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HomeMy WebLinkAbout1383 CYNTHIA LN; ; CB901817; Permit05-04-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA Building Permit 92008 Permit No:CB901817 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation OccGroup 1383 CYNTHIA LN CHAD SFD Sub Type 1562304906- Lot # $0 00 Const Type Reference # Project Title 2388 SF 2S + 759 GARAGE VN Status Applied Entered By Appr/ Issued Inspect Area EXPIRED 11/15/1990 DC Applicant CONERY CONSTRUCTION Owner CONERY, LARRY 1677 BUENA VISTA WY CARLSBAD, CA 92008 619 729-5517 Total Fees $0 00 $612 00 Payments To Date $612 00 Balance Due Description Other Fee 612 00 FINAL APPROVAL Inspector Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr , Carlsbad, CA 92009 (eis) «8-ii6i L PERMIT TYPE I ~A Q COMMERCIAL DNEWG TENANT IMPROVEMENT B QINDUSTRIAL ^NEW QTENANT IMPROVEMENT c ^RESIDENTIAL DAPARTMENT QCONDO ^SINGLE FAMILY DWELLING nADDITION/ALTERATION " DDUPLEX ODEMOLITION ORELOCATION OMOBILE HOME DELECTRICAL QPLUMBING QSPA DETAINING WALL QSOLAR QOTHER PLAN CHECK No EST VAL PLAN CK DEPOSIT_ VALID BY DATE 9405 il/15/% 0003 01 02 C-PffMT 6.12=00 FOR OFFICE USE ONLY ^lpr%T^C^«^rt\^Nearifst Cross Streets BuiIding or Suite No LEGAL DESCRIPTION Subdivision Name/Number CHECK BBtOU IF SUBMITTED * Energy Calcs &2 Structural Calcs Q2 Sol Is Report Q1 Addressed Envelope ASSESSOR'S PARCEL T5E"sCRlPTIuN OF USRk EXISTING USE PROPOSED USE BLDG SQ FTG z # OF STORIES 3. CONTACT PERSON ADDRESS It"? 7 \\^TfA DAY TELEPHONE SIGNATURE 4 APPLICANT ^CONTRACTOR /[3 AGENT FOR CONTRACTOR ADDRESS Z1P CODE AGENT FOR OWNER \J\VBN DAY TELEPHONE 5 PROPERTY OWNER NAME CITY DLESSEE ADDRESS ZIP CODE []TENANT DAY TELEPHONE 6 CONTRACTORNAME CITY S I GNATURE STATE ADDRESS ZIP CODE LICENSE CLASS '"~ 1 DAY TELEPHONE CITY BUSINESS LIC # DATE / rfrv / / /* j£& ur i ^^^^3"\,^»/ / L. r^'fr f^'* -^3—^^ ~^U ADDRESS ' ' STATE i^/*} ZIP CODE DAY TELEPHONE STATE LIC # 7 WBtiKERS' COMPENSATION Workers' Compensation Declaration I hereby affirm that I have a certificate of consent to self insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800 Lab C) INSURANCE COMPANY f\{^.POLICY NO EXPIRATION DATE Certificate of Exemption 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California SIGNATURE DATE 8 OWNER-BUILDER DECLARATION Owner Builder Declaration I hereby affirm that I am exempt from the Contractor's License Low tor the following reason Q I as owner of the property or my employees with wages ('ts 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 -in 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 ) Q 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 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? Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 DYES DNO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site7 DYES ONO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY HAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS NET OR IS MEETING THE REQUIREMENTSOF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT _ 9 CONSTRUCTION LENDING AGENCY _ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER'S NAME N / fT LENDER'S ADDRESS 10 APPLICANT'S SIGNATURE certify that I have rend the application and state that the noove information is correct I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize represent at i VOL; o^ the City or Carlsbad :o enter- jpon the ;ibove ncntionod property for inspection purposei; I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDCiMENTS COSTS AND EXPENSES WHICH MAY IN ANY UAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT Expiration Every permi//i ssued by t$£ Building Official under the provisions of this Codo sh;i!l empire by limitation nnd become null nnd void if the binlding or- work authorized by syfyf permit layiot commenced within 180 days from the date of such permit or if the build'ng or wort authorized by such permit is suspended or- abandoned at any tune/after thdywork is coiuncnccd for a period of 180 days (Section 303(d) Uniform Building Code) APPLICANT'S SIGNA:SJIOUNER [^CONTRACTOR ] BY PHONE APPROVED BY DATE HITE File YELLOW Appltcant PINK Finance DATE: 10/21/91 TO: CONERY CONSTRUCTION 1677 BUENA VISTA WAY CARLSBAD, CA 92008 PLAN CHECK EXPIRATION PC# CB901817 DATE: 11/15/91 ADDRESS: 1383 CYNTHIA LN You have applied to have your plans checked on the date shown above, and you have not obtained your building permit. The provisions of Section 304(d) of the Uniform Building Code state: "Section 304(d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee." Please check the appropriate box indicating your choice and return this letter to the BUILDING DEPARTMENT. PROJECT ABANDONED. I WILL PICK UP PLANS WITHIN 10 DAYS. PROJECT ABANDONED. PLANS MAY BE DESTROYED. If you have any questions, please contact the Building Department at (619) 438-1161. DORIS COSMAN Building Department 2O75 Las Palmas Drive-Carlsbad, California 92OO9-4859«(619) 438-1161 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: _ PLAN CHECK NO: PROJECT ADDRESS PROJECT NAME: CARLSBAD •••/o - ie>t 7 SET: X. [JPLAN CHECKER" DFILE COPY QUPS ["".DESIGNER -\ The plans transmitted herewith have been corrected where J necessary and substantially comply with the jurisdiction's building codes. -, The plans transmitted herewith will substantially comply J with the jurisdiction's-building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a comolete recheck. ggj The check list transmitted herewith is for your information, 1^3 The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. H| The applicant's copy of the check list has been sent to: |g Esgil staff did not advise the applicant contact person that plan check has been completed. |] Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: REMARKS: Telephone By; ESGIL CORPORATION ///, DGA DAA DRN QDM Enclosures: FLAN CHECK N0:_ JURISDICTION: CITY OF CARLSBAD TO: ENCLOSURES: PROJECT ADDRESS:!58"7 UJ FLOOR AREA: STORIES; Hunan*; REMARKS: PLAN CORRECTION CITY OF CARLSBAD SINGLE FAMILY AND DUPLEX DWELIJ31GS Date plans received by jurisdiction: FOREWORD; PLEASE READ flan 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 2k and the following model codes. 