtlOw' - iog conditions exist:. - ------- 1. The work is being performed prior to sate. - 2. ,1 have lived in my home 'tar_ twetne months - prior to completion of this work. 3. I have not claimed this exemption during the last three years. I am exempt under Sec.-"_- . B & P.C. for this reason ' •,,.r, ., . - • . D. I hereby .[firm that I have ucertilicute or consent t selb.ir'sure, or a certiticate of workers' Compensation In. . ., surance. or a' Certified .copy thereof (Sec. 3800. Labor Code) - POLICY NO. Copy is tiled with the city In " Certified copy is hereby turnished UJ,_, -. 12A0 CERTIFICATE OF EXEMPTION FROM U •_?( '0 WORKERS' COMPENSATION INSURANCE (I) (This section need not be completed it the permit - j i5 Or one hundred dollars Isrool or less) w__ •'- . 0 t certiry that in the performance 01 the work for which. CC this permit is issued. I shall not employ any person in any 0 , manner so as to become subject to the Workers' Compen' '-sahion Laws or CaIitorniu. NOTICE TO APPLICANT: it, utter making this Certificate or Exemption, you should become subject to the Workers'( Compensation pnovisions'ot the Labor Code, you must forthwith comply with such provisions or this permit shall - be deemed revoked. " /'. ' '0• 'i,,. Oqt hereby affirm that tiere is a construition tending cc I; n taency(vr the performance of the work for which this per. - ol mit is issued Sec. 3097. Civil Code) 'Il ZI isa IV-.. Lender's Name -ii L Lender's Address USE BALL POINT'P(N ONLY &PRESSHARD ' -. CARLSBAD BUILDING DEPARTMENT . APPLICATION & PERMIT 2075 Las Palmas Dr. Carlsbad,- CA 92009-1915 (619)438-1161 J08 ADDRESS- , - . , AV. ST. RD. THOMAS BROS NO. , - I DATE OF APPLICATION BUSINESS LICENSE U VAL) T ON , PERMIT NUMBER as,1%'zd I j LOT I BLOCK I S°dBOIVISION I CONTRACTOR CONTRACTORS PHONE WM ~ 7 ZONE '" - - - - OWNER'S NAME I OWNE A'S PHONE ' BUILDING SO. FOOTAGE CONTRACTOR'S ADDRESS STATE LICENSE NO. OWF(ER'S MAILING ADDRESS - -• DESIGNER 4, / . DESIGNER'S PHONE - DESCRIPTION OF WORK DESIGNER'S ADDRESS STATE LICENSE NO. v FLRELEV. NO OCCGP EDU 3052 11/14/88 0001 01 02 .. STORIES - I ' , - . - 'B1c5Pmt 531.0 - YO NO , CENSUS TRACT PARKING SPACE RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT - - TYPE 0CC LOAD I FIRE SPA AREA CONST - - Y 0 N 0 J - V 0 NO Y O N)J .. Not Valid Un/800 Machine Certified - - -. QTY. PLUMBING PERMIT - ISSUE OTY. MECHANICAL PERMIT- ISSUE SUMMARY/ACCOUNT NUMBER. EACH FIXTURE TRAP; INSTALL FURN. DUCTS UP TO 100,000 BTU , BUILDING PERMIT , 001-810-00-00-8220 / EACH BUILDING SEWER' - - . - OVER 100,000 BTU - SIGN PERMIT -001'810-00-00-8221 EACH WATER HEATER AND/OR VENT. ' - BOILER/COMPRESSOR UP TO 3 HP ' - ,' PLAN CHECK 001-810-00-00-8891 - EACH GAS SYSTEM 1 104 OUTLETS , - BOILER/COMPRESSOR 3.15 HP . , TOTAL PLUMBING 001-810-00-00-8222 EACH GAS SYSTEMS OR MORE - METAL FIREPLACE - . . ELECTRICAL 001-810-00-00-8223 EACH INSTAL., ALTER, REPAIR WATER PIPE - . - / VENT FAN SINGLE DUCT r - , MECHANICAL - - 001-810-00-00-8224 EACH VACUUM BREAKER . - ' . MECH EXHAUST HOOD/DUCTS , MOBILEHOME 001-810-00-00-8225 WATER SOFTNERn ' RELOCATION OF EA FURNACE/HEATER - - SOLAR 001-810-00-00-8226 EACH ROOF DRAIN (INSIDE) . . , / DRYER VENT , , - . - . - STRONG MOTION. . 880-519-92-33 - TOTAL MECHANICAL " I . . - — I - - - FIRE SPRINKLERS 001-810-00-00-8227 .1 'T-0'1AL'PLUMBI.NJ. . .. I PUBLIC FACILITIES FEE 320-81000-00-8740 I - BRIDGE FEE 360-810-00-00-8740 OTY: EL'ECTRICALPERMIT :ISSUE O±Y. MOBILE HOME SETUP" - - PARK-IN-LIEU (AREA NEW CONST LA AMP'SWTBKR 7 O - , ' CAR PORT . . - TIE ' 312-810-00-00-8835 . . 1 PH . 3 PH s ' - , - AWNING ' -. , " LA COSTA TIE 311-810-00-00-8835 EXiSI'BLOGEA AMPISWT,BKR "' - GARAGE - FMF 1PH 3 PH - — ' ' . - -' -" ''- - . . , LICENSE TAX - ' 001-810-00-00-8162 - -- -'- - - REMODEL'ALTER PER CIRCUIT - . ' ' ' - . MFF 880-519-92-57 TEMP,POLE 200 AM?S". OVER 200 AMPS ,. \ r 1 , - , - . ' . - - . - - ... -, _-. - ,• - -' TEMP OCCUPANCY (30 DAYSI - . . , CREDIT DEPOSIT . - "'TOTAL ELECTRICAL" I - 1 %, - TOTAL FEES PAYABLE 1.- ,,° ,31 I HAVE CAREFULLY EXAMINEDiTHE COMPLETED "APPLICATION AND PERMIT- AND DO HEREBY Expiration. Every permit issued bytheBuilding Official under the prov'~,ons of this AN OSHA F;EFtM:T IS REQUIRED FOR FXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL,INFORMATION HEREON INCLUDING THE t Code shalt expire by limitation and become null and void. It the building or wOrk 50' DEEP AND DEMOLITION OR CONSTRUCTN OF I authorized by such permit is not commenced within 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permit, 'on if the building or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON abandoned at any time after the work is commenced for a period 01180days. - STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPLICA S SIGNATURE ' * OWNER C3 KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY INANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE CONTRACTOBur APPROVED BY - DATE BY - GRANTING OF THIS PERMIT. PHONE TYPE PATE INSPECTOR BUILDING FOUNDATION S REINFORCED STEEL ' MASONRY - GUNITE OR GROUT .• ______ _______ SUB FRAME EJ FLOOR 0 CEILING SHEATHING U ROOF 0 SHEAR CA _________ FRAME i.1.z, EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL T PLUMBING LI SEWER AND BL/CO U PL/CO / , UNDERGROUND U WASTE D.WATER 1%'•' ________ TOP OUT DWASTE U WATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WATER: ELECTRICAL o ELECTRIC UNDERGROUND LJjUFFER ROUGH ELECTRIC U ELECTRIC SERVICE 0 TEMPORARY 0 BONDING 0 POOL MECHANICAL 0 DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS , .______Ilk VENTILATING SYSTEMS CALL FOR FINAL INSPECTIONWHEN.4LL'APPROPRIATE' -± / TFM.q ARflVP 14A VF RFEN APPROVED FINAL PLUMBING ELECTRICAL .. MECHANICAL • .i- /.•.• .- -Ok - - GAS. -- -• -j '. ' BUILDING SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS . INSPECTORS NOTES • •. INSPECTION- REQ. IF INSPECTOR ;S -DATE- . - • : - APPROVAL CHECKED . _. SOILS COMPLIANCE . . . . - V - -- -•-- - • - - . - - PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE - - OVER 2000 PSI . . . PRESTRESSED' -• . . . - ,• . .. . CONCRETE POST TENSIONED . '. ' . CONCRETE _______ - - -5., -.b • •. • .. . - FIELD WELDING , , . . . •. HIGH STRENGTH BOLTS - _ - . . .- 5.. V. SPECIAL MASONRY . -.. . . V '• PILES CAISSON'S -F • . . - - . . - • • . . 