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HomeMy WebLinkAbout2851 LEVANTE ST; ; CB930523; PermitI B ii I L D I N C P E R M I T Permit No: C893052J 06/23/93 08:26 Project No: A9300768 Page 1 of 1 Development No: Job Address: 2851 LEVANTE ST Suite: Permit Type: RESIDENTAL ADD/ALT Parcel No: 216-230-14-00 Lot#: 5/23/93 0001 01 02 Valuation: 28,409 C-PRMT 52800 Construction Type: VN Occupancy Group: R3/M1 Reference#: Status: ISSUED Description: 96 SF ADD + NEW ROOF + REMODEL Applied: 05/27/93 Apr/Issue: 06/23/93 Entered By: DC Appl/Ownr : SNYDER, SUSAN AND ROB 619 280-7355 31438 N. MOUNTAIN VIEW DRIVE SAN DIEGO, CA 92116 '- 7Th Fees Required A*-/ ected & Credits AA Fees 5 2 10 () Adjustments I CU Tutd Cedt \ 00 Total Fees /59\U( 7 Tol ayrt \ 64.00 r AN Ba1de: \ 52800 Fee description J L'-T- / Ext fee Data -------------- - ½ Building Permit q 278.00 Plan Check I / 181.00 Strong Motion Fee 3 00 * BUILDING TOTAL t I / 1 462.00 Enter IU for Plumbing Issuer , 20.00 Y Each Pluinbinr Fixtue or Trp 7\1'-9-s / 7.00/ 35.00 Each Building Sewer > ½ I 1/ 15.00 Each Install/Repair a t e<t1e NCO P9ATED c52 ID?7.9'0 7.00 Each Water Heater and/or Vc: 1 7/00 7.00 * PLUMBING TOTAL N / 84.00 'Y" Enter for Electric i0.00 Y "Y' Enter for Remodel 1 10.00 Y * ELECTRICAL TOTAL ---U 20.00 Enter 'Y' for Mechanical Issue Fee> 0 15.00 Y Each Install/Reloc Appliance Vent > 1 4.50 4.50 Each Hood/Fireplace > 1 6.50 6.50 * MECHANICAL TOTAL 0 26.00 APPROVAL INSP. ..I27 DATE CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PL(rAP#I1Ga21V? 4 City of Carlsbad Building Department 2075 Las Patinas Dr., CarLsbad, CA 92009 (619) 438-1161 1. PERMIT 1YPE A - Li Commercial U New Building U Tenant Improvement B - 0 Industrial El New Building 0 Tenant Improvement C - 0 Residential 0 Apartment 0 Condoingle Family Dwelling 'kddition/Alteration Duplex 0 Demolition El Relocation El Mobile Home 0 Electrical 0 Plumbing Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other__________ IlI•]I!it1ISRl PLAN CHECK NO. q;~ _Cf~A 3 11AfJ c'—° Fsr.vAL 11(17 PLAN CK DEPOSJT_______________ VALID. BY L> DATE 2533 05/27/93 0001 01 02 FOR OFFICE US ONLY 6400 Nearest Cross Street C 4AOEA LEGAL DESCRIPTION Lot No. subdivision Name/Number Unit No. Phase No. nao (2,54LS CHECK BELOW IF SUBMITFEfl: 02 Energy Calcs 02 Structural Calcs 02 Soils Report 01 Addressed Envelope AccPccnn's PAPCFT. 2..I Co - QQ- 14 vi -imia itzi DOrICrT', ITCV DESCRIPTION OF WORK I N &TALL NEW G AE1k4 4s2V A0011TON To p", b; ri PPL,A SQ. F1'. ? co # OF STORIES ONE M 2rt WN INJI PIf.HUN (it ditrerent from applicant) NAME ADDRESS I CITY STATE ZIP CODE DAY ELEPHONE APP44ANT U CONTRACTOR U AGENT FOR CONTRACIOR Li OWNER PkAUENI FOR OWNER NAM94p/L. ADDRESS 43 51: CITY F 't P' STATE ZIP CODE 2,IO4i DAY TELEPHONE ('i) '2Pc ,4g4 G, PROP I N NAME P46 5Jfift.&.1ADDRESS3I4 , J,J7J '/J QZ CITY fr4" bo STATE CA ZIP CODE 2. LI C!, DAY TELEPHONE NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE UC. # LICENSE CLASS CITY BUSINESS LIC. # Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director of industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE S. OWNER-BUILDER DECLARA11ON Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's license Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES 13 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES 13 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES 0 N IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NCYF BE ISSUED AFFER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF 1111E OFFICE OF EMERGENCY SERVICES AND ThE AIR POLLUTION CONTROL DIS'flUCT. 9. WNSTRUCI10N LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above iñTöFmation is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF 11IIS PERMIT. 0511k An OSHA permit is required for excavations over 5'O" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPUCANVSSIGNA'9RE ,, DATE: CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB930523 FOR 03/08/94 DESCRIPTION: 96 SF ADD + NEW ROOF + REMODEL TYPE: RAD JOB ADDRESS: 2851 LEVANTE ST APPLICANT: SNYDER, SUSAN AND ROB PHONE: CONTRACTOR: PHONE: OWNER: I PHONE: INSPECTOR AREA TP PLANCK# CB930523 0CC GRP R3/M1 CONSTR. TYPE VN STE: LOT: 619 280-7355 REMARKS: MH/PAUL/283-4946 INSPECTOR SPECIAL INSTRUCT: OWNER LOST PLANS TIM PLEASE BRING YOURS AS DISCUSSED ec TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical INSPECTION HISTORY ***** DATE 011194 072893 072293 071693 070893 070893 070793 070793 070793 070793 070793 070793 070693 070693 070693 070693 062593 062593 062493 062493 011793 011793 011493 DESCRIPTION Final Combo Exterior Lath/Drywall Exterior Lath/Drywall Interior Lath/Drywall Insulation Rough/Topout Frame/Steel/Bolting/Welding Roof/Reroof Rough/Ducts/Dampers Gas/Test/Repairs Rough/Topout Rough Electric Frame/Steel/Bolting/Welding Roof/Reroof Rough/Topout Rough Electric Ftg/ Foundation/Piers Underground/Under Floor Ftg/Foundation/ Piers Underground/Under Floor Final Combo Frame/Steel/Bolting/Welding Final Combo ACT INSP COMMENTS CO TP ND PLANS & CARD ON SITE AP TP CO TP ND CORNER LATH COMP AP PD AP TP AP TP AP TP AP TP AP TP DUCTS AP TP PA TP COMPLETE TIE-IN TO EXST PA TP WALLS/LIDS-ND LOAD CALCS SVC CO TP SEE LIST CO TP SEE LIST CO TP SEE LIST CO TP SEE LIST AP TP PER ENG CHG AP TP CO TP #5 REBAR NEEDED T&B,3" PLMT CO TP WRAP ABS PIPE NR TP AP TP GARAGE HEADER FIX/ND. WET SHN CA PK BY TIM f.. \ 1: thI rr/4/L. c/4 41": Ax/ 1I I \ 11 W E/5r 2k'4 I 7 i 7V 2 M-491 lOd 189 699k6I9 2t226I9I < II I fr:1,/:;: ,J)7 ()_ aiisia N9IaJd 00:00 00 00 101 dt:t 6-I-I f OIØ IdOD11 XOè1X:A2 ñD OER STRUCMRAI 2 Z. • -•. •. 3,0 .\\•• I Od 189 8ILSIa N9Ia'd 00:00 00, 00 TOT Ff t76809Et76T9 02t6T9T Ndt72:t 6—T—T f OTOc Id0311 XOX:I2 ñD ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14,68 DATE: _________________ H_Lj:JRISDI i JURISDICTION: 4t5 LAD PLAN CHECKER DFILE COPY PLAN CHECK NO: - 523 SET: U?S DESIGNER PROJECT ADDRESS: ç7- PROJECT NAME: A/'O ADI iEC E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified oj s-r are resolved and checked by building department staff. fl The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. E The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl The applicant's copy of the check list is enclosed for the '—' jurisdiction to return to the applicant contact person. Ej The applicant's copy of the check list has been sent to: IN Egil staff did not advise the applicant contact person that plan check has been completed. fl Esgil staff did advise applicant that the plan check has been completed. Person contacted: -- Date contacted: Telephone FI REMARKS: By: PETE pc Enclosures: ESGIL CORPORATION EGA El CM /c \ pjp C17' 7 oO 77L / ACV,L A) L1It £ /C P tANS TKAT "F i o , Lt g PF - CD 37NIO CAI--9- 6N C F ' g oj 4 Th r A-CL C IT)' Th 121 Aci T?+ -5 0/(-5 A) 0 T c TA/P -- ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 - SAN DIEGO, CA 92123 (619) 560-1468 DATE: T JuRISDICTION JURISDICTION: CARLSBAD OFILE COPY PLAN C1ECK NO: 3- 52-3 SET: DU?S DES I G N ER PROJECT ADDRESS: a8si LgvA&,7 sr PROJECT NAME: AO;-) _A' _ - r- The plans transmitted herewith :-ve been corrected where U necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply U witn te jurisdiction's -build-ing codes when minor defcie-i- cies identified are resolved and checked by building department staff. D. 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 for your information. LJ The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. U The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: P/1 UL- FAVLK '-,'33/ pccFrSr SA.v D,g6o C4 Wil Esgil staff didnot advise the applicant contact person that WJ plan check has been completed. fl Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # []REMARKS: By:_ ?F7z_F,3CHfp. Enclosures: ESGIL CORPORATION OGA E) CM PLAN CHECK NO: S2 JURISDICTION: CITY OFCARLSBAD TO: PAVL fL1Lk.. ENc1OSURS: PROJECT ADDRESS: Z85/LV4JT1 ST FLOOR AREA: + PLAN (X)RRIIOR sr CITYOFCARLSBAD SDlLE FMIJIY_ AND DUPLEX IMELLINOS FOREWORD: PLEASE READ 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: 1991 UBC (eff. 8/14/92) 1991 UPC (eff. 8/14/92) 1990 NEC (eff. 7/1/91) 1991 UMC (eff. 8/14/92) 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 See. 303(c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To seed 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. Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: By: PLit-F,Sch'L Applicant contact person: Telephone: NOTE: PALE NUMBS ARE NOT fli SEQUENCE AS PAGES HAVING NO ITEMS NE)ING (X)RRflONS WE Dm). List No. 2, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1991 UBC) PLANS 1. Please make all corrections on the original tracings and submit two new sets of prints, to: OK Esgil Corporation, 9320 Chesapeake Drive, Suite f208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. 1/1 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. Indicate on the Title Sheet of the plans, the On the cover sheet of the plans, specify any name of the legal owner and name of person I items requiring special inspection, in a responsible for the preparation of the plans. format similar to that shown below or sticky Section 302(a)7. back. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 5. Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their (G preparation, for plans deviating from ZvLSP conventional wood frame construction. Specify expiratin' date of license. (California Business and Professions Code). Specify on the Title Sheet of the plans the / gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(d). 7. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1991 UBC, UNC and UPC and 1990 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(d). 97F Indicate distance from ..property lines to / proposed construction. Section 302(d).. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. lEfli REQ. IF MARKS CHECKED SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER Exterior walls closer than 3 feet to property ( lines shall be one-hour rated construction and have no openings. Table 5-A. 8/5/92 2 Exterior walls closer than 3 feet to a pr9pertY line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. See Section 1710 for possible exception. 1. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Section 504(b). Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504(a). 1/. 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 1711. Plastic skylights shall, not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. Show locations of permanently wired smoke detector with battery backup: Inside each bedroom. Centrally located in corridor or area giving access to sleeping rooms. C. On each story. In the basement, if part of the dwelling unit. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in fl sleeping areas of the unit. Section 1210. 20. When the valuation of a room addition or Q09 repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 19 above, except that smoke detectors added at existing construction need only be battery powered. Section 1210. 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). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). 23. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 4.4" 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. $1 Basements in dwelling units shall comly with I the above (even if not designated as sleeping rooms). Section 1204. Window area must be at least 1/10 of the floor " area and a minimum of 10 square feet per Section 1205 (b). Appears to be deficient in 026- Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 SgC square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. Section 1205 (c). 2/. At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). 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). 2/ Provide mechanical ventilation capable of / providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). 39( Note that the discharge point for exhaust air / will be at least 3 feet from any opening into the building. Section 1205(c). Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(c). 32. Show that ceiling height for habitable rooms is a minimum of 716". Section 1207 (a). Show ceiling height for laundry rooms, I hallways, corridors, and bathrooms is a minimum of 710". Section 1207 (a). 34 Dimension on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). 2/4/93 - 3 35. Show safety glazing in the following locations, per Section 51406(d): Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed position (unless there is an intervening wall between the door and the glazing or if the glazing is 51 -0" or higher above the walking surface). Glazing greater than 9 square feet with the bottom edge less than 18" above the floor and the top edge greater than 36" above the floor (unless the glazing is more than 36" horizontally away from walking surfaces or if a complying protective bar is installed). C. Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor). Walls and floors separating units in a duplex / shall be of one-hour fire-resistive construction. Provide details of the assemblies. Section 1202(b). 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 44" in height. Section 1717. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1717. Dwellings used for daycare for 7 to 12 children shall comply with the special requirements in Chapter 12 of Title 24. TS. STA1AYS, AND RAILINGS Floors above the second story shall have not less than 2 exits. Exceptions: 1. 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. 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. Section 3303(a). 4]/ Required exit doorways shall be not less than 36" in width and not less than 6'8" in height. 2.1 Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom elements of a guardrail at a stair shall be less than 6". Section 1712. 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. 19( Provide stairway and landing details. Section ( 3306 (b), (c) and (o). Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 6" maximum and run 9" rllirlillruxD. Minimum headroom is 6,-8". C. Minimum width is 36". All handrails per Section 3306 (i), shall ( satisfy the following: Provide handrail for stairways with 4 or more risers. Handrails and handrail extensions shall be 34" to 38" above the nosing of treads. C. The handgrip portion of handrail shall be not less than 1 1/211, nor more than 2" in cross-sectional dimension. d. Except for stairs serving only one tenant, handrails shall be extended 12" beyond the top and bottom of the stair. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. If a door occurs at the landing, such dimension need not exceed 36 inches. Section 3306 (g), 3304 (j). 4/. An interior door may open at a landing that is ( not more than 8" lower than the floor level, provided the door does not swing over the landing. Section 3304(i). 48. Provide details of winding stairway complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 36 inches. 9/2/92 4 4 Provide spiral stairway details, per Section ( 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. C. Minimum headroom is 6 feet 8 inches d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. 10. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.0. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. tl Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (ci). The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (1). 54 Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOFPG Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B, D and E. Specify roof material and application. Chapter 32. Specify I.C.B.0. or U.L.approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Section 3207. 6y' Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. Plastic skylights must be separated from each I other by at least 4 feet, unless they are over the same room and their combined area does not exceed 100 square feet (or 200 square feet if the plastic is a "CCI" material). Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if f at least 50% of the required vent is at least ' 3 feet above cave vents or ccrrice vents. Show required area and area provided. Section 3205 (c). Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections ( attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)1 and Section 2515 (a). Show ties, #9 wire in horizontal joints, etc. 6/ Show height and construction details of all concrete and masonry walls. Chapters 24 and 26. 6/ Show floor and roof connections to masonry and ( concrete 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. I. Show a minimum 2" air space and flashing ( between planter and building walls. Section 2516 (c) 7. GARAGE MW CARS Garage requires one-hour fire protection on the garage side of walls and ceiling coon to the dwelling. Table 5-B, Section 503 (d). 7/ All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) 34'. Show a self-closing door, either 1-3/8" solid core or a listed 20-minute assembly, for openings between garage and dwelling. Section 503 (d). 5/22/92 5 Garages are not permitted to open into a room I used for sleeping purposes. Section 1104. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. 7/ Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddoms if required. Chapter 23. NOTE: Maximum shear panel height-to-width ratio is 3 1/2 to 1 for plywood. 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 (i). 7ft' Provide an 18" raised platform for any FAU, / water heater, or other device in the garage which may generate a flame or spark. UNC Section 508, UPC Section 1310 (a). 7/1 Per soils report, note on the plan the soils classification, whether or not .he soil is expansive and the allowable bearing value. Section 2905 (c). I. The foundation plan does not comply with the ( soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. The soils engineer reeoiended that he/she review the foundation excavations. 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: I. The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations comply with the intent of the soils report". 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). /2. Show height of all foundation walls. chapter 23. Show height of retained earth on all foundation walls. Chapter 23. 84. If cut or fill slopes exist, show distance from 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" minirim above finish grade. Section 2907 (a). 86. Note on plans that surface water will drain away from building and show drainage pattern Section 2905 (f). 8/ Dimension foundation per U.B.C. Table 29A: Floors Footing Suported* 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. SK Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 8(1 Show foundation bolt size and spacing. Section 2907 (1). 97" Specify size, I.C.B.0. number and manufacturer ( of power driven pins and expansion anchors. Show edge, end distances and spacing. Section 302 (d). If required, show size, embedment and location of hold down anchors on foundation plan. Section 302 (d). 9/. If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. 9j. Show adequate footings under all bearing walls ( and shear walls. Section 2907 (b). 7/ 5/22/92 6 9/. 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. Show pier si:e, spacing and depth into undisturbed soil. Table 29-A. /7. Show minimum underfloor access of is" x Section 2516 (c)2. ,%. Show minimum underfloor ventilation equal to I sq. ft. for each 150 sq. ft. of underfic'cr area. Openings shall be as close to corners as practicable and shall piovide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. FRG 9 ' Show wall bracing. Every exterior wood stud wall and main cross-stud 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, Table 25-V. 1. In 2-story buildings, shear panel at the ' first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V. 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). 34'. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior wails. Section 2517 (d) 3, 2517 (h) 7. 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. 104 Show rafter ties. Rafter ties shall be spaced G~ 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) 5. Show rafter puriin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 6. 106 Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. () Show nailing will be in compliance with Table 25-Q. 108. Show or note fire blocks 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 both vertical and horizontal; At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; 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; and At openings between attic spaces and chimney chases for factory-built chimneys. In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with walls separating units and separating units from common areas. Section 2516(f)4. 110 Show stud size and spacing. Maximum allowable G~ stud heights: Bearing wall: 2 x4 and 2 x 6 max. 101; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 201. Table 25-R-3. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 13.2'' Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. li,S(Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). l,2. Detail shear transfer connections, including ' roof and floor diaphragms, to shear wails. Section 2513. 5/22/92 7 ll% 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, 1< and Section 6714 (d)]. l3 ' Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 11/' Show 1/2" minimum clearance between top plate / of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). l Provide roof framing plan and floor framing I plan. Section 302 (d). I/. Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and ( horizontal framing members and post footings. Section 302 (b). 1.4'. Provide calculations for lateral loads, shear panels, shear transfer and related. Section / 302 (b). In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-I must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) 171. 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. 12/ 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 a minimum ( size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 3205(a). Show location of attic access with minimum 7 size 22" x 30". Section 3205. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic, and detail 30" x 30" clearance through truss webs. Specify plywood and/or particle board thickness, grade and panel span rating. Table 25-S. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516.(g)3. When roof pitch is less than 3:12, design ridge as a bean. Section 2517 (h). 4'3. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. P4. Inopen beam construction, provide strap ties ( across the beams at the ridge support. Section 2501 (b). If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. 11 Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. 137 Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1708. MECHANICAL (UNTFo4 )ANICAL aDE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 5/22/92 8 1. Show the size, location and type of all ( heating and cooling appliances or systems. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. IJBC, Sec. 1212. /0. Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed. UMC Section 704. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, .UMC. 147: Furnace shall not be installed in any bedroom, / bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. Show source of combustion air to furnace, per Chapter 6, UMC. Show access to the attic containing equipment /4. to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UMC. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 708 UMC. / /Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic or underfloor space. Section 708 & 709 UMC. lfrl'. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 148. Ehet I.C.B.O. p•a im1 fr -f-i i-aee. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. B Note on the plans that approved spark arrestors shall be installed on all chimneys. Section 3703(h) Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (c). Provide dryer vent to outside. UMC, Section / 1903. X1C.kL (RAnoNAL ELB=CAL CODE) All wiring shall comply with the National Electrical Code. 152 Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub- panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. 153 Show on the plan that receptacle outlets comply with 1990 NEC Art. 210-52(a), which reads as follows: In every kitchen, dining room, parlor, library, den, suriroom, bedroom, recreation room, or similar rooms or area of dwelling units, receptacle outlets shall be installed so that no point along the floor line in any wall space is more than 6 feet, measured horizontally, from an outlet in that space, including any wall space 2 feet or more in width and the wall space occupied by fixed panels in exterior walls, but excluding sliding panels in exterior walls. The wall space fforded by fixed room dividers, such as free-.tanding bar-type counters, shall be included in the 6-foot measurement. Dwelling Unit Receptacle Outlets 210.52(e) -. I WI Sliding Panels o Doors 8/5/92 9 154 Show on the plan that countertop receptacle outlets comply with 1990 NEC Art. 210-52(c), which reads as follows: In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a receptacle outlet in that space. Island and peninsular countertops 12 inches or wider shall have at least one receptacle for each four feet of counter top. Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces. Receptacles rendered inaccessible by appliances fastened in place or appliances occupying dedicated space shall not be considered as these required outlets. Dwelling Unit Receptacle Outlets Counter Tops 2W.52(c) I F 5 _L PIcher or lee Dirin; Area e S Show on the plan that receptacle outlets in hallways comply with 1990 NEC Art. 210-52(h), which reads as follows: For hallways of 10 feet or more in length at least one receptacle outlet shall be required. As used in this subsection the hail length shall be considered the length along the centerline of the hall without passing through a doorway. Dwelling Unit Receptacle Outlets Hallways 27O.2(h) L K DA ° LJ _.•_ 156) Show on the plan that lighting outlets in dwelling units comply with 1990 NEC Art. 210- 70(a) and (c), which read as follows: (a) Dwelling Unit(s). At least one wall switch-controlled lighting outlet shall be installed in every habitable room; in bathrooms, hallways, stairways, attached garages, and detached garages wi2. electric power; and at outdoor entrances or exits. (FPN): A vehicle door in an attached garage is not considered as an outdoor entrance. At least one lighting outlet controlled by a light switch located at the point of entry to the attic, underfloor space, utility room, and basement shall be installed only where these spaces are used for storage or contain equipment requiring servicing. The lighting outlet shall be provided at or near the equipment requiring servicing. Where lighting outlets are installed according to (a) above in interior stairways, there shall be a wall switch at each floor level to control the lighting outlet where the difference between floor levels is six steps or more. Exception No. 1: In habitable rooms, o ther than kitchens and bathrooms, or more receptacles controlled by a wall switch shall be permitted in lieu of lighting outlets. Exception No. 2: In hallways, stairways, and at outdoor entrances remote, central, or automatic control of lighting shall be permitted. 8/6/92 10 (c.) 0ther Locations. At least one wall switch- controlled lighting outlet shall be installed at or near heating, air-conditioning, and refrigeration equipment in attics or underfloor spaces. The light switch shall be located at the point of entry to the attic or underfloor space. 157. Show on the plan that ground-fault circuit- interrupter protection complies with 1990 NEC Art. 210-8, which reads as follows: (a) e1ling Units. All 11-5-v.-it, single-phase, 15- and 20- ampere receptacles installed in bathrooms shall have ground-fault circuit-interrupter protection for personnel. All 125-volt, single-phase, 15- or ampere receptacles receptacles installed in garages shall have ground-fault circuit- interrupter protection for personnel. Exception No. 1 to (a)(2): Receptacles which are not readily accessible. Exception No. 2 to (a)(2): Receptacles for appliances occupying dedicated space which are cord- and plug-connected in accordance with Section 400-7(a)(6), (a)(7), or (a)(8). Receptacles installed under Exceptions to Section 210-8(a)(2) shall not be conside:e as meeting the requirements of Section 210-52g). All 125-volt, single-phase, 15- and 20- ampere receptacles installed outdoors where there is direct grade level access to the dwelling unit and to the receptacles shall have ground-fault circuit-interrupter protection for personnel. (FPN): See Section 215-9 for feeder protection. For the purposes of this section, "direct grade level access" is defined as being located not more than 6 feet, 6 inches (1.98m) above grade level and being readily accessible. All 125-volt, single-phase, 15- and 20- ampere receptacles installed in crawl spaces at or below grade level and in unfinished basements shall have ground-fault circuit- interrupter protection for personnel. Exception No. 1: A single receptacle supplied by a dedicated branch circuit which is located and identified for specific use by a cord- and plug-connected appliance, such as a refrigerator or freezer. - Exception No. 2: The laundry circuit as required by Sections 210-52(f) and 220-6(c). Exception No. 3: A single receptacle supplying a permanently installed sump pump. All 125-volt, single-phase, 15- and 20- ampere receptacles installed within 6 feet of a kitchen sink to serve counter top surfaces shall have ground-fault circuit-interrupter protection for personnel. (FPN): The intent of this subsection is to permit the exemption of receptacles which are located specifically for appliances such as refrigerators and freezers from ground-fault circuit-interrupter protection for personnel. GFCI Protection for Personnel Receptacles in the Vicinity of Kitchen Sinks 270-5(a)(5) i-6-----H i-6-------4 -.- ' GFCI GFCI GCI 66' ee ii GFCI PLtNBDG (UNIFORM PLBThG CODE) 158. Show water heater size, type -d--.ir.een on plans. UPC, Section 1301. 159 Note on the plans that "combustion air for fuel burning water heaters will be provided in accordance with the Uniform Plumbing Code". Fuel combustion water heater shall not be / installed in clothes closets, in a bath or bedroom, or in a closet opening into bath or bedroom. UPC, Section 1309. Provide adequate barrier to protect water / heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. 8/6/92 11 Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 163 Show that water heater is adequately braced to resist seismic forces. UPC, Section 1310. Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). Provide clothes washer hook-up for each unit. Title 24, Part 3. New water closets and associated flushometer ( valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). NOISE INSULATION (rxlpLxEs) 167' Show details of duplex coon (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. Show how penetrations of assemblies for ( piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or 2:—ns-u1_at-~d—to_ maintain required sound transmission rating. Title 24. iØ 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 24. NOTE: Plans submitted after January 1, 1993 must comply with the new energy standards. Provide plans, calculations and worksheets to f show compliance with current energy standards. 171. The 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. 172 All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. 173. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist." Show the make, model and efficiency of the space heating (or cooling) system. 175 For room additions, show compliance with the energy standards. Saiie4. A-LL A' 6LA7-' yiSY I!€ QtJ,c Provide fluorescent general lighting (40 lumens per watt) in kitchen(s) and bathrooms. Provide a note on the plans stating "All new glazing (fenestrations) will be installed with a certifying label attached, show the U value." CARLSBAD S.F.D. & IXJPUX SUPPLDONT Energy conservation design should be for Zone 1/79/ Floor drains must have auto-prime (city policy). For gas piping under slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. Note exhaust fans cannot be ductless type (city policy). 12. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). l6 ' 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). 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). 5111/93 12 Incorporate the waterproofing details, on the ( 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. 187 A-li "e'-esid-e.n.t4-al-- bu11d1ng3, including -dditris--uie---a---soi-1-s kiuit. Please submit 'ep4-0r- - -a4ien-4s'4im±ted-- t uiestorrnOO sq. c, in ar then ---.co4 --.roo:t .c .iot reqrd. Esgil Corporation will advise the City to place their soils notice stamp on the plans. Heavy timber framing, minimum 6" x 10" beans ( 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). All structures require a Class B roof covering, ( except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. City Ordinance 9792 requires two parking ( spaces/unit with clear area of 20'x2O' i.e. no washing machines, etc. Show compliance. Have changes been made to the plans not resulting from this correction list? Please check. Yes No The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 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, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. Enclosures: Only tank-type water closets that use an ( average of 1.6 gallons of water per flush or less, and urinals and associated I lushometer valves, that use an average of 3. gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. )4IscLLANxJs 192 Please see additional corrections, or remarks, on the following. page. 193. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Gmade Please indicate here if any changes have been to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. 1/8/93 13 &I Ag F frtL S i 77t 6; co M,4 IA) & Thyt u C iA-t 7 (s -& cyJ u' G (O S - T (/SflrJG EI CCA 'F Y ThL - C 4V 6 S A -r T P? '-c H 1$ - LjiL1 Pt1 COL'-JS STS5 Li;fl+ T?+ f,vc64O L C— '/ S F i O P 1 Th VAZ —' m -w-& s-&s A1 -m ,UEt FrL' 'y03 0 ___T EY Pao p IpSJT i€' L)k fO.ST At2 FTJ 6 i&. 6 A QE 4) tJA TE i' i- TWc PW '/ -- 6 F T €- i-v T*E / 7 4-va CAM / ,' ( fT- A (1 Vffi —f C, M-- F-/z uN r fcooT A) ( ( Mt Q v A'r fl — A)f ca T)1 F-007-7" C, .ç c)AJ T) ?(A/vs /V lcMt 77i -7-J( £€- '-' m Pt* (oo ei Qoi S ftO 114 ,i-S DEC f cox-00.., L kL( S A IL Mi C. 3 CV fz4-i F (rQ1uTh'-./(, 7f €X7)E-(tht LLJkS CcsS OJT A-L(. peT°nis Th41 Do NOT 'V'f(-), 0"-! 7 4A1,1 f i' 7-74 ioO 1,.j c,- t n- GAc 07193 Date :. ______ Jurisdiction CARLSBAD Prepared by t7ETE fsi*fz. VALUATION AND PL CHECK FEE Bldg. Dept. Esgil PLAN CHECK NO._3 -Sa3 BUILDING ADD-S ass-i .ST APPLICANT/CONTACT PHIONIE, NO. BUILDING OCCUPANCY - R-3 /i DESIGNER PHONE______________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AR VALUATION ULTIPLIER VALUE 3 /DJD ZJL7fl,/ 7o0 _L _s I 1700 - 6A( Zoa S7ic7 t ()-lE I. _____ I_ I -1 AirConditioninz. Cornrnerca1 Residential Res. or Comm. Fire _Sprinklers Total Value ?SQ9 .• C) Building Permit Fee $ Plan Check Fee S S 16° -70 C0MMWTS SHEET OF - 12/87 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB DATE /3/93 ADDRESS 2ff/ L141 S/ (~ =RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL $10,000-00) VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHE PLANNER DATE ENGINEER /vk DATE C:\WP5 1 \FILES\BLDG.FRM Rev 11/15/90 PLANNING 0-IECKUST Plan Check No.-5-2.3 Address 8I Lee-k St. Planner DAVID RICK Phone 438-1161 ext. 14328 (Name) AP N: ou Type of Project and Use Zone Facilities Management Zone 1H __ Legend [tern Complete (5t) [tern Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review. Required: YES - NO //TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES - NO 'YPE 'k APPROVALJRESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: WOW Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval California Coastal Commission Permit Required: YES - NO -. DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 2/0 C3 Landscape Plan Required: YES ___ NO See attached submittal requirements for landscape plans Site Plan: {?I E 7 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 7 F7 • 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 3. Provide legal description of property. 0 4. Provide assesso?s parcel number. Zoning: (1'E] 0 Setbacks: Front: Required .,20' Shown 3' Inc. Side: Required -5' Shown (7' Street Side: Required 4' Shown v/"- Rear: Required 0' Shown ' Lot coverage: i 6 c 0 Required Shown 9' 5 0 Height: Required 36' Shown /3" ' 0 Parking: Spaces Required 2. (çit9Shown ' Guest Spaces Required Shown 0 0 0 Additional Comments_______________________________________ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE PLNCK. FRM