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1987 NEC (eff. 10/28/87) 1988 UMC (eff. 1/1/90) The above regulations construction, regardless adopted by ordinance. apply to residential of the code editions 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), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copy1) where each correction item has been addressed i.e.. plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. Date plans received by Esgil Corporation: ultffao/ / Date initial plan check completed: Applicant contact person: 557 7 NOTE: PAGE NCHBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC) X- 0 PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. 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 © © y- preparation,for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, decX and balcony. Section 302(d). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, UMC and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations antj show elevations of adiacent finish grade. Show drainage patterns with minimum slopes. Section 302(d). Indicate distance from property lines to proposed building. Section 302(d). f 11 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 12.) On the cover sheet of the plans, specify any items requiring special inspection, by way of the following' REQUIRED SPECIAL INSTRUCTIONS 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. ITEM REQ. IF CHECKED REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER FIRE PROItXH'iON Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. 12/11/89 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. Section 1709. i- 16. /o f- Projections, including more than 12 inches from the property line. eaves, may not extend into the 3 foot setback Section 1710. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504. 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. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke detector: Centrally located in corridor or area giving access to sleeping rooms. On each story. In the basement. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 1210 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. Section 1210. GEHERAL RESIDENTIAL REQUIREMENTS Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1?25 of area is required and minimum is 1.5 sq. ft. Section 1205 (a). 5. 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). BArH #2- £ W 3 Show discharge point for exhaust air to be at least 5 feet from any mechanical ventilating intake. Section 1205(c). Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(c). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 7'6". 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 the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to doors and glazing adjacent to walking surfaces. Section 5406. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 2/12/90 t- f Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. Basements in dwelling units shall comly with the above (even if not designated as sleeping rooms). Section 1204. Walls and floors separating units in a duplex shall be of one-hour fire-resistive construction. Section 1202(b). A mezzanine is an intermediate floor and nay not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. EXITS, STAIRWAYS. AND RAILINGS Floors above the second story shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor vithin 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, and shall be capable of opening at least 90 degrees. Section 3304 (f). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 6". Section 1711. 44J Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. 45.) Provide stairway and landing details. 3306 (b), (c) and (p). Section t f 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" minuaum. ^peCrr? %->$>£• ~~ f^O/J B t J Minimum headroom is 6 '-8". Minimum width is 36". 46.) All handrails per Section 3306 (j), shall satisfy the following: Provide handrail for stairways with 4 or more risers. to 38" above thebJ Handrail shall be 34" nosing of treads. c} The handgrip portion of handrail shall be ^ not less than 1 1/2", nor more than 2" in cross-sectional dimension. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (j). An interior door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (i). 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 v»here the treads are narrowest. Maximum rise is 8 inches. Minunum width is 36 inches. 5/10/90 Provide spiral 3306 (f): stairway details, per Section '2. ? Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches Maximum clear opening between risers is 6 inches. Minimum headroom is 6 feet 6 inches 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. 53. f f Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C B.O. 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 (n). 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 (m). Within units, show that minimum width of 36 inches. ROOFDJG corridors have a Section 3305 (b). Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B,C,D and E. Specify roof material and application. Chapter 32. 59J 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. 