5_•5 23 IT\c\88 0001 UI V') - - - . - •- -- - . - j 7\;,': 5•• -5-' -..-.-5r-'--,-.-- _______• -5-- • ••• . _•• -5 5_••.•••,••'V• '• \ \ S S .5 ''-'-•'\___, - . "-S . S V - •• . / * - , o DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE - CARLSBAD, CA 92009-4859; (619) 438-1161 : MISCELLANEOUS FEEREcEIPT Applicant Please Print And Fill In Shaded Area Only JOB ADDRESS Z('M, /q'4-'. Z (/ W02: 01 U..? 189-00O . Ki ,Sc.. PLAN -ID - / ASSESSOR'S PARCEL NO. OWNER OWNER'S MAILING 2 ADDRESS . - VALIDATION AREA , CITY ZIP I TEL. 72?- /•1•j CONTRACTOR ESTMATED VALUATION ____oe __________ . 4,. CONTRACTOR'S., MAILING ADDRESS f7? PLAN CHECK FEE 001 810.00008821 IF THE APPLICANT TAKES NO ACTION - CITY ZIP ,'c7 ' TEL,Z 5'-C'7 WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. - STATE BUSINESS UCENSENO ..i',' LICENSE NO 4 SUBDIVISION LOT(S) LEGAL DESCRIPTION CHECK IF SUBMITTED U 2ENERGYCALCS 4- U '21987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK '7' ,-e, U 2 STRUCTURAL CALCS 2 SOILS REPORTS / U 2 SELF ADDRESSED ENVELOPES DATE GIVEN! - DATE SENT TO APPLICANT - . •-- ,, CONTACT PERSON .- -.- '. LA COSTA LETTER* -,-' SCHOOL FEE FORMADDRESS, - CITY 1 4- ZIP TEL. P &E CORRECTIONS LIST . CERTIFICATE OF OCCUPANCY APPLICANT'S SIGNATURE - -. - DATE - -White File ,*' I Yellow- Applicant Pink Finance :' Gold - Assessor ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: flJôum 4', i9i7 EAPPLICANT (nJL15RISDICTION JURISDICTION: IT9 P A ER EFILE COPY PLAN CHECK NO: I? SET: UPS - flDESIGNER PROJECT ADDRESS: _ç'ç 1I(iNUJD DQ PROJECT NAME 597 ,27) S, F10 ,r. • - The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's ; • buildingcodes. - -• ' I , •, The plans 'transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified fMci#o are resolved and : •checked by building department staff. / ,Y 'The.pIanstr'ansinitted 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- for your information. The, plans are being held at Esgil' Corp. until corrected ..;,plans are-submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The applicant's copy of the check list has been sent to: - - 375 sr • -•• • - • - aft Esgil staff did not advise the applicant contact person that - plah check has been completed. : Esgil staff did advise applicant that the plan check has been completed. •Person contacted:_____________________ - Date contacted: Telephone REMARKS: •-c•..._ •• -• - By : L1 Enclosures: ESGIL CORPORATION - i J :1 .1 fr 49 *1 - I- ' ESGIL CORPORATION - ' 9320 CHESAPEAKE DR.. SUITE 208 - SAN DIEGO. CA92123 - * , ' ,•', • :, : .' - (619) 560-1468 DATE: ' 1O&R.. (o,'9c?P DAPPLICANT - 0SOICTION JURISDICTION: CITY OF CARLSBAD 9 HECKER :- []FILE COPY PLAN CHECK NO: -/Q9 SET: r OUPS - fl DESIGNER PROJECT ADDRESS: 06N4J • -PROJECT NAME: OaMwo D'YE 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 resubmittd for a complete recheck. The check list transmitted herewith is the jurisdiction's "copy fdr your information. The plans are being held at -• ,Esgil.Corp. until corrected.plans ,are submitted-for recheck. The, applicant 's"copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. "• The applicant's copy of the check list has been sent to: -.: • ,Q ~VFJio 32á OL) £ôE 57 ,Esgil staff did' not 'advise the applicant contact person that '- plan check has been completed. Esgil staff did advise applicant that the plan check has been completed.' ompleted Person contacted Date 'contacted: - Telephone-#-.'--:-.'---'-' ", :-REMARKS: FIN z: JURISDICTION: CITY OF CA.SMD - R. .~evTh&o _ •3,, S r PrtLAftI. 90 ThOR:____ S. 5 : PLAN (XoI( cr CITY OF CAffl..SBAD S1.E FA4ILY AND DUMM WLTht Date plans receivedby jurisdiction: Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) -- 1987NEC. (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 clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Tospeedup the recheck process, note on this list (or a copy) _where each correction item has been addressed. i.e.,plansheet,specification.etc.Be sure to enclose the marked um list when you submit - the revised plans. Date plans received by Esgil Corporation: -A 942 Date initial plan check completed: O6• By: E/LEEA) 1)P(.X2. Applicant contact person: 3 Telephone: 9V9 PMX MHUM ARE UI III su*E AS P RAMIG RD IMM XMING OMM=CMS W List No.63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) V. '7? Please make all corrections on the original ..J 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. 202:).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.. Au sheets of plans must be signed by the person •' responsible for their preparation. California Business and Professions Code). VI Plans, pecifications and calculations shall be signed by the California state licensed -. engineer or architect responsible for their preparation, for plans deviating from - conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). 6.' Specify on the Title Sheet of the plans the / gross floor area of each element of this 7. project including dwelling, garage, carport, pati9, deck and balcony. Section 302(c). Povide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 USC, UMC and UPC and 1987 NEC. Submit fully -dimensioned plot plan drawn to scale showing location, size, and use of all : existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show , drainage patterns with minimum slopes. Section 302(c). Indicate distance from property lines to proposed building. Section 302(c). 6. Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Clearly show if the lower level is a basement or -a story, based - on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. FIRE PROTECTION iA. 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 -Section 504 (a) and (b). 1/. Plastic skylights shall not be installed f within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. l. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. 1/. A smoke detector shall be. installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. When the valuation of a room addition exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. '.• ..--' - - I"SIZE VflIION AND GIAZING i4. 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). 