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Home My WebLink About1820 BIENVENIDA CIR; ; CB931367; Permitr -. BUILDING PERMIT Permit No: CB931367 01/10/94 10:07 Project No: A9301957 Page 1 of 1 Development No: Job Address: 1820 BIENVENIDA CR Suite: Permit Type: RESIDENTAL ADD/ALT Parcel No: 207-250-51-00 Lot#: Valuation: 44,322 Construction Type: VN Occupancy Group: R-3 Reference#: Status: ISSUED Description: 498 SF ADDITION / ONE STORY Applied: 12/21/93 Apr/Issue: 01/10/94 I I _- 5383 $~3.:~&,~ip '+;;(:; .. n ,. ..: '>'+T i.7;; ,, r:,.! i' . . Entered By: MDP Appl/Ownr : WESTERN CONSTRUCTION 619 729-7177 3138 ROOSEVELT STREET # CARLSBAD, CA. 9 *** Fees Required *** Fees : 7 4A Adjustments: Total Fees: Fee description ..................... 1 Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Plumbi Each Plumbing Fixtur Each InstalURepair Gas Piping System * PLUMBING TOTAL Enter "Y" for Electric Is I Enter "Y" for Remodel * ELECTRICAL TOTAL Enter 'Y' for Mechanical Issue F Other * MECHANICAL TOTAL , .oo 248.00 492.00 Ext fee Data --------------- 382.00 248.00 4.00 634.00 20.00 Y 28.00 7.00 7.00 62.00 10.00 Y 10.00 Y 20.00 15.00 Y > 9.00 9.00 FURNACE 24.00 I n CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 P City of Cerlsbad Building Departlent 2075 Las Pelmas Dr., Carlsbad, CA 92009 (619) 438-1161 C - 0 Residential 0 Apartment 0 Condo 0 Single Family Dwelling 0 AdditionIAlteration 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing OMechanical OPool 0 Spa ORetaining Wall OSolar OOther 2 PROJECTINFORMAION A - U Commercial U New Building U Tenant Improvement B - 0 Industrial 0 New Building OTenant Improvement FOR OpFlQE USE ONLY PLAN CHECK NO. 73- (367 i VAUD. BY 0 2 Energy Calcs DESCRIPTION OF WORK 0 2 Structural Calcs 0 2 Soils Report 0 1 Addressed Envelope USE # OF STORIES it aitterent trom appricant , &SC\/tfl ST STL IY\ 3cy6;rz~~& *ADDRESS 3 1 3 CITY STATE ZIP CODE 4 DAY TELEPHONE Yz5 - 7 1 7 7 UAGP UOm UA- It I\ I' II NAME I 1 I\ 1 ADDRESS CITY ' STATE ZIP CODE DAY TELEPHONE STATE LIC. # Workers' Compensation Declaration: I hereby attirm that I have a certihcate of consent to selt-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). 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 (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 [SSOO]). 0 0 Business and Professions Code for this reason: SIGNATURE DATE COM-: 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? Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? IF ANYOFTHE ANSWERS ARE YES, A FINALCER~CATEOFWCUPANCY MAYN0TBEISsUEDAFlER.M.Y 1,1989 UNLESS THE APPLIC4NT HAS MIX OR IS MFEllNG THE REQW"l5 OF TILE OFFICE OF EMERGENCY SERVICES AND THE AIR POILunoN CONTROL DISIRICX. 1 hereby attirm that there is a construction lending agency tor the performance 01 the work for which this permit is issued (Set 3- I Civll Code]. 0 YES 0 NO 0 YES [I NO 0 YES 0 NO LENDER'S NAME LENDER'S ADDRESS 1 certity that 1 have read the application and state that the above intormation is correct. 1 agree to comply with all City ordinances and State laws relating to building construction. 1 hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I AIS0 AGREE TD SAVE INDEMNIFY AND KEEP HARMLESS THE CLTY OF CARISBADAGAINSI'AU IJABILITES, JUDGMENTS, <x)GIs AND JXPJ3sFsWHICH MAY IN ANYWAY ACCRlJEAGAlN~ SAID CITY IN CONswlUeJce OFTHEGRANTINGOFTHJSPERMlT. OSHA: An OSHA permit xcavations over 5'0" deep and demolition or construction of structures over 3 stories in height. rmit is not commenced within 365 days from the date of such permit or if the building or work authorized by at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). DATE: 12 -2f - 73 __* * CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB931367 FOR 04/11/94 INSPECTOR AREA PY DESCRIPTION: 498 SF ADDITION / ONE STORY PLANCK# CB931367 OCC GRP R-3 TYPE: RAD CONSTR. TYPE VN JOB ADDRESS: 1820 BIENVENIDA CR STE : LOT: APPLICANT: WESTERN CONSTRUCTION PHONE: 619 729-7177 CONTRACTOR: PHONE : OWNER: PHONE : REMARKS: BJN/DAVE/729-7177 INSPECTOR SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST 29 PL 39 EL 49 ME -- -- -- DATE 032494 021594 021594 021094 020794 020794 020794 020394 020394 020394 012594 012094 012094 012094 011794 011294 011294 011793 Final Structural Final Plumbing Final Electrical Final Mechanical I ***** INSPECTION HISTORY ***** DESCRIPTION Final Combo Interior Lath/Drywall Exterior Lath/Drywall Insulation Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/ Dampers Frame/Steel/Bolting/Welding Rough Electric Rough/Topout Roof /Reroof Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Sewer/Water Service Ftg/Foundation/Piers Underground/Under Floor