66. Specify minimum 1/4 inch per foot roof slope / for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). 6,1. Show roof drains and overflows. Section 3207. f 6,5. 67. 69. Provide skylight details ,to show compliance with Sections 3401 and 5207 or provide I.C B.O. approval number. Plastic skylights must be separated from each other by at least k feet. 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). MASONRY 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 k, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints Show height and construction details of all masonry walls. Chapter 2k. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. 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). 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) Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 12/11/89 1" f 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: Maxijnum shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-1. 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). Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). FOONDAHOH REQUIREMENTS Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 81.) Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 82.) The soils 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: lJ 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". Show height of all foundation walls. 23. si. 85. Show height of foundation walls. retained earth Chapter 23. Chapter on all 87. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). 88. Dimension foundation per U B.C. Table 29A: Floors Footing Supported*'' Stemwall Width Depth Thickness 1 2 3 6" 8" 10" 12" 15" 18" 12" 18" 24" ^Foundations may support a roof in floors. Where only a roof is foundation for one floor. 6" 7" 8" addition to the supported, use 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.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (d). 2/13/90 If required, show size, imbedment and location of hold down anchors on foundation plan. Section 302 (d). If hold downs are required, note on plan that hold down anchors roust be tied in place prior to foundation inspection. Section 305 (e) 1. 9*. Show adequate footings under all bearing walls / and shear walls. Section 2907 (b). f. Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). f. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. 9JI. Show pier size, spacing and depth into ' unHi «:*-iirhf»r1 soil. Table 7Q-A.undisturbed soil. Table 29-A. Show minimum underfloor access Section 2516 (c). 9*. 102. of 18" x 2V. 100. 101. 103. 164. 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. FRAHCTG Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. 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. Section 2517(g)3, Table 25-V. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (d) 6. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. 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. 106. 108. 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) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. 109. Show or note fire stops at the following / locations per Section 2516 (f): a. In concealed spaces of stud walls and ! partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; b. At all interconnections between concealed I vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. In concealed spaces between stair ! stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and 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. 110. 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. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2x6 max. 10'; Non-bearing: 2x4 max. 14', 2 x 6_ max. 20'. . Table ZS-R-S.Jffc/ff £JVJ> HT *1 Studs sdpporting ceiling must be 3 Table 25-R-3. two floors, a roof and x 4 or 2 x 6 at 16" o.c. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 2/12/90 118. T Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4714 (d)]. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Show 1/2" minimum 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 (g) 5. fff Uff^fi. 122. Provide calculations for main vertical and ' horizontal framing members and post footings. Section 302 (b). if123. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). f 4- 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 comments below or at end.) r 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) k. 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) k. Show location of attic access size 22" x 30". Section 3205. with minimum Show draft separation for attic areas between units in a duplex. Section 2516 (f). Specify plywood and/or particle board thickness, grade and panel identification index. Table 25-S. When roof pitch ridge as a beam. is less than 3:12, design Section 2517 (h). 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. 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. 135. Detail truss layout for 30" x 30" attic / access, if required for equipment in the attic. Ridges, hips, and valleys one size larger than Section 2517 (h) 3. shall be supported at least rafters. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). MECHANICAL (OKIFORM MECHANICAL COOK) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 2/12/90 138} Show the gize, location and type of all heating .._,/ and cooling appliances or systems. Show source of combustion air to furnace, per Chapter 6, UMC. 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. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with through suchaccess only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. 