76. Window area must be at least 1/10 of the floor ( area and a minimum of 10 square feet per Section 1205(a). Appears to be deficient in Openable window area in habitable rooms must be 1/20 of the floor • area and. a minimum of 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)). - hf ma). 3P9LS'ôL FAW)VC U1P,ffAi At least 1/2 of the common wall must be open (' and have an opening not less than 25 sq. ft. - nor one tenth of the floor area of the interior room if light and ventilation is being supplied .Zfrom an adjacent room. Section 1205 (a). 2. 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). 24. Provide mechanical ventilation capable of 'providing five air changes per hour in bathi!ooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided.' Section 1205 (a). 24. 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 716". Section 1207 (a). Show ' ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'O". Section 1207 (a). 4. Dimension on the plans the 30" clear width for water closet compartments and 21i" clearance in ,.,f,, 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 or faceted glass. Section 51+06 (d) 6. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 51+06 (d) 5. /2. 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. 3f. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. MEETS, SIAAYS, AND RAILINGS 3. Floors above the second story shall have not ( less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section 3303 (a). •. 31. Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). 3/. Provide 36" high protective railing for' I porches, balconies, and open sides of stair landings. Openings between railing shall be less than 611 . Section 1711. 38. 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. • . - .,- V:; .' Provide stairway and landing details. Section 4/. Spiral stairways may not be used for required 3306 (b) & (c). exits when the area served is greater than 400 sq. ft. Section 3306 (f). a. Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 £,t. Provide I.C.B.0.' Research Report and number occupants, or serves an unoccupied roof, for metal stairway, or submit plans and rise may be 8" maximum and run 9" minimum. calculations and approved fabricator registered with the building department or b. Minimum headroom is 6'6". note that the stairway fabrication plans shall . be submitted to and approved by the building C.I. Minimum width is 36". - official prior to installation. L4. All handrails per Section 3306 (j), shall satisfy the following:. AT4. In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within a.'. Provide handrail for stairways with 4 or 10 feet horizontally of an exterior stairway. more risers. - . An exit balcony with 2 separated stairways is exempt. Section 3306 (1). : b. ' Handrail shall be 3011 ' to 34" above the nosing of treads.'. --' A. Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior' c.' The handgrip portion of handrail shall be stair shall be protected by self-closing fire ,not less.. than 1 1/4" nor more than 2" in assemblies having a three-fourths-hour fire -' ' cross-sectional dimension. ' . protection rating when the stair serves a . Every stairway landing shall have a dimension, floor, level having openings in two or more floors below it. An exit balcony with two measured in the direction of travel, at least separated stairways is exempt. -' equal to the stairway width. Such dimension Section 3306 (1). need not exceed 36 inches. Section 3306 (g), j --- -----' ---' '-'-. 3304 (i). 4. Exterior stairways shall not project into the 3 foot setback from the property lines. 4g.- A door may open, inward at the top step of a Section 3306 (n). stairway provided the top step is not more than , 1/2" lower than the floor level. Section O. The walls and soffits of the enclosed usable V V 3304 (h). • V I space under interior stairs shall be protected / - . , V LP3. Provide details of winding stairway complying on the enclosed side as required for one-hour fire-resistive construction. Section 3306 with Section 3306 (d): V • a.--; Minimum tread is 6 inches V at any point and . Within units, show that corridors have a - minimum 9 inches at a point 12 inches from V ' minimum width of 36 inches. Section 3305 (b). V where the treads are narrowest. V V OFThG V Maximum rise is 8 inches. V V Specify roof slope. Minimum width is 36 inches. Roof slope is not adequate for roof type LfL Provide spiral stairway' details, per Section specified. Table 32-B; Section 3203 (h). 3306 (f): r V a. Minimum run is 7 1/2 inches measured at a V V V , point 12- inches from where the treads are V the narrowest. 'Specify roof material and application. b.. V, Maximum rise is 9 1/2 inches. Chapter 32. c.• Minimum headroom is 6 feet 6 inches . Specify I.C.B.O. or U.L. approval number for V V V roof materials not covered in U.B.C., e.g., d.,. The tread must provide a clear walking tile, etc. Section 107. area measuring at least 26 inches from the . V outer edge of the supporting column to the V -' inner edge of the handrail. V ' 'S'V - • V V - -. - , _ . ' " • V, V . V - ' 12/16/87 V V •• •, V V 4 V • V . V 5, -•• V. • •._ •-- •• - V. 6: 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. 8. 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. Shw roof drains and overflows. Section 3207. • ojS. '. Provide skylight details to show compliance . "with Sections 3401'and 5207 or provide I.C.B.O. approval number,. S Plastic skylights must. be separated from each other by at least 4 feet. Section 5297 (a) 6. 62.) 'Show attic ventilation. .Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet 'above eave vents or cornice vents • -—required area and area provided. -Section 3205 (c). KASOM 6,t.Povide fireplace construction details or note construction to - be per attached fireplace '.standard drawing. Chapter 37. 651'. '.Show, anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in-horizontal , joints.' 6 Show height and construction details of all 'masonry walls. Chapter 24. (. Note that cleanout openings. 'shall be provided at the bottom of all cells to be grout filled .,:in,accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. 6. Show floor, and roof connections to masonry walls. Connection shall resist 200 pounds per . lineal' foot or the actual design load, 'whichever is greater.' 'Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. 4. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the /walls.': Section 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS 7. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). 71. All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) 7 I . Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). 73. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. '44. An occupancy separation is not required I between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. '5.5bow garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Mazimum shear panel ratio is 3 1/2 to 1 for height-to-width . Table 25-I. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). 7. 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). 78. Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). 7. The foundation plan does not comply with the I soils report recommendations for this project. Please review the report and modify design, notes and details as required to- show compliance: D~D. Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 8l' -Provide'.a letter from the soils engineer. 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). 82.) The soils report recommendations 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: ., JnEi Rs& tO AV hbiL I ' .1. The building pad was prepared in accordance with the soils report, 2. The'-utility -trenches have been properly backfilled and compacted, and - 3. " The foundation excavations, formings and reinforcements comply with the soils ireport and approved plan." - Show height of all foundation walls. Chapter - 23;- Show height of retained earth on all foundation walls. . Chapter 23. If cut .or'f ill slopes exist, show distance of * foundation to 'edge of cut or fill slopes and .show steepness and heights of cuts and fills. Chapter 29. Note on plans that - wood shall be 6" minimum above finish grade. Section 2907 (a). 87 Note on plans- that surface water will drain, away from building and show drainage pattern - and key elevations. On graded sites, the top of any exterior foundation shall extend above ' the Street gutter at point of discharge or the '-. 'inlet 'to a drainage device a minimum of 12" - plus 2 percent. Section 2905 (f), 2907 (d) 5. . URPf1AJA 7aDIaD ID 5(E6erDf RAV6D Dimension foundation per U.B.C. Table 29A:'U Floors -' -. ' • . FootinR Supported* .• Stemwall Width Depth Thickness 1 - .' 6" - 12" 12" 6" - 2 8" • 15" • 18" " ' 7 3 - '. 10" - 18" - 24" . 8" Foundations may support a - roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 8/ Show foundation sills to be pressure treated, - or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (f). 91. Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edge and end distances and spacing. imeialz sr Section 302.(c). 72. If required by structural calculations, show size, ithbedment and location of hold down. anchors on foundation plan. Section 2312 (1), 302 (c). If hold downs are required by calculations, note on plan that* hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. /4. Show,adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). = Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" ''clearance to bottom of girders. Section 2516 (c) 2. • /7. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 9. Show minimum underfloor access of 18" x 24". Section 2516 (c). 9. Show minimum underfloor ventilation equal to 1 (. sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately 'opposite sides. Section.2516 (c) 6. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. FR. lqL Show wall bracing. Every exterior wood stud ( wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor 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. - -r -2- ., ) - 0• t Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3,2517 (Ii) 6. 4. Show double joists. Floor joists shall be I doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. ,1d5. Bearing partitions, perpendicular to joists, /5 shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. 'Show rafter ties. Rafter ties shall be spaced I not more than 4 feet on center and be just above the ceiling joists, where rafters and : 'ceiling joists are not parallel. Section 2517 0 17 Show rafter purlin braces, to be not less than i"45.degrees to the horizontal.- Section 2517 (h) 5. - l Show 1/2" ,minium clearance between top plate V... of interior,, partitions and bottom chord of tsses.':T (To- ensure loading will be as ' designed). ' :.--•'' ,' ' - i09) Show double top plate with minimum 48" lap '--' splice. Section 2517 (g) 2. 91 D l10) Show nailing will be in compliance with Table "._.-' 25-Q... ' ShOW or note fire stops at the following - locations per Section 2516 (f): In concealed spaces of stud walls and partitions;' including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall;' - .. t0' at all', interconnections between concealed . ; vertical and horizontal spaces such as occur at' soffits, drop ceilings and cove ceilings; 0 ' , 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 (J' 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. 3/2. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x I. max. 141 , 2 x 6 max. 20'. Table 25-R-3. lJ. 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. 1j4. Note on A.I.T.C. Certificate of Compliance for I glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). 115 Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section -2516 (m). 1/6. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 117. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking.' Maintain maximum diaphragm dimension ratios. [Tables 25 I, 3, K and Section 4713 (d)]. Section 302 (c). 12. Specify all header sizes for opening over 41 wide. Section 2517 (g) 5. l3. Provide calculations for main vertical and f horizontal framing members and post footings. Section 302 (b). • 0 124. Provide calculations for lateral loads, shear I panels, shear transfer and related. Section 302 (b). 1318. Show 3" x 4" or 2" x 6" studs in first story 0 '—of"three, story building. Table 25-R-3. G Provide truss details and truss calculations' for this project. Specify truss 0 identification numbers on the plans. ~L/,1fED ARc( nrs .S6.i1as) SMou*J oute1/p'S l,ZO. Provide roof framing plan and floor framing 0 O plan. Section 302 (c). Provide framing sections through 0 ,04'• ,.0' - - •• •• 1 - • I 1. 0 0• 12/16/87. - 0 , Showon the plans all structural requirements KUHANICAL (UNIPO4 )AN1CAL (X)OE) developed in the structural calculations. Section 302 (c). (See comments below or at All heating, ventilating, and cooling systems and end.) . . appliances shall comply with the Uniform Mechanical Code. 116. columns4 and posts located on concrete or floors decks exposed to the weather 1139. Show the size,. location and type of all .( masonry or or to ,water splash or in basements and which heating and cooling appliances or systems. support permanent structures shall be supported by concrete piers or metal pedestals projecting 146. Show source of combustion air to furnace, per above floors unless approved wood of natural Chapter 6, UMC. resistaJce to decay or treated wood is used. / Section 2516 (c) 4. .. ifl. Every dwelling unit shall be provided with . - heating facilities capable of maintaining a Individual concrete or masonry piers shall room temperature of 70 degrees F. at 3 feet /. project at least '8 inches above exposed ground above the floor in all habitable rooms. Show unless the columns or posts which they support basis for compliance. USC. Sec. 1211. are of approved wood ob natural resistance to / decay or treated wood 'is used. 1*2. Show minimum 30" deep unobstructed working ' Section 2516 (c) 4. .' . space in front of furnace. Section 505, UMC. ShOW loation of attic access with minimum size D143 Note' on plans, "clearances to be per 2211 x 30". Section 3205. ' . manufacturer's listing." Section 504, UMC. 17,6. Show draft separation for attic areas between l/Ze. Furnace shall not be installed in any bedroom, !-. units in a duplex. Section 2516 (f). .. bathroom or in a closet or confined space with - 'i.: ..' ' AV access only through such room unless 10 Specify plywood grade and panel identification specified as direct vent appliance, enclosed index.' Table 25-N. ' ' . .• . furnace or electric heating appliance. . . Section .704 UMC. 11. When roof pitch is less than 3:12, design ridge -: as a beam. Section 2517 (h). - ' '1L/. Show I.C.B.0. approval number for prefab. - 142. If foundation cripple wall studs are less than fireplace. 141",high, framing shall be solid blocking. 14.6. Show access to the attic or underfloor furnace Section 2517 (g) 4. ' •- ,5 ... . to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 13Cripple wal1 studs exceeding 4 feet in height ' shall be 3 inch by 4 inch or 2. inches by 6 147 Note that passageway to the attic furnace inches when supporting 2 stories. . shall be unobstructed and have continuous Section 2517 (g) 4... . ' S , solid flooring not less than 24 inches wide. 5 . .. ' •. . Section 708 UMC. 1Ie. Show plywood sheathing over exposed eaves, or I other weather exposed areas, is exterior grade. 148. Show permanent electrical outlet and lighting Section 2516 (i). . . fixture controlled by a switch for the attic ' . . * furnace. Section 708 UMC. Show a weep screed at the foundation plate line . 3,:on"all".exterior stud walls to be stuccoed. l L!9. Show details to comply with Section 709 for Section 4706 (e).,. - furnace under the floor, or Section 710 for sft S ' . l3. Detail truss layout for 30" x 30" attic access, , roof or outside furnace. if required for equipment in the attic. l0. Note on plan: Gas vents and non-combustible ' piping, in walls, passing through three floors l?7. Ridges, hips, and valleys shall be at least one or less shall be effectively draft stopped at 'size- larger than supported rafters. Section . each floor or ceiling. 2517 (h) 3. .UBC, Section 1706 (a) 6. , ..S 1/38. In open beam construction, provide strap ties l. Provide dryer •vent to outside. UMC, Section across the beams at the ridge support. Section /...S 1903. 2501 (b) 5- -5 S S ", •) --S. - • - -. 55 •,5 •* - S S. 5 ,- ......•. ,5 - 8 12/16/87 z -' J' • ' U'•' ' XUJ=CAL (NATIcAL XUWMCAL (XR)E) An wiring shall comply with the National Electrical Code. 12. Siow on the plan the amperage of the electrical / service, the location of the service panel and the location of any sub-panels. Show location of all electrical receptacles. 14. Electrical receptacle locations and/or spacing /. is not adequate • 3.8155. 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, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. Note electrical system ground to be provided per NEC, Art; 250-81. PLUMBING (UKLP1a4 P1LP1B ) S. Show water heater size, type and location on I. . plans.", UPC, Section 1301. 159. Show source for providing combustion air to fuel burning water heater.. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the' lower twelve' inches. UPC, Section 1307.- 9k). Fuel combustion water heater shall 'not be installed in bath or bedroom or in a closet -. opening into bath or bedroom. UPC, Section 1309. i4. Provide adequate barriOr to protect water - heater, from vehicle damage. UPC, Section 1310. 8162. Show' T and P valve on water heater and show -' route of discharge line to exterior. UPC, Section 1007 (e). 163. Note on the plan that hose bibbs and lawn sprinkler system shall have approved backf low prevention devices. , UPC, Section 1003(h) & .4* - = 1Ø. Show shower stall can accommodate a 30" circle / and has a minimum floor area of 1,024 sq. in. UPC 909 (d). I .)f.1.0 iii l 0 t!J.EI ','J .,. 1. Show details of duplex coon (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. i47. 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. REERGY asncvAflcI 1/8. Permit applications, received after June 30, 1988, are regulated by the new Residential - -- - Energy. Standards. Provide plans, calculations and worksheets to show compliance. 169. The new regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. 0. Section 1403(a)l,' Title 24, states 'that Form CF-lR shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor or electrical contractor licensed or registered to practice by the State of California or other individual, eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please -provide the signature. 4 102. Incorporate the waterproofing details, on the I attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. G All new residential buildings, including additions, 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). 1 I 6. UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). 17. City Ordinance 9792 requires two parking spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. 14h. Please- see additional corrections, or remarks, I nthe'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_________________ .. All energy items shown on the plans must be in j agreement with the information shown on the properly completed Form CF-1R. 32. Specify on the building plans all of the / mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 1/3. Show the make, model and efficiency of the . I space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. For' room additions, show that the glazing area of the addition does not exceed 16 of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. i5. See additional corrections below or at end. I- CARLSBAD S.F.D. & DUFL19X SUPPLIKUtr 1/6. Energy conservation design should be for Zone _7 • .. See attached energy packages. Floor drains must have auto-prime (city policy). 1. Note exhaust fans cannot be duàtless type (city Policy). 1/9:Newresidential 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). • . 180. 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). (1811 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) 1• at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. - Enclosures: - + - -. - '-- - - 4 -Dates W CITY OF CARLSBAD Bldg. Dept. Prepared byt - VALUATION AND PLAN CHECK FE! o Esgil PLAN CHECK NO . - q 9 .BUILDINGADDRS _1 Li'iNL.PJ 11/2 . APPLICANT/CONTACT . OERwo PHONE NO. 9g —(o899 BUILDING OCCUPANCY -R -3 DESIGNER PHONE_____________ ,TYPE OFCONSTRUCTION )f CONTRACTOR PHONE__________ 1' - BUILDING PORTION • BUILDING AREA _______________ VALUATION MULTIPLIER VALUE P4176 iD,Q _______________ 47 AirConditioninE. Commercial Residential Res. or Comm. Fire Sprinklers - - 'Total—Value: - - .+.:----. .-- ,--: Building Permit Fee $ _ .Plan Check Fee$ • .'COIIMCNTS: - - •• - Plans received by Esgil after July 31, 1987 shill have permit and plan check fees calculated per 1985 UBC. - - • - - - - - SHEET- / OF / 12/87 ,. ENGINEERING CHECKLIST LEGEND Date:. 7 .3ô P9 Item Complete Plan Check No. Pfiz9 Project Address: 265 Incomplete - Needs c:2 rr Action - Project Name: Gs7-S7 - FieldCheck Date' 1,2,3 Number in circle • . __________ indicates plancheck - - By: - number that deficiency was identified CO CO -CO I LEGAL REQUIREMENTS > > > Site Plan 1 Provide a fully dimensioned site plan drawn to scale Show:.North D : arrow, - property lines, easements, existing and proposed structures, streets, existing Street improvements, right-of-way width and dimensioned setbacks 2 Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and driveway proposed slopes, and percent (%) grade and drainage -' patterns. - - d 3 Provide legal description of property. Eii?.( U fl 4 Provide assessor's parcel number. / PERMITS REQUIRED . 4 '5-.' • -- Grading '!1 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit) -'7 ). .• U U 6 Grading plans in plan check PE___________ U U 7 Need the following completed prior to building permit issuance 0 A Grading plans signed - B Grading permit issued C Grading completed U U D Certification letter and compaction reports submitted E1" El : E Grading inspected and permit signed off by City Inspector. U E - 8 Right-of-Way Permit required for work in public right-of-way -. . -. . - - (e.g., - driveway approach, sidewalk, connection to water main, etc) 0 9 Industrial Waste Permit application required To be filled out 3 completely and returned to Development Processing FEES REQUIRED - D Park-in-Lieu fees required. c-. Quadrant: , Fee Per Unit: - , Total Fee: - - Traffic, impact fee required. - , Fee Per Unit: Total Fee: - 0 EJ 12 Bridge and Thoroughfare fee required Fee Per Unit: - , Total Fee: - 13 Public facilities fee required 14. Facilities management fee required. Fee:/- -. -. - 15.- Additional EDU's required: Sewer connection fee: Sewerr)permit no 16 Sewer lateral required REMARKS 14 ,- - 4 .- 0 K to issue 5ji___<.. Date If you have any questions about any of the above items identified on this plan -' check, please call the Development Processing Department at 438-1161. - - c_•-1 - - - - - - •. '_ •• -. : •- - - • + L- 4..-. .-+ -. - - . - - - . - - I. a> •WW - t6 '4L PLANNING CHECKLIST CO Co . -D o Plan Check No 881279 Address 26 /s'_ .! . . Type of Project and Use 45oesr /&s >.> _> • Zone R- I Use Allowed? YES NO rs rn Setback Front OK Side OK Rear 2 gt s_-CJ( Facilities Management Zone School District San Dieguito Encinitas Carlsbad San Marcos Discretionary Action Required YES NO Type U Environmental Required - YES NO K.. Landscape Plan Required YES NO K - Comments . L?1iJ U Coastal Permit Required YES NO - U Additional Comments G1) 6uT Jt ?b - OL$rtE g6rvI6A, 6aEfT 'kL'$e Ifl4,& gcxAmo A4 w ,- imas-dt /0 OK TO ISSUE __ DATE JOHN VERNON & ASSOCtA ES 18595 ESCONDIDOBL' ESCONDIDO CA 92 )5 TEL (619)743-&J(8 : May 29, 1987 - Mr. Gary'Rasmusen' do Ron Severino 3785 Monroe (Carlsbad, CA 92008 ' PRELIMINARY SOILS REPORT - Site New lot behind 2635 Highland Dr. Carlsbad, CA To whom It may concern This Is to verify that we have investigated the footing soils conditions and reviewed development.plans for the above site. The grading will be, minor, excavation and fill which can be.. accomplished quite satisfactorily onsite The native soil is r..&d_....br_0wn siliy fe.,rr.ugJnoub sand (SM) (Carl.sba.d sandy' loam) with., minor clay ' lenses and is not 'detrimentally.expans.ive. It extends to a depth of one to three except In natural 'swale areas where it can extend for 8' to ,feet 10' in depth. The top soil is firm In its natural state and should afford acceptable foundation material for:, the proposed construction. Beneath this .topsoil is the native formational : material. The subsoil is red silty sand (SM) and firm inpiace. It Is metasedamentary and becomes more'dense with depth breaking to blocky, texture. Ground should not be encountered at ,water this hillside lot. Old fill in southwest portion of building site should be removed to provide adequate subgrade There are no known faults located close to the site Elsinore fault is approximately 35 miles Northeast. Surface drainage and' concentrated flows should be restored to natural condfl:ons or drainage easements acquired downhill to acceptable out'rcll I PROPERTY DEVELOPMENT ENGINEERS, ENGINEERING. SOILS TESTING .SURVEYING . The proposed construction consists of a cut/fill pad which can be accompilsh.ed,'quite satisfactorily-on the 'site, -as regards soil 4 ' adequacy We recommend that the continuous footings of the--- structure be reinforced with at least two 44 bars top and bottom as minimum reinforcement, and that the slabs be reinfor-c-ed. wiij - #3 bars at 2411 on center each way or 6" x 6" x 10 ga welded wire mesh placed at mid slab height ..'A vapor barrier of 6 mu visqueen should be sandwiched in a 4" sand blanket beneath 1ndoo slabs Active and passive fluid pressures of 35 (50 for restrained) and 300 PCF, and a ,friction factor of .4 should be used for wall design A Jateral bearing of 300 psf/f may be used for pole design using flagpole formula (UBC 2907 F) Step footings on side' sloped should be ,a minimum of 24"deep and have positive drainag 4 sloped away. An allowable soil bearing pressure of 1500#/sf mall be used for design of footing sizes All foundations hall hav a minimum size as determined by table 28-A of the ul. Building Code H The grading should be done in 'accordance, with, the approved " grading plan, the Grading Ordinance of the City of Carlsbad and ,the attached Standard Specifications for, the Placement of compacted 'Filled Ground. We have been contacted and will be available to do the necessary engineering work for 'certification when the grading work progresses and at footing excavation time "John' E. .Vernon .R.C.E. 21121 Exp 9/30/89 See attachments 1) Standard Specifications for Placement of Compacted Filled Ground ., 2) Maintenance Guidelines for home owners lip, 4,rEOF61 -2- JOHN VERNON & ASSOCIATES. 1859S ESCONDIDO BLVD 4 " ESCONDIDO-CA9202 TEL (619) 7438808 " STANDARD SPECIFICATIONS FOR PLACEMENT OF COMPACTED FILLED GROUND - 4 4 4 4 Objective: Obtain filled ground which is uniform and has adequate internal strength to support any structures proposed. The method by which -• ' this is obtained is described herein. Preliminary Proceedures Permits - Owner shall ascertain the grading permit require- ments of the agency whose jurisdiction Covers the land on which the' . grading is to be performed and shall be iesponsible for complying with them. Water- An adequate water 'supply shall be provided so that 'compaction of filled ground will not be delayed. 3-'Soils Engineer - A soils engineer shall be retained to pro- vide direction in grading, testing for compaction and certification ' that the grading complies with grading ordinances and with approved grading plans. Grading: 1 Clearing and Grubbing -.All natural surface which is to be .. '; covered by filled ground, excavated or needed for brow ditches, .swales or other grading appurtenancesshall be deal-ed. and grubbed. ..,'-Trees, shrubs and grass, as well as-organic overburden shall be . ''removed from the area to be graded. Cleared material maybe disposed * of as approved by the local controlling agency. No embankment shall consist of treea, shrubs or other organic material 2. Natural Ground Preparation - Natural ground shall be excavated from beneath embankment areas, to solid material, the exact depth as determined by the soils engineer. This material shall be. brought '.,:..topropér moisture content and recompacted to not less than 90% maximum density as determined by ASS.T.M. D-1557-70 PROPLRTY'O(VELOPMENT ENGINEERS % WGIN((RINQ .$OI($ TESTING. .SURVIVING - . - S • S - .1 • .: -.. .. - ••,• JOHN VERNON & ASSOCIATES 1859S. ESCONDIDO BLVD ESCONDIDO,CA 92025 TEL (619) 743-88b8 Any existing fill which has not been certified must be removed and recompacted. If the slope of" the existing ground exceeds 1' vertical in 6' horizontal, a bench cut level, 10' wide shall be excavated at' the' toe of the fill. This will allow the embankment to be placed on, a horizontal base for more uniform compaction.. . 3. Embankment Placement - Fill material, should consist of native.: ,or imported material which has been brought to the optimum moisture ' content. Material to be used for embanlanents may have rocks with diameters greater than 12"-providing they are evenly distributed in. the soil mixture and are at least 3' below, finish grade. Fill slopes '''shall not consist of, nor be founded on, large rocks. Although ro'cks may.be placed along the outside of the toe 'of the fill slopes. Rock placement in embankments shall be under direct supervision of the soils engineer.' Embankment material shall be placed in layers varying from. 6" to ' 12" deep depending on soil type,-and compacted by 'suitable compact,- '-.jve effort to ,a density of not less than 90. of the maximum density :'- as determined by A.S.T.M. D-1557-70. 'rfoisture content and depth of layers shall be determined by the soil engineer at-the time of grading, and shall be updated whenever embankment soil types change.. As the embankment increases .in elevation new benches shall be cut' - into original ground. Benches shall be at least 6° horizontally :into natural. ground, bet level* and shall occur at intervals to be determined by the soils engineer at the time of grading. Compaction may be obtained by the use of any combination of equip-' which will result in an embankment that is properly' compacted, .uniform in moisture and properly finished to the lines and grades shown on the plans or to those set forth in the applicable grading - ordinance .' 4. Additional Grading - Cut slopes shall be cut to the lines and grades as shown on the plans or set forth in the applicable grading ordinance. (2) IOPITY DEVELOPMENT ENGINEERS ' • ' ' ' NccaINa S$OIL$YC$TIHQ •$UVCYINO 'S ' , • - ' '- • - •-' •-' • - JOHN VERNON & ASSOCIATE S 1859S ESCONDIDOBLVfl ESCONDIDO, CA 920. 5 TEL (619) 743 88(8 'Cut slopes shall be protected from erosion by brow ditches. Brow ditches shall be either earthen or lined with erosion resistant material as shown on the plans or as recommended by the engineer. .'. Embankments shall be protected from erosion by placing an earthen -. berm-along the top of slope for the entire perimeter of the fill. Where drainage is broughtdown the slope, the drainage way shall - be,.lined with erosion resistant material to prevent loss of embank- ment slopes. Where eaves are located less than 5' horizontally from top of fill .slopes,- eaves troughs shall be provided to prevent weakening of slope-due to water intrusion.' - All areas of. the-building pad must be well drained. Drainage swales 'shall have a mimimum slope of 1' vertical -in '100' hori;ontal unpaved or 1' vertical in 200' horizontal paved, with concrete. Drainage ; shall be provided to ensure foundations will not be subjected to 'ponded water. S • - . E MTV DEVELOPMENT ENGINEERS JOHN VERNON &ASSOCIATIS 1859S ESCONDIDOBLVL ESCONDIDO, CA 92025 TEL (619) 743-8808" MAINTENANCE GUIDELINES FOR HOME OWNERS HOMESITES, IN GENERAL,: AND HILLSIDE. LOTS, IN PARTICULAR, NEED MAINTENANCE TO CONTINUE TO FUNCTION AND RETAIN THEIR VALUE. MANY HOMEOWNERS ARE UNAWARE OF THI.S AND ALLOW DtTERIORATION OF THEIR PROPERTY. IT IS IMPORTANT TO FAMILIARIZE HOMEOWNERS WITH SOME :: GUIDELINES FOR MAINTENANCE OF THEIR PROPERTIES AND MAKE, THEM AWARE OF THE IMPORTANCE OF MAINTENANCE. . SOME GOVERNING AGENCIES REQUIRE HILLSIDE PROPERTY DEVELOPERS TO .UTILIZE SPECIFIC METHODS OF ENGINEERING AND CONSTRUCTION TO PROTECT THOSE INVESTING IN IMPROVED LOTS OR CONSTRUCTED. HOMES. FOR EXAMPLE, THE DEVELOPER MAY BE REQUIRED TO GRADE THE PROPERTY IN SUCH AMANNER THAT RAINWATER WILL BE DRAINED AWAY FROM THE LOT ND TO PLANT SLOPES SO THAT EROSION WILL BE MINIMIZED. HE MAY .çALSO BE REQUIRED TO INSTALL PERMANENT DRAINS. HOWEVER, ONCE THE LOT IS PURCHASED, IT IS - THE BUYER'S RESPONSIBILITY TO MAINTAIN. THESE SAFETY FEATURES BY OBSERVING A 0 PRUDENT PROGRAM OF LOT CARE AND MAINTENANCE. FAILURE TO MAKE ..REGULAR INSPECTION AND MAINTENANCE OF DRAINAGE DEVICES AND .SLOPING AREAS MAY CAUSE SEVERE FINANCIAL LOSS. IN ADDITION TO HIS OWN. PROPERTY DAMAGE, HE MAY B.E SUBJECT TO CIVIL LIABILITY. FOR. DAMAGE OCCURRING TO NEIGHBORING PROPERTIES AS A RESULT OF HIS NEGLIGENCE. THE FOLLOWING. MAINTENANCE GUIDELINES ARE PROVIDED FOR THE PROTECTION OF THE HOMEOWNER'S INVESTMENT. . . . 1. 'SURFACE DRAINAGE MUST BE DIRECTED AWAY FROM STRUCTURAL - FOUNDATIONS TO PREVENT PONDING OF STORM WATERS OR IRRIGATION . . . ADJACENT TO FOOTINGS. . 2 CARE SHOULD BE TAKEN THAT SLOPES, TERRACES, BERMS (RIDGES AT CROWN OF SLOPES) AND: PROPER LOT DRAINAGE ARE NOT DISTURBED. SURFACE DRAINAGE SHOULD BE CONDUCTED FROM THE REAR YARD TO THE STREET THROUGH THE SIDE YARD, OR TO- NATURAL DRAINAGE WAYS WITHIN THE PROPERTY BOUNDARY. .•' . . . 3. IN GENERAL, ROOF AND YARD RUNOFF SHOULD BE CONDUCTED .TO EITHER THE STREET OR STORM DRAIN BY NONEROSIVE DEVICES SUCH AS SIDEWALKS, DRAINAGE PIPES, GROUND GUTTERS AND DRIVEWAYS."- * ,DRAINAGE. SYSTEMS SHOULD NOT " BE ALTERED WITHOUT EXPERT; CONSULTATION. . • ,-. 0 •• r VELOPMENT. ENGINEERS. INC. . SOILS TESTING . SURVEYING , 4. ALL DRAINS SHOULD BE KEPT CLEANED AND UNCLOGGED, INCLUDING GUTTERS AND DOWNSPOUTS. TERRACE DRAINS OR GUNITE DITCHES SHOULD BE KEPT FREE .:,OF DEBRIS TO ALLOW PROPER DRAINAGE. DURING 11EAVY.RAIN PERIODS, PERFORMANCE OF THE DRAINAGE SYSTEM SHOULD BE INSPECTED. PROBLEMS, SUCH AS GULLYING AND PONDING, IF OBSERVED, SHOULD BE CORRECTED AS SOON AS POSSIBLE :ANY LEAKAGE POOLS, WATERLINES, ETC. OR BYPASSING; OF ,FROM DRAINS SHOULD BE REPAIRED AS SOON AS PRACTICAL. ANIMAL BURROWS SHOULD BE ELIMINATED SINCE THEY MAY CAUSE DIVERSION OF SURFACE RUNOFF, PROMOTE ACCELERATED EROSION, AND EVEN' TRIGGER SHALLOW SOIL FLOWAGE. SLOPES SHOULD NOT BE ALTERED WITHOUT EXPERT CONSULTATION ' ••'."• WHENEVER ' PLANS A SIGNIFICANT TOPOGRAPHIC ,A.HOMEOWNER ' 'MODIFICATION OF. THE LOT OR SLOPE, A QUALIFIED SOILS ENGINEERING CONSULTANT SHOULD BE CONTACTED. IF THE HOMEOWNER PLANS MODIFICATION OF CUT OR NATURAL SLOPES WITHIN HIS PROPERTY, A SOILS ENGINEERING CONSULTANT SHOULD BE • CONSULTED. ANY OVERSTEEPENING MAY RESULT IN A NEED FOR EXPENSIVE RETAINING DEVICES. UNDERCUTTING OF A TOE-OF-SLOPE , • WOULD REDUCE THE SAFETY FACTOR OF THE SLOPE AND SHOULD NOT BE UNDERTAKEN WITHOUT EXPERT CONSULTATION. IF UNUSUAL. CRACKING, SETTLING OR EARTH SLIPPAGE OCCURS ON THE PROPERTY,' THE HOMEOWNER SHOULD CONSULT A QUALIFIED. SOIL 'ENGINEER OR.AN ENGINEERING GEOLOGIST IMMEDIATELY. THE MOST COMMON,CAUSES OF SLOPE EROSION AND SHALLOW SLOPE' ••. FAILURES AREAS FOLLOWS: A GROSS NEGLECT OF THE CARE AND MAINTENANCE OF THE SLOPES AND DRAINAGE DEVICES. B INADEQUATE AND/OR IMPROPER PLANTING (BARREN AREAS SHOULD BE REPLANTED AS SOON AS POSSIBLE ) C EXCESSIVE OR INSUFFICIENT IRRIGATION OR DIVERSION OF RUNOFF OVER THE SLOPE - : '.'' 11. HOMEOWNERS SHOULD NOT LET CONDITIONS ON THEIR. PROPERTY •• - CREATE A PROBLEM , FOR THEIR NEIGHBORS. COOPERATION WITH NEIGHBORS COULD PREVENT PROBLEMS, PROMOTE SLOPE STABILITY, ADEQUATE DRAINAGE,' PROPER MAINTENANCE, AND ALSO INCREASE THE - : AESTHETIC' ATTRACTIVENESS OF THE. COMMUNITY. '.•.•'•- ' ''.- •' .• -• • , - 2 - - ' C. • . V. - CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall beusetd to determine th amount of school fees for a project and to rerify. that the project applicant has complied with the school fee requirements. No building ., permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT -'rlbad Unified San Marcos Unified 6350 '(arrow Drive Ste. A 270 West San Marcos Blvd. Carlsbad CA 92009 (438-5710) San Marcos, CA 92069 (744-4776) Ecinitas Union Elementary San Dieguito Union High School '189.Union Street - V V 625 North Vulcan Encinitas, CA 92024 (944-4306) V Encinitas, CA 92024 (753-6491) V V Project Applicant: -p:- V APN: /5 -/. .- - . V .. - Project Address iic4c4. p RESIDENTIAL SQ FT of living area 0 Number of dwelling units SQ. FT of covered area SQ. FT of garage area COMMERCIAL! INDUSTRIAL SQ. FT AREA Prepared By Date V V V V V * • V - - V V,V - •V4 ,V FEE CERTIFICATION V : (To be. completed by the School District) - •V . Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement -, Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986 4 (other school fees paid) ______ Other Residential Fee Levied $ p 0 Ck. O based on (qQ sq. ft .@ , Comm/Indist Fee Levied $_____________ based on sq. ft .@ Sch'! District Official Title Date .AB 2926 arid SB 201 fees are'capped at $1.50 per square foot for residential. V V AB 2926 is -capped at $.25 persquae.foot for commercial/industrial. V • V V V V V V V