Sewer/Water Service ACT INSP COMMENTS CO PD ON CARD AP PY AP PY SEE INSP NOTES AP PY AP PY AP PY AP PY co PY co PY AP PY AP PD AP PY AP PY AP PY AP PY AP PD AP PD AP PY ND APPROVAL FOR SKYLITES AT MASTER BATH ONLY AT MASTER BATH ONLY SEWER TIE-IN r CORRECTION NOTICE 3- L3lO7 I O APPROVED PLANS SHALL BE ON JOB SITE BUILDING FOUNDATION REINFORCING STEEL MASONRY FLOOR AND CEILING FRAME SHEATHING FRAME EXTERIOR LATH I NSU LATlO N INTERIOR LATH OR DRYWALL G ROUT-GU N ITE PLUMBING 0 0 0 0 0 0 0 0 UNDERGROUND PLUMBING U N DERG ROUND WATER ROUGH PLUMBING TOP OUT PLUMBING SEWER AND PUCO. TUB OR SHOWER PAN GAS TEST WATER HEATER ELECTRICAL TEMPORARY SERVICE ELECTRIC UNDERGROUND ROUGH ELECTRIC POOL BONDING ELECTRIC SERVICE UFER GROUND G.F.I. SMOKE DETECTOR MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 CONDITIONED AIR SYSTEMS 0 SOLAR 0 GRADING 0 POOL 0 PATIO 0 SIGN 0 OTHER TIME: DATE: INSPECTOR BUILDING I 14'" SPECTION OF CARLSBAD DEUWENT PHONE - 438-3550 Note: Final Inspection Required __________-__ CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB931367 FOR 02/15/94 INSPECTOR AREA PY DESCRIPTION: 498 SF ADDITION / ONE STORY PLANCK# CB931367 OCC GRP R-3 TYPE: RAD CONSTR. TYPE VN JOB ADDRESS: 1820 BIENVENIDA CR STE : LOT: APPLICANT: WESTERN CONSTRUCTION PHONE: 619 729-7177 CONTRACTOR: PHONE : OWNER: PHONE : REMARKS: RS/DAVE/729-7177 INSPECTOR SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS - DLZL-44 -3 17 ST Interior Lath/Drywall hk- /&e// LC,T &A- 24 ILq-4 7 i/*-r.i;c5-* ll f U - -- - -- ***** INSPECTION HISTORY ***** DATE 021094 020794 020794 020794 020394 020394 020394 012594 012094 012094 012094 011794 011294 011294 011793 DESCRIPTION Insulation Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/ Dampers Frame/Steel/Bolting/Welding Rough Electric Rough/Topout Roof/Reroof Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Sewer/Water Service Ftg/Foundation/Piers Underground/Under Floor Sewer/Water Service ACT INSP COMMENTS AP PY AP PY AP PY AP PY co PY co PY AP PY AP PD AP PY AP PY AP PY AP PY AP PD AP PD AP PY ND APPROVAL FOR SKYLITES AT MASTER BATH ONLY AT MASTER BATH ONLY SEWER TIE-IN CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB931367 FOR 01/20/94 INSPECTOR AREA PY DESCRIPTION: 498 SF ADDITION / ONE STORY PLANCK# CB931367 OCC GRP R-3 TYPE: RAD CONSTR. TYPE VN JOB ADDRESS: 1820 BIENVENIDA CR STE : LOT: APPLICANT: WESTERN CONSTRUCTION PHONE: 619 729-7177 CONTRACTOR: PHONE : OWNER: PHONE : REMARKS: MH/DAvE/729-7177 INSPECTOR SPECIAL INSTRUCT: INSIDE BATHROOM TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 14 ST Frame/Steel/Bolting/Welding 24 PL Rough/Topout 34 EL Rough Electric ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 011794 Sewer/Water Service AP PY SEWER TIE-IN 011294 Ftg/Foundation/Piers AP PD 011294 Underground/Under Floor AP PD 011793 Sewer/Water Service AP PY CITY OF SAi DlEGO BUILDING INSPECTION DEPARTMENT CIRCUIT CARD THIS CARD MUST BE FILLED OUT AND AVAILABLE ON THE JOB SITE FOR THE ROUGH INSPECTION. Oienoen ;dc~ drd e NAME PLT. WIRE SIZE cu AL AMPS-KW SERVICE *.NAME OF EACH ROOM WHERE OUTLETS ARE LOCATED. LIST OLD AND NE OUTLETS ON SAME CIRCUIT - MARKING OLD OUTLETS THUS 8 USE CIRCUIT SPACES ABOVE FOR GENERAL LIGHTING AND SMALL APPLIANCE CIRCUITS ONLY. T E TAIL R = CONVENIENCE RECEP'T. ounrr C = CEILING LIGHT S E: SWITCH - BRKR SIZE FILL IN APPLICABLE ITEMS BELOW USE REMARKS AS NECESSARY TO DESCRIBE WORK. FEEDER #2 P .- RANGE OVEN \ .? AIC \ c b / DRYER / WATER HEATER COMPACTOR DISH WASH E R LAUNDRY DATE JOURNEYMAN B = WALL BRACKET LIGHT IN-1779 (REV. 3-81] Plan check is limited to technical requir-ntr contained in the Unifom Building Code, Unifom Plumbing Code, Unifop Mechanical Code, National Electrical Code and state laws regulating energy consemation, 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 construction comply model codes: law mandates that residential with Title 24 and the following 1991 UBC (eff. 1991 UPC (eff. 1990 NEC (eff. 1991 Urn: (eff. 8/14/92) 8/14/92) 7/1/91) 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 tha plans will be in confomce with the cited coder 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 a s lor a CODV) Whhm each correction item has bean addressed i.8.. ~l~n sheet. SDBC ification. etc. Be the revised D la. list wh ou s tunit IOH: PAGE mnm?s ARE m 111 -AS PAQB EA- m ne~cs RSBDIIG ammcm~~u5uIDmxmD. List No. 2, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1991 m) 1. 3. 4. 5. 6. 7. 8. 9. Please make all corrections on the original tracings and submit two new sets of prints, to: Please make all corrections on the original tracings and submittwo 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 me 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 expirati in 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 duelling, garage, carport, patio, deck and balcony. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1991 UBC, UMC 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 mininum slopes. Section 302(d). Indicate distance from property lines to proposed construction. Section 302(d). Section 302(d). 10. 11. 12. 13. 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. REOUIRED 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. ITRJt REQ. IF RMARKS (3IEcKED SOILS CWLIANCE PRIOR TO FOUNDATION INSP. STRUCNRAL CONCREIE om 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EDANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILESiCAXSSONS DESIGm-SPECIFIED Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. 61. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. 62. 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 I/ Me olastic is a YCI" material). Section 49. 50. 51. 52. 53. 54. 5s. 56. 57. 58. 59. 60. Provide spiral stairnay, demils, per Section 3306 (f): a. Hind run is 7 112 inches measured at a point 12' inches from where the treads are the narrowest. b. Maximum rise is 9 1/2 inches. Hwimum clear opening +tween risers is 6 inches. c. Minimum headroom is 6 feet 8 inches d. The tread must provide a clear valking area neasuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Spiral stairnays may not be used for required exits vhen the area served is greater than LOO sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number for metal stairvay, or submit plans and calculations and approved fabricator registered with the building department or note that the stairvay fabrication plans shall be submitted to and approved by the building official prior to instal lation. Exterior stairnays shall not project into the 3 foot setback from the property lines. Section 3306 (m). 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). Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). RaxmG Specify roof slope. Roof slope is not adequate for roof type specified. Specify roof material and application. Chapter 32. Specify I'.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. Specify minimum 114 inch per foot roof slope for drainage or desi to support accumulated water. Section 3207 r) and Section 2305 (f). Show roof drains and overflows. Section 3207. Table 32-B, D and E. Show attic ventilation. Yinimum vent area is 1,150 of attic area or 11300 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). 64. Provide fireplace construction details or note ' construction to be per attached fireplace standard drawing. Chapter 37. 65. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties, t9 vire in horizontal joints, etc. 66. Show height and construction details of all concrete and masonry walls. Chapters 24 and 26. 67. 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. between planter and building walls. Section 2516 (c) 7. 68. Show a minimum 2" air space and flashing 69. Garage requires one-hour fire protection on the garage side of walls and ceiling comn to the dwelling. 70. All elememts supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show a self-closing door, either 1-318" solid core or a listed 20-minute assembly, for openings between garage and dwelling. Section 503 (d). Table 5-B, Section 503 (d). 71. 94. 95. 96. 97. 98. 99. Show on the plans stepped footin s for slopes steeper +n 1:10. Section 2907 &I. Show minimum 18" Clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 (c)2. Show minimum underfloor ventilation equal to 1. sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. (c) 2. Show Val1 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. 100. In 2-story buildings, shear panels 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. 101. 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 ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 7. 103. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. 104. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 5. 105. Show rafter purlin braces to ba not less than Section 2517(g)3, Table 25-V. Section 2517 (d) 5. 45 degrees to the horizontal. Section 2517 (h) 6. 106. Show double top plate uith minh 4811 lap splice. Section 2517 (g) 2. 107. Show nailing will be in compliance with Table 108. Show or note fire blocks at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and flsor levels and at 10 foot intervals both vertical and horizontal; b. At all interconnections between concealed vertical and horizcntal 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 M and between studs along and inline Kith the run of stairs if the valls under the stairs are unfinished; d. In openings around vents,. p-ipes, ducts, chimneys, fireplaces and smilar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials; and e. At openings between attic spaces and chimney chases for factory-built chimneys. 109. In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with walls separating units and separating units from conmion areas. 110. Show stud size and spacing. Maximum allowable stud heights: Beax'ing sall: 2 x4 and 2 x 6 mat. 10'; Non-bearing: 2 x 4 mw. 14', 2 x 6 IMX. 20'. Table 25-R-3. 111. 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. 112. ote on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. v Section 2505. . Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). 114. Detail shear transfer connections, including roof and floor diaphragns, to shear walls. Section 2513. 25-4. Section 2516(f)4. "e 5/22/92 7 115. 116. 117. 118. 119. 120. 121. 122. 123. 124. 125. 126. Specify nail size and spacing for all shear walls, floor and roof diaphraps. Indicate required blocking. Maintain marimurb diaphragm dimension ratios. [Tables 25 I, J, K and Section k71k (d)]. Provide truss details and tmss calculations for this project. Specify truss identification numbers on the plans. Show 1/2" mininum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Provide roof framing plan and floor framing plan. Section 302 (d). Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (8) 5. 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). In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-1 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 colpments below or at end. ) Columns and posts located on concrete or masonry floors or decks exposed to the waather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above f loors unless approved wood of natural resismce to decay or treated wood is used. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the coluums or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Section 2516 (c) 4. Ph 2 ,kj P- 127 Show location of attic access with a minh size of 22"x3O81, unless the m~h 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). 128. Show 'location of attic access with minimum size 22" x 30". Section 3205. 129. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic, and detail 30" x 30" clearance through tnss webs. 130. Specify plywood and/or particle board thickness, grade and panel span rating. Table 25s. 131. 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. 132. when roof pitch is less than 3:12, design ridge as a beam. 133. Ridges, hips, and valleys shall be at least one size lar er than supported rafters. Section 2517 (h$ 3. 134. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). 135. If foundation cripple wall studs are less than 14'l high, framing shall be solid blockin or sheathed with plywood. Section 2517 (gy'4. 136. 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 thm weatherproof". Section 1700. Section 2517 (h). All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 138. Show the size, locat'ion arid type of all 151. Provide dryer vent to outside. W, Section 1903. 140. 141. 142. 143. 144. 145. 146. 147. 148. 149. 150. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees P. at 3 feet above the floor in all habitable rooms. Show basis for compliance. Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed. UMC Section 70k. . Show minimum 30" deep unobstructed working space in front of furnace. 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 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 permMent electrical outlet and lighting fixture controlled by a switch for furnace located in attic or underfloor space. Section 708 h 709 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Show I.C.B.O. approval number €or prefab fireplace. show height of chimey above roof per I.C.B.O. approval or Table 37-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 b. effectively draft stopped at each floor or ceiling. UBC, Sec. 1212. Section 505, UMC. UBC, Section 1706 (c). All wiring shall comply with the Natiorlal 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 b7ith 1990 NEC Art. 210-52(a), vhich 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 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 2 7 O-52(a) .. 162. Show T and P valve on water heater and show 172. All energy items shown on the plans must be in route of discharge line to exterior. agreement with the information shown on the UPC, Section 1007 (e). properly completed Form CF-Ut. 163. Show that water heater is adequately braced to resist seismic forces. UPC, Section 1310. 164. !Show shower stall can accommodate a 30" circle and has a minimm floor area of 1,024 sq. in. WC 909 (d). ovide clothes washer hook-up for each unit. itle 24. Part 3. ,+%(!it: water closets and associated f lushometer 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). W 167. Show details of duplex comn (party) walls and f loorlceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. 168. 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. 169. 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. 170. Provide plans, calculations and worksheets to show compliance with current energy standards. 171. The regulations require a properly completed and properly signed Form CF-lR to be either imprinted on the plans, aped 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. 173. Specify on the buildinfz ulans all of the mandatory energy conservation requirements as 1 isted on the enclosure titled, 'Wandatoly Enem Conservation Reauirements" . 174. Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTUIHr. 175. For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. 176. Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(J). CARUBAD S.P.D. & MJPLRS 177. Energy conservation design should be for Zone 7. 178. Floor drains must have auto-prima (city policy). 179. For gas piping under slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. 180. Note exhaust fans cannot be ductless type (city policy). 181. 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). 182. Note lkwo 3/411 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). 183. All piping for present or future solar water heating murt be insulated when in areas that are not heated or cooled by mechanical means 184. Incorporate tho waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall( s) . (city policy). 185. Show on the Title Sheet on the plans, the information required by the. attached Developmental Sentices Sheet 112383. buildings, including soils report. Please 187. 188. 189. 190. 191. 192. .193. submit two copiea. Exception- If a room addition is limited to one story and lo00 sq. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stamp on the plans. Heavy timber framing, minimum 6'' x loBt 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). Al1,structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd stoe addition), then the above exception doesn't aPP 1Y. City Ordinance 9792 requires two parking spaces/unit with clear area of 2O1x20' 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 flushometar 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. Please see additional Corrections, or remarks, on the following page. 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. Please indicate here if any changes have been made 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. Have changes been made to the plans not resulting from this correction list? Please check. Yes No If you have any questions regarding these plan check items, please contact . If you have any questions regarding City Building permit procedures, please contact Wter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. Thanlr you. Enclosures : 8/11/92 13 BUILDING PLANCHECK CHECKLIST DATE: PLANCHECK NO. &‘Pr b67 / BUILDING ADDRESS: / ASSESSOR’S PARCEL NUMBER: a% 2.57 - r/ EST. VALUE flf// 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 with 0. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this off ice for review. By: Date: By: Date: By: Date: AlTACHMENTS 0 Dedication Application 0 Dedication Checklist 0 Improvement Application 0 Improvement Checklist . 0 Future Improvement Agreement CONTACT PERSON NAME: ADDRESS: PHONE: P:\docr\chkl.l\bpooO1 .frm REV 615192 2075 Las Palmas Dr. 0 Carlsbad, CA 92009-1 576 (61 9) 438-11 61 - FAX (61 9) 438-0894 c BUILDING PLANCHECK CHECKLIST SITE PLAN &2dJ 3rdJ 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow . D. Property Lines Easements B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-way Width & Adjacent Streets 0 2. Show on site plan: A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes 3. Show on 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)." 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.). 0 5. Include on title sheet A. Site address B. Assessor's Parcel Number C. Legal Description For commercialAndustria1 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\doca\chkkl\bp0001 .frm Page 1 of 4 REV 6JSJ92 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 0 0 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 0 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 $ -pursuant to Code Section 18.40.040. Public improvements required as foltows: 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\docr\chldrt\bpooOl .frm Page 2 of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST istJ 2ndJ 3rdJ 0 0 8b. 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 Agreement completed by: Date: 8d. No Public Improvements required. SPECIAL NOTE: Damaaed or defective improvements found adiacent to buildinn site must be repaired to the satisfaction of the Citv Inspector prior to occupanw. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 0 0 0 9a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 0 0 9b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Gradinn Permit must be issued and rouah aradinn approval obtained prior to issuance of a Buildina Permit. Grading Inspector sign off by: Date: d 0 9c. No Grading Permit required. BUILDING PLANCHECK CHECKLIST Page 3 of 4 P:\docs\chkI.l\bpl .frm REV S/S/S2 MISCELLANEOUS PERMITS l&rh;d4 3rdJ 0 10. 0 11. 0 12. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-way and/or 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. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 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: Page 4 of 4 REV WSIW CALCU LATlONS WORKSHEET EDU CALCULATIONS: ADTCALCUW S: n EDU's: ADT's: YES (NO BRIDGE 8t THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) NO 1. PARK-IN-LIEU FEE PARK AREA: F E E/U N IT: 0 2.TRAFFIC IMPACT FEE ADT's: FEE/ADT: 3. BRIDGE AND THOROUGHFARE FEE ADT's: FEE/ADT: 0 4. FACILITIES MANAGEMENT FEE ZONE: FEE/E D U : 0.5. PUBLIC FACILITIES FEE 0 6. SEWER FEES PERMIT No. EDU's: FEE/EDU: $ BENEFIT AREA: FEE: $ 0 7. SEWER LATERAL REQUIRED (2,500 DEPOSIT) REMARKS: 4 Q. @I Item Complete 8Y8 CCI: uuu (Name) APN: 107- 256- SI Type of Project and Use cFD(' 0 ) # RPI ah96 Zone R-1- 10 Facilities Management Zone dd4 555 Ll Item Incomplete - Needs your action no& 1,2,3 Number in circle indicates plancheck number where deficiency was identified do 0 EnvironmentalReview Required: YES-NO- JTYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval APPROVALJRESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 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 dm 0 Indusi~w Housing Fee qukd YES - NO - J‘ (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Site Plan: 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, dimensioned setbacks and existing topographical lines. Provide legal description of property, and assessois parcel number. dm 0 2. zoning: do 0 &a do 0 do o 1. Setbacks: Front: Required Shown Gr Int. Side: Required /O‘ Shown /W Street Side: Required AM- Shown e Rear: Required 23 Shown 20’4- 2. Lot coverage: 3. Height: Required Required -2- 4. Parking: Spaces Required 2 ~a~v~~Shown Guest Spaces Required Shown 0 0 0 Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER flww DATE \1;/2:’43 PLNCK.FRM STATE OF -CM'LIFORNIA-THE RESOURCES AGEhCY ' PETE WILSON, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST AREA 3111 CAMINO DEL RIO NORTH, SUITE 200 SAN DIEGO, CA 92108-1725 EXEMPTION LETTER (619) 521-8036 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 California Coastal Act of 1976, as amended. - The proposed development is included in Categorical Exclusion No. adopted by the California Coastal Comission. - The proposed development is judged to be repair or maintenance activity - 9 The proposed development is an improvement to an existing single family not resulting in an addition to or enlargement or expansion of the object f such activities (Section 30610(d) of Coastal Act). 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 lo%, or c) a slgnificant 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 installation, testing and placement in service of a necessary utility connection between an existing service facility and development'approved in accordance with coastal development permit requirements, pursuant to Coastal Act Section 30610(f). - The proposed development is an improvement to a 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 rebuilding of a structure, other than a public works facility, destroyed by natural disaster. The replacement conforms to all of the requirements of Coastal Act Section 30610(g). - Other: Please be advised that only the project described. above is exempt from the permit requirements of the Coastal Act. it to lose its exempt status. This certificat on is based on information provided by the recipient of this letter. If, at a later date, this information is found to be incorrect or incomp ete, this letter will become invalid, and any development occurring at that time must cease until a coastal development permit is obtained. Any change in the project may cause Truly yours, 6630A