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. Where equipment is installed in the attic, the distance from the attic access to such equipment shall not exceed 20 feet. 146. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. 147. Show permanent electrical outlet and lighting / fixture controlled by a switch for the attic furnace. Section 708 UMC. if..Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 149J Note on plan: Gas vents and non-combustibles—^ piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. 150. Provide dryer vent to outside. UMC, Section / 1903. ETJECTRTCAL (RATIONAL ELECTRICAL CODE) comply with the NationalAll wiring shall Electrical Code. 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. 2. Show location of all electrical receptacles. 153. Electrical receptacle locations and/or spacing is not adequate in 16 ' ISO Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrooms, kitchen counter tOB_Csl__within 6 feet of the_kitchen_ sink, outdoors, and_ in garages and basements (other than for laundry "and'Yimilar equipment) shall be GFI protected. NEC, Art. 210-8. 6. Note electrical system ground to be provided per NEC, Art. 250-81. FUMBIHG (UNIFORM HJMBCTG CODS) Show v,ater heater size. type and plans. UPC, Section 1301. location on 18.Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area, shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. Fuel combustion vater heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. Provide adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. Show I and P valve on water heater route of discharge line to exterior. UPC, Section 1007 (e). and show II19/90 164. 166. 172, Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). Provide clothes washer hook-up for each unit. Title 24, Part 3. NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or 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. ENERGY CONSERVATION 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. £%lf\ 2£Z> /°>££A^tx> to of mKTCft rc/noe* Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "MandatoryEnergy Conservation Requirements". Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. 173. 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. @Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(J). CARLSBAD S.F.D. & DUPLEX SUPPLEMENT 17/5 Energy conservation design should be for Zone 176. Floor drains must have auto-prime (city policy). Note exhaust fans cannot be ductless type (city policy) (178) 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). (180J All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). 181. Incorporate the waterproofing details, on the I attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). .'182J Show on the Title Sheet on the plans, the — information required by the attached Developmental Services Sheet 112383. All new residential buildings, including additions, require a soils report. Please submit two copies. Exception: If a room addition is limited to one story and 1000 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 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). 2/26/90 10 185. 186. 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. All chimneys attached to any appliances or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free ara of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than 1/2-inch and shall not block the passage of spheres having a diameter of less than 3/8-inch. KtSCELLAKBOOS 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 list7 Please check. Yes No The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. Enclosures: 1. 2. 3. £/J 77M/J FT 2/14/90 11 Certificate of Compliance: Residential (Page 1 of 2)CF-1R Project Till* Project AddretJ DocumenUUon Author Complluice Method (P»duge, Point Syitem or Computer) Telephone CHraiU Zon« Date Building Pennit H Checked By / Ditc Enforcement Agency U»e OrJy GENERAL INFORMATION Total Conditioned Floor Area: Building Type: (check one or more) Front Entry Orientation: Number of Dwelling Units. Floor Construction Type: Infiltration Control: Single Family Mulu-FamJy (less than 4 stones) Multi-Family (4 or more stones) HoteVMotel Addjuon Exisung-Plus-AddiDon North / East / South / West / All Orientations (circle one or more) Slab/Raised Floor (circle one or both) Standard/Tight (circle one) BUILDING SHELL INSULATION Component Insulation Location/Comments Type R-ValuC (ttric. to garage, typicd. etc ) Wall Wall Roof Roof Floor Floor Slab Edge GLAZING Shading Devices Glazing Orientation Area (sfl Glass Type (single, double) Interior (roller blind, etc ) Exterior (shadescreen, etc ) Overhang (yes/no) Framing Type (meld/wood) Front.... ( ) Front.... ( ) Left ( )Left ( ) Rear ( ) Rear ( ) Right .. ( ) Right... ( ) Skylight Skylight THERMAL MASS Type/Covering (slab/exposed, tile, etc ) Area Thickness (sQ (inches) Location/Description (kitchen, bath, etc) Certificate of Compliance: Residential (Page 2 of 2)CF-1R Project Title Date HVAC SYSTEMS Minimum Duct Type (fumacc. &ir Efficiency Location conditioner, heat pump) (SE. SEER.HSPF) (attic, etc ) Duct Output Manufacturer/ Model # R-Value (Btuh) (or approved equal) Maximum Furnace Heating Output:Btuh HOT WATER SYSTEMS ^ Manufacturer/Model # System Type (storage gas, etc) Capacity (or approved equal)Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Designer Name: Tide/Firm: _ Address: Telephone: Lie #: Building Owner Name: Tide/Firm: Address: Telephone: (signature) Documentation Author Name: Title/Firm: Address: (date) Telephone- (signature) Enforcement Agency Name: Agency. Telephone: (date) (signature) Poem Revised March 1988 (date)(signature or stamp)(date) THE FOLLOWING NOTES SPECIFYING MANDATORY REQUIREMENTS SBOULD BE INCORPORATED ON PLAN SHEETS, OR CONTAINED WITHd JOB SPECIFICATION DOCUMENTS. MANDATORY EKERCY CONSERVATION KUUUIKEMEHTS OF THE STATE OF CALIFORNIA (1) AH heating, ventilating, air conditioning, and water heating equipnent shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Commission. (2) A two stage thermostat, which controls the supplementary heat on its second stage, shall be provided for heat pumps. (3) Thermostats shall be equipped with an automatic setback, vhich the building occupant can progran to automatically set back the thermostat twice in 2U hours. (4) Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. (5) All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances shall be equipped with an intermittent ignition device. (6) All fan systems exhausting air to the outside shall be provided with backdraft dampers. (7) All transverse duct, plenum, and fitting joints shall be sealed v,ith pressure sensitive tape or mastic to prevent air loss and shall~be insulated to confora to the provisions of Section 1005 of the UHC, 1982 Edition. (8) A vapor barrier is required in climate zore 1, V», and 16. (9) All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration standards and shall be certified and labeled. (10) AH swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. (11) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (12) The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot %-ater piping outside the building envelope shall be insulated in accordance vith T20-lW6(d). (13) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per tatt. (1A) Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission. (15) Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox; a. combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. (16) Insulation used shall comply with California Quality Standards. (17) The insulatioa installer shall post, a signed certificate.. Section. 276- Insulation Certificate (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title 2U, Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter Ut Article 3. The certificate shall state the manufacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the minimum installed weight per square foot consistent with the manufacturer's labeled density for the desired "R" value. (18) For infiltration control all openings and penetrations must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. Form ECH 3/5/86 Cftp of DEVELOPMENTAL • ^^ M 1200 ELM AVENUE SERVICES W$MM CARLSBAD. CA BUILDING DEPARTMENT v3^<^ (010) THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address Legal Description Assessor's Parcel Number i Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number Circle any Planning Commission or City Council Action on this Property: Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan PLAN CHECK NUMBER cd 112383 nitei'/AVfo Prepared byt Jurisdiction CARLSBAD PLAN CHECK NO. BUILDING ADDRESS /£%? APPLICANT/CONTACT BUILDING OCCUPANCY TYPE OP CONSTRUCTION VALUATION AND PLAN CHECK FEE I / a Bldg. Dept. gj Esgil PHONE NO. - 3 DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION &U)&LU ^J6> G?ML 'b*wb+)Y/E>ecic Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 226£ $Z/f I ^o VALUATION MULTIPLIER 1^ n 10 *> %@ @ VALUE . /7/^^6 ^2.2, /^6>& /e^7/e> Building Permit Fee $_ Plan Check Fee $ C 0 M HENTS- SHEET OF 12/87 MS BUILDING PLANCHECK ENGINEERING CHECKLIST OJ DATE: 2.1 MOV SO PLANCHECK NO.-I ft 11rtis T C H E C K 9 2 N D C H E C K >D 3 /O^T CYMTHI/q L-flNE R C PROJECT ID: H E LEGAL REQUIREMENTS C K Site Plan '— ' 1. Provide a fully dimensioned si ITEM COMPLETE ITEM INCOMPLETE - NEEDS YOUR ACTION X ITEM SELECTED D D n north arrow, property 11 nes:V;.. easements ,^exj.s.tjjiqand p_ro,p.osed str,uctu'T:es, streets, (existing street improvements'^) right-of - 'way vnd£h and dimensioned sefbacks. Show on site plan: .Finish floor elevations,< <jie,v,a,Uon-s=--0-f—f-i-njiSh, grade adjacent to bui' -'^- - topographical_Jjjies.,Jexisting and proposed slopes, dr"iTe"way and drainage patterns. f^>\C?t?FfvT""~ ^-—~~~ ~^i**^~~~~~- "^3. Providenegal aescription and.(Assessors Parcel Number. Discretionary Approval Compliance \/ 4 No Discretionary approvals were required. 5. Project complies with all Engineering Conditions of Approval for Project No. . 6. Project does not comply with the following Engineering Conditions of Approval for Project No-. Conditions complied with by:. Field Review 7. Field review completed. No issues raised. 8. Date: Field Review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. D. Grading is required to access site, create pad or provide for ultimate street improvement. FRM0010.DH 08/29/89 Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other: Dedication Requirements 9. No dedication required. .10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8V' x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date\By. Improvement Requirements 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found ad.iacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. 12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: _ Improvement plans signed, Date:.By:. FRM0010.DH 08/29/89 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date By: Grading Requirements ^Xl 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours Include accurate estimates of the grading quantities (cut, fill, import, export). 14. No grading required as determined by the information provided on the site plan 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE' The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits Grading Inspector sign off. Date By. Miscellaneous Permits 16. