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HomeMy WebLinkAbout2443 TUTTLE ST; ; CB930569; Permitc4* B U I LDI N G PERMIT Permit No: CB930569 07/06/9,33-10:45 Project No: A9300837 Page 1 of I Development No: Job Address: 2443 TUTTLE ST Suite: Permit Type: RESIDENTAL ADD/ALT Parcel No: 155-160-15-00 rot#: 3008 07/06/93 0001 01 02 Valuation: 25,899 Construction Type: VN Occupancy Group: R3 Ref erence#: Description: 291 SF ROOM ADD NEW BEDRM/DEN S Appl/Ownr : IDEAL CONST. 2958 MADISON AVE #101 CARLSBAD,CA 92008 CONTRACTOR : IDEAL CONST.'' .4.62108 619-438-0470 2958 MADISOJN'ST CARLSBAD,A 92 *** Fees Required . F 9e e & Credits - ---- Fees: "10- Adjustments: / L'jii 1 ti,: .00 Total Fees: I .. - aym .. : 168.00 I .., ....- a D 282.00 Fee description I its e t Ext fee Data Building Permit I 259.00 Plan Check . - 168.00 Strong Motion Fee \ 3.00 * BUILDING TOTAL 0 430.00 Enter "Y" for Electri' Ii COTED 1952 10.00 Y Enter "Y" for Remodel\ 10.00 Y * ELECTRICAL TOTAL 1,9 g? 20 .00 C-PRMT 282.00 Status: ISSUED Applied: 06/11/93 Apr/Issue: 07/06/93 Entered By: JPY 619-438-0470 LCLEAIAPPR0V INS DATE CE_- CIT OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 0"4 ?o''/ PERMIT APPLICATION City of CarLsbad BuiLding Department 2075 Las Palms Dr., CarLsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE A - U Commercial U New Building U Tenant Improvement B -0 Industrial 0 New Building 0 Tenant Improvement C -0 Residential 0 Apartment 0 Condo 0 Single Family Dwelling .ddition/Alteration Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical C Plumbing Mechanical 0 Pool D Spa 0 Retaining Wall 0 Solar 0 Other__________ PLAN CHECK NO. ?3 -5~, ESE VAL PLAN K DEPOSIT _____ VAIJfl RY I 2. FOR OFFICE USE ONLY Nearest Cross Street 44Q.5 2708 06/11/93 0001 01 02 LEGAL DESCRIPTION Lot No. Subdivision Name/Number - DMT Unit No. Phase No. CHECK BELOW IF SUBMITTED: 02 Energy Calcs 02 Structural Calcs 02 Soils Report DI Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK ôL-D 4i?viiO".) 1'b tL)& Oà€ 4Z/J7 44eej( /2 go SQ. Fr. 3 ?)/ # OF STORIES / (1JNIi111 PEI4JN (ii clitlerent from applicant) NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE 4 APPLICANT OtONTHA(IUR UA(iENI FUR WWITKA(IUK DOWNER UAGLN.FUR OWNER NAME JDSW4. 4),.s7-#.atD0i ADDRESS 9S3 A44VjIM CITY V/J/j9j) STATE d4.- ZIP CODE IS019,8 DAY TELEPHONE 4.9 rlt'..we.itl I UVVNr.It NAME f)f Ljj) ADDRESS 4244' 74f 7-r-4 S CITY C4-F14fMJ*) STATE43C ZIP CODE DAY TELEPHONE lad- 14Ø CX)NTEAC'BJR NAME IOa urz't 4. ADDRESS 4 Vleol, CITY e414J44O STATE Q. ZIP CODE 9Ot36 DAY TELEPHONE STATE LIC. #1frZIOt LICENSE CLASS 'f CITY BUSINESS UC. # CITY STATE 1Q ZIP CODE 9 IJ DAY TELEPHONE '45-â422) STATE LIC. # WORKERS WMPENSATION 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. Q. INSURANCE COMPANYI.5'747? rC~11 POLICY NO. IOM31414111EXPIRATION DATE /—J- 911 my ....m. p..m ....mm. so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE OWNER-BUILDER DF.UARATION Owner-Builder Declaration: I hereby affirm that I am exempt From the Contractors LIcense Law For the following reason: 1, 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). 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 [$500]). 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 ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES 0 N Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES ONO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MST OR IS MEETING THE REQUIREMENTS OF ThE OFFICE OF EMERGENCY SERVICES AND THE AIR I01,11T11ON CONTROL DISTIuCr. 9. CONSTRUCTION LENDING AGENCY LENDER'S NAME /V - LENDER'S ADDRESS I certify that I have read the application and state that the above information 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 ThIS PERMIT. OSHA. An OSHA permit is required for excavations over 5,0" 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). APPLICANTS SIN,JRE / J DATE: //-. 3 CITY OF CARLSBAD INSPECTION REQUEST PERMIT#CB930569 FOR 09/23/93 DESCRIPTION: 291 SF ROOM ADD NEW BEDRM/DEN TYPE: RAD JOB ADDRESS: 2443 TUTTLE ST APPLICANT: IDEAL CONST. PHONE: CONTRACTOR: IDEAL CONST. PHONE: OWNER: PHONE: INSPECTOR AREA PY PLANCK# CB930569 0CC GRP R3 CONSTR. TYPE VN STE: LOT: 619-438-0470 619-438-0470 REMARKS: MH/RAY/438-0470 SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 NE Final Mechanical INSPECTOR ACT COMMENTS INSPECTION HISTORY ***** DATE 092093 091793 091693 081093 080993 080693 080693 080493 080393 072993 072993 072093 071493 071293 070993 070793 DESCRIPTION Final Combo Final Combo Final Combo Interior Lath/Drywall Interior Lath/Drywall Insulation Service Change/Upgrade Rough Combo Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Rough Electric Roof/Reroof Frame/Steel/Bolting/Welding Ftg/Foundation/ Piers Ftg/Foundation/Piers Ftg/ Foundation/Piers ACT INSP CA PY CA PY CO PY AP PD CA • PY AP PK AP PK AP PD CO PD CO PD CO PD AP PY AP PY AP PY CA P1 CO PY COMMENTS • BY IDEAL OK TO RELEASE NOT READY SEE CORR LIST SUB FL000R SEE LIST ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 - SAN DIEGO, CA 92123 (619) 56G1468 DATE: flAP2XJCANT JURISDICTION: cA1ZLSAD OPLAN CHECKER []FILE COPY PLAN CHECK NO: S9 SET: ODESIGNER PROJECT ADDRESS: Z//3 7v77LE. ST PROJECT NAME: .Jö LYAJ A 00 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 91 with the jurisdiction's building codes when minor deficien- cies identified 13,610&) are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies E, identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ri The check list transmitted herewith is for your information. U 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 II jurisdiction to return to the applicant contact person. The applicant's copy of the check list, has been sent to: Ic.Esgil staff did not-'advise the applicant contact prson that plan check has been completed. . fl Esgil staff did-advise applicant that the 'plan check has been completed. .. Person contacted:_ . /1 - I Date contacted:' _.. Telephone ? REMARKS:Cl_lb P( ,4C7? 'SOI S,vOT CL By: _F;.C- Enclosures:____________________ ESGIL CORPORATION LOG- DGA 11CM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560I468 P APPLICANT ISDICT CxiC(R OFILE COPY DUPS Q.DESIG!ER DATE: - JURISDICTION: CARLSBAD PLAN C1ECK NO: q3- 5' SET: PROJECT ADDRESS: 2-&ty3 rvrrL sr- PROJECT NAME: _7C.SL'_A_JO U The plans transmitted herewith have been corrected where necessary and substantially comly with the jurisdiction's building codes. The plans transmitted herewith will substantially comply U with the jurisdiction's -building codes when minor deficien- cies identified are resolved and checked by building department staff. -- The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. wn The check list transmitted herewith is for your information. '' The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. Q The applicant's copy of the check list is enclosed for the jurisdiction, to return to the applicant contact person. 0-71 The, applicant's copy of the check list has been sent to: DEA-t CMTtVC.1)0AJ zqss UON Ai/(.L. # IO(. CJ4RLSSA6 C* noo Esgil staff did not advise the applicant contact person that PJ plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted:_______________________ Date contacted: Telephone 0 REMARKS: By:_ Pr Enclosures: ESGIL CORPORATION DGA C3 CM PL&N CHECK N0: -S69 JURISDICTION: CITY OF CARLSBAD IX: JD_& CON C_r) ()t.J :-i PROJECT ADDRESS: -a YS' 3 71i7fl e S r FLOOR AREA: IDRIFS: O?c - PIN a)xmcIcN r cm OF CARLSBAD SINGLE FA)Y AND DUPLEX ThILThI POREW0RI 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 214 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 Sec. 303(c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To smeed un the recheck process. note on this list (or aco1v)_ where each correction item has been addressed i.e.._ plan sheet, _specification, _etc. Be sure to enclose the marked uv list when you submit the revised plans. Date plans received by jurisdicti5n: Date plans received by Esgil Corporation: Date initial plan check completed: (t3 (3 By:JE 7E_r-7SCetEt Applicant contact person: Telephone: _i38_0V70 NOTE: PAGE pinjs ARE NOT ni SZQ=CZ AS PAGES BAVUIG NO 1lS 1ThG CORREMONS WE DV1.T. List No. 2, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1991 UBC) PLANS Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 1208, San Diego, California 92123, j (619) 560-1468. Please male all corrections on the original tracings and submit two new sets of prints, 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. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications 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 expiratijr. date of license. (California Business and Professions Code). fr' 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). / Provide a statement on the Title Sheet of the I 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). Indicate distance from property lines to proposed construction. Section 302(d). l7 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. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below or sticky back. 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. ITI REQ. IF REMARKS NECKED SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESIRESSED SI.. FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED FIRE PRO'flON 1/. Exterior walls closer than 3 feet to property I lines shall be one-hour rated construction and have no openings. Table 5-A. 8/5 /92 2 1/. Exterior walls closer than 3 feet to a property line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. See Section 1710 for possible exception. 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 tector with battery backup: () Inside each bedroom. PEN Centrally located in corridor or area giving access to sleeping rooms. On each story. In the basement, if part of the dwelling unit. 4. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. 1. 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 all sleeping areas of the unit. Section 1210. 20. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 19 above, except that smoke detectors added at existing construction need only be -battery powered. -. - Section 1210. e1), );1!I I$) ,4 Habitable rooms, other than kitchens, shall V 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 71 0" in any dimension. Section 1207 (c). 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 1206. Basements in dwelling units shall comly with 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 2ft" 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 (c). 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). 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). 30. Note that the discharge point for exhaust air C~ 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, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). 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 3J' Show safety glazing in the following ( locations, per Section 5406(d): Where the nearest edge of glazing is within a 24-inch are 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 -011 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). .3(. 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 1 mezzanine floor and is, by Uniform Building Code definition, a story. Section 1717. 3/. Dwellings used for daycare for 7 to 12 children I shall comply with the special requirements in Chapter 12 of Title 24. TS. SIAAYS, AND RAiLDiGS 4' Floors above the second story shall have not T 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). Required exit doorways shall be not less than 36" in width and not less than 6'8" in height. 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 611. Section 1712. 41. Show how guardrail connection details are I' adequate to support 20 pounds per lineal foot at a right angle to the.top rail. Table 23-B. Provide stairway and landing details. Section ' 3306 (b), •(c) 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 8" maximum and run 9" minimum. Minimum headroom is 61 -81t. 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. 4y? 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). 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). L1. 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 1 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. Ma,jmum 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. 5( Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). 3/ 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. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (m). 5 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). R00FD 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. 5/. 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. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. 4'. Plastic skylights must be separated from each ( 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 at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. -Section 3205 (c). 6/. 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 aid 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. 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. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common 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) 4. 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 7,L Garages are not permitted to open into a room 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. Show 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: 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). 7 Provide an 1811 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). s'!.!i 0 (.)I 4) .;Ip I ;i 7/ Per soils report, note on the plan the soils ( classification, whether or not she soil is expansive and the allowable bearing value. Section 2905 (c). The foundation plan does not comply with the ( soils report recommendations for this project. Please review the report and modify design, motes 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 recommended 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: 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). 82. Show height of all fcundation walls. Chapter 23. fl(6i+r Show height of retained earth on all foundation walls. Chapter 23. 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" minimum Above finish grade. Section 2907 (a). 86. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). /1'. Dimension foundation per U.B.C. Table Floors Footing Supported* Steiwall 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. ~V Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (f). 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). 9K 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. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). 7/. i. 5/22/92 6 9J,ø( Show on the plans stepped footings for slopes I 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. 9'( Show pier size, spacing and depth into / undisturbed soil. Table 29-A. Show minimun underfloor access of 18" x 24". Section 2516 (c)2. Show minimum underfloor ventilation equal to 1 I sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cress ventilation on at least two approximately opposite sides. Section 2516 (c) 6. FRAKEW 97( Show wall bracing. Every exterior wood stud I 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. In 2-story buildings, shear paneIr at the I 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. i$. 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). 102. Show blocking at onde-4 at supports of floor joists, It tarier a1ls. Section 2517 (d) 3, 2517 (Ii) 7. , u& FtocY. 8 &4'-'' C 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. 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 (h) S. 19 Show rafter purlin braces to be not less' than 1 45 degrees to the horizontal. Section 2517 (h) 6. ip Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 107 Show nailing will be in compliance with Table 25-Q. Show or note fire blecks at the following I locations per Section 25.6 (f): In concealed spaces of stud walls and partitions, incluig furred spaces, at the ceiling and fzr 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 sraces 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. Show stud size and spacing. Maximum allowable ( 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. 1L 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 2505. 13.i. Detail all post-to-beam and post-to-footing I connections and reference the detail to the plan. Section 2516 (a). Dr4ag-4wA Detail shear transfer connections, including floor diaphragms, 4...shear—.W041s. Section 2513. .5 (fOj. . Pft.A l 7Y.4,v. 4-i r?+c FOOT,J D 1iL$ 5/22/92 7 l/ Specify nail size and spacing for all shear ( walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, .7, K and Section 4714 (d)]. Provide truss details and truss calculations I for this project. Specify truss identification numbers on the plans. 171. Shcw 1/2" mini== clearance between top plate I of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Provide roof framing plan and floor framing plan. Section302 (d). V. Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 13/ Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). Provide calculations for lateral loads, shear " panels, shear transfer and related. Section 302 (b). l,i. 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.) 12(. 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. 1$. 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. 1)1. Show location of attic access with a mini== ( size of 22"x3011, 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). 134'. Show location of attic access with minimum size 22" x 30". Section 3205. 12/' 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. 1. Specify plywood and/or particle board I 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 I ridge as a beam. Section 2517 (Ii). 113. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). i4 If foundation cripple wall studs are less ( than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. 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. MANICAL (UNIFORM MANICAL cx,DE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 5/22/92 8 I 138 Show the size, location- and type of all heating and cooling appliances or systems. 139 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. UBC, Sec. 1212. 140 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. 141 Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. 142 Furnace shall not be installed in any bedroom, Ic bathroom or in a closet or confined space with IT access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. ,, Section 704 UMC. )143 Show source of combustion air to furnace, per . chapter 6, UMC. 144 Show access to the attic containing equipment ? 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. 145 Note that passageway to the attic furnace ,.. shall be unobstructed and have continuous .J solid flooring not less than 24 inches wide, not more than 20 feet in length through the ' attic. Section 708 UMC. 146 Show permanent electrical outlet and lighting fixture controlled by a switch for furnace ' located in attic or underfloor space. Section o 708 & 709 UMC. 147 Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. i(. Provide dryer vent to outside. UMC, Section I 1903. 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. Show on the plan that receptacle outlets I comply with 1990 NEC Art. 210-52(a), which reads as follows: In every kitchen, dining room, parlor, library, den, sunroom, 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 spact 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(a) -. SU:M2 Pane!s ot Doors .17g. Show I.C.B.0. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.0. approval or Table 37-B. 14j Note on the plans that approved spark ( arrestors shall be installed on all chimneys. Section 3703(h) l. Note on plan: Gas vents and non-combustible 1 piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (c). 8/5/92 9 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 Rece cle Outlets Counter Tops 270.52(c) 17. 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 ball length shall be considered the length along the centerline of the hail without passing through a doorway. Dwelling Unit Receptacle Outlets Hallways 270.52(h) I I__ 1 C - - LJ . _ çaR per; :.; ;e1 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 wi-th 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, other 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) Other 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. iø. Show on the plan that ground-fault circuit- interrupter protection complies with 1990 NEC Art. 210-8, which reads as follows: (a) Dwelling Units. All 125-volt, 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 20- ampere 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 cit 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 receptaàle 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 220-4(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 a'pliances such as refrigerators and freezers from ground-fault circuit-interrupter protection for personnel. GFCI Protection for Personnel Receptacles in the Vicinity of Kitchen Sinks 27 0.8(e)(5) L.__ •__ .••_ 0 0 0 0 GFCI GFCI ee p7 I - GFCI GFCI PLTJ?GDIG (UNIPO4 PLThBThG cXOE) 1. Show water heater size, type and location on plans. UPC, Section 1301. 14. Note on the plans that "combustion air for fuel burning water heaters will be provided in accordance with the Uniform Plumbing Code". l). 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. 3/1. 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 I 6V Show T and P valve on water heater and show / route of discharge line to exterior. UPC, Section 1007 (e). l6.2' Show that water heater is adequately braced to I resist seismic forces. UPC, Section 1310. V4. Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). li Provide clothes washer hook-up for each unit. Title 243, Part 3. 1. 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 flushoneter 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 (DUPL. 16/. Show details of duplex common (party) walls I 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. 16/ 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 24. ,/Provide insulation in walls and ceiling to .achieve SIC 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 show compliance with current energy standards. 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. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. 1)4': Specify on the building plans all of the ' mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist." 174 Show the make, model and efficiency of the space heating (or cooling) system. a WA )iEj VAIIT For room additions, show compliance with the energy standards. See attached. (3 Provide fluorescent general lighting (40 lumens per watt) in k-itehe,(!) ....d bathrooms. 177 Provide a note on the plans stating "All new glazing (fenestrations) will be installed with a certifying label attached, show the Ii value." Energy conservation design should be for Zone 7. Floor drains must have auto-prime (city policy). )/0-- For gas piping under slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. 181 Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed ( to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). lAll 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). 5/11/93 . . 12 Incorporate the waterproofing details, on the ( attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 186 Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. -a-- LM Ii!P!'W' IJt! submi.t-4wo—eepes.---- Exeeptioni— If a m addt4on-4s.-14mbed t, -,J -i8OOs. requ±rth Esgil Corporation will advise the City to place their soils notice stamp on the plans. 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). 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'x20' i.e. no washing machines, etc. Show compliance. Only tank-type water closets that use an ( average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 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. Have changes been made to the plans not resulting from this correction list? Please check. es 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_________________ ParE 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: 31. 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. 194. Please indicate here if any changes have been made to the plans that are not a resu1t of corrections from this list. If there are other changes, please briefly describe them and where they are located inthe plans. 1/8/93 13 Y RJIRCrS FOR RThDTIAL R0fl ADDITIONS - a.D4AIE ZONE 7 COMPONENT D-0-o f t4 100-499 fa \ 500-999 fa >000 fa INSULATION Ceiling R-19 —RV. R-30 R-30 Wall R-13 R-13 R-13 Floor R-13 R-19 R-19 R-19 £t SECTOM GLAZING (F'ESIRAT1ON) Type Dual -Dua1- Dual Dual % of added floor area 150 sq. ft. Ot-removed 20% + Remove& 20! SHADING n/a .662 .662 Req.3 Req.3 ij.ii. MASS n/a SPACE HEATING Note (no electric allowed) 78%AFUE4 78%AIUE4 78%AFUE4 If Gas, efficiency If Heat Pump: Split System, efficiency= 6.8HSPF4 6.8HSPF4 6.8HSPF4 Single Package System, eff.= 6.6HSPF4 6.6HSPF4 6.6HSPF4 SPACE COOLING If Split System, eff. Note 10.OSEER4 10.OSEER4 10.OSEER4 If Single Package, eff.= 9.7SEER4 9.7SEER4 9.7SEER4 WATER HEATING Note Note Note Note 20% of added floor area plus the area of any glazing removed because of the addition. A coefficient of 0.66 will be assumed to be provided when dual glazing is used. If the addition will be on top of existing construction, and: (a)If the addition has conditioned area below all portions, then no thermal mass is required. (b)If the addition will be over non-conditioned area (partially or wholly) in a building mostly of raised- floor construction (after the addition), then thermal mass is required in the addition (equal to 5% of the area of the addition that is over non-conditioned space). This may ,be provided by showing a 2" concrete slab at hearths, countertops, etc. (c)If the addition will be over non-conditioned area in a building mostly of slab-on-grade construction (after the addition), then no thermal mass is required. If the addition will be at the ground floor, and: _.. ' (a)If the addition will be in a building mostly of raised-floor construction (after the addition), then thermal mass is required in the addition (equal to 5% of the added conditioned footprint area). This may be provided by showing a 2" concrete slab at hearths, countertops, etc. (b)If the addition will be in a building mostly of slab-on-grade construction (after the addition), then thermal mass is required in the addition (equal to 20% of the added conditioned slab-on-grade floor area). This may be provided by covering a portion of the slab-on-grade with tile, wood, etc. If the existing system will be utilized (if no additional systems are needed to provide UBC heating require- ments), there are no special requirements, 'other than mandatory insulation for any extended ducts, etc. If the total number of water heaters increases in the residence, then calculations must be submitted to show that the entire existing-plus-addition system meets the water heating energy budget. ER-RA-7 Date Jurisdiction _CARLSBAD Prepared byt E3 Bldg. Dept. 7E F7 SC fi-U VALUATION AND PLAN CHECK FEE o Esgil PLAN CHECK NO- _—S9 BUILDING ADDRESS Z','3 71C APPLICANT/CONTACT PHONE NO. BUILDING OCCUPANCY DESIGNER PHONE_____________ TYPE OF CONSTRUCTION ,v CONTRACTOR PHONE___________ BUILDING PORTION BUILDING ARk VALUATION MULTIPLIER \'ALUE 93 AE'D 2'71 ____L• -J Air Conditioninz Commercial I i - Residential Res. or Comm. Fire Sorinklers Total Value is- Bi.i1djn Pezmt Fee $_. Plan Cheek Fee S $ COti MEN 1S SHEET ( OF 12/87 City of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: _/4/u PLANCHECK NOZ9 73 BUILDING ADDRESS: PROJECT DESCRIPTION: -7/ ASSESSOR's PARCEL NUMBER: V-3-/ '/ EST. VALUE___________ ENGINEERING DEPARTMENT // . APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. DENIAL Please see the attached report of deficiencies marked with1K Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to.this office for review. By: £nk' Date:______ By: - Date:.' By:_ Date:________ ATTACHMENTS Dedication Application O Dedication Checklist Improvement Application Improvement Checklist O Future Improvement Agreement NAME: ADDRESS: CONTACT PERSON PHONE: P:docs\chkl9t\bp0001.frm REV 6/5/92 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST SITE PLAN 3rd/ I?1 0 0 1. Provide a fully dimensioned site plan drawn to scale. Show: G?. North Arrow Q. Property Lines EaSements Existing & Proposed Structures E. Easements Existing Street Improvements F. Right-of-Way Width & Adjacent Streets 0 0 2. Show on site plan: Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes El' 0 0 3. Showon a section drawing or include a note stating that there is a minimum of 6" difference between the finished floor and the finished grade elevation adjacent to the / structure. 0 4. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." W~2 On graded Sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.); 5. Include on title sheet Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION P:doc6\chkIstbp0001Jrm Page 1 of 4 . . REV 6/5/92 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE lit, V 2nd./ 3rd,/ DD 6. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by: Date:__________________ DEDICATION REQUIREMENTS 0 0 7. Dedication for all Street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $______________ -pursuant to Code Section 18.40.030. Dedication required as follows: Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by Date:___________ IMPROVEMENT REQUIREMENTS O 0 0 8a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ ,j-- -pursuant to Code Section 18.40.040. PUblic improvements required as follows: Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities, posted and fees paid prior to issuance of permit. Attached please find an application form and submittal 'checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: Date: P:docschkIstbpOOO1.frm Page 2 of 4 :- REV 8/5/92 V2nd./ DO 0 8b. BUILDING PLANCHECK CHECKLIST Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $_ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows:_____________________________ /. 0 0 0 8c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreernent completed by: - / Date:__________________ EI' 0 0 8d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiaôent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. O Cl 0 9a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). O 0 0 9b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together withthe completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: 0 0 9c. No Grading Permit required. BUILDING PLANCHECK CHECKLIST P:\doc9\chk19t\bp0001.frm Page 3 Of 4 REV 6/5/92 MISCELLANEOUS PERMITS. .1 sjp/ 2nd' 3rd,/- 10. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or. I . private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways. A separate Right-of-Way permit issued by the Engineering Department is required for the following: Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on'the attached Right-of-Way checklist, at the time of resubmittal. 0 0 11. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 0 0 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. . . Industrial waste permit accepted by: Date: . P:docs\chk1st\bpOOO1.frm Page 4 of 4 REV 6/5/92 CALCULATIONS WORKSHEET EDU CALCULATIONS: EDU's: ADT CALCULATIONS: ADT's: IIA FEES REQUIRED: WITHIN CFD: DYES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) DNO i. PARK-IN-LIEU FEE PARKAREA: FEE/UNIT:_________ 0 27RAFFIC IMPACT FEE ADT's:. FEE/ADT: 3. BRIDGE AND THOROUGHFARE FEE ADT's: FEE/ADT:____________ 0 4. FACILITIES MANAGEMENT FEE ZONE: FEE/EDU:_________ . PUBLIC FACILITIES FEE O 6. SEWER FEES PERMIT No. EDU's: FEE/EDU:_________ BENEFIT-'AREA: FEE: 0 7. SEWER LATERAL REQUIRED (2,500 DEPOSIT) REMARKS: P:tdoc.chkI.tbp0001.frm REV 6/5/92 PLANNING CHECKLIST Plan Check No.. Planner j q3-94 Adress JW144 . '/t/ Phone 7W4Ie 438-1161 ext. i/%94 APN:- / Name) V V 0 Type of Project and Use 5P Zone . A-f2 - I Facilities Management. Zone Legend [tern Complete I . (,V . Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified /D D Environmental Review Required: YES - NO TYPE DATE OF COMPLETION: Compliance .with conditions of approval? If not, state conditions which require action. Conditions of Approval 0 0 Discretionary Action Required: YES NO .2~ TYPE APPROVALJRESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 0 California Coastal Comnisthon Permit YES NO - DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 921084725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Z'0' 0 . Landscape PLn' Required: YES ---NO,_.., ••- I \ See attached submittal requirements for landscape plans c Site Plan: Provide a fully dinensioned 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. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to.build.ing, existing topographical lines, existing and proposed slopes and driveway. - 0 0 3. Provide legal description of property. 0 0 4. Provide assessor's parcel number; / Zoning: . / 0 0 Setbacks: - Front: Required 20 Shown Int. Side: Required - Shown Street Side: Required to Shown i- / Rear: Required - Shown - I 0 0 Lot coverage: Required - Shown - 0 0 Height: Required Shown - 0 Parking: Spaces Required . . Shown - Guest Spaces Required - - Shown 0 Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE - • /7 PLNCI( FRM STATE OF CALIFORNIA—THE RESOURCES AGENCY PETE WILSON, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST AREA 3111 CAMINO DEL RIO NORTH, SUITE 200 SAN DIEGO, CA 92)08-725 EXEMPTION LETTER (69) 52-8036 This is to certify that this location and/or proposed project has been reviewed by the staff of the Coastal Commission. A coastal development permit is not necessary for the reasons checked below. The site is not, located within the coastal zone as established by the Californi.a Coastal Act of 1976, as amended. The proposed development is included in Categorical Exclusion No._________ adoited y theCalifornia Coastal Commission. ''"'The propos'e'dévelopment is judged to be repair or maintenance activity not resulting in an addition to or enlargement or expansion of the object such activities (Section 30610(d) of Coastal Act). V The proposed development is an improvement to an existing single family residence (Section 30610(c) of the Coastal Act) and not located in the area between the sea and the first public road or within 300 feet of the inland extent of any beach (whichever is greater) (Section 13250(b)(4) of 14 Cal. Admin. Code. The proposed development is an improvement to an existing single family residence and is located in the area between the sea and the first public road or within 300 feet of the inland extent of any beach (whichever is greater) but is not a) an increase of 10% or more of internal floor area, b) an increase in height over 10%, or c) a significant non—attached structure (Sections 30610(a) of Coastal Act and Section 13250(b)(4) of Administrative Regulations). (OVER) Page 2 The proposed development is an interior modification to an existing use with no change in the density or intensity of use (Section 30106 of Coastal Act). The proposed development involves the in.staTlätion, testing and placement in service of a necssary utility connection between an existing service facility and development approvd in accordance with coastal development permit requirements, pursuant to Coastal Act Section 30610(f) The proposed development isan improvement to structure other than a single family residence or public works facility and is not subject to a permit requirement (Section 13253 of Administrative Regulations). The proposed development is the rebuiidingof a structure, other than a public works facility,, destroyed by natural disaster. The replacement conforms to all of the requirements of Coastal "ActSection 30610(g). Other: Please be advised that only the project described above is exempt from the permit requirements of the Coastal Act. Any change in the project may cause it to lose its exempt status. This certification is based on information provided by the recipient of this letter. If, at a later date, this information is found to be incorrect or incomplete, this letter will become invalid, and any development occurring at that time must cease until a coastal development permit is obtained. Truly yours, By: gilt pok.." Title: 2 4Z4-1a_( Pf'P-vJ..-.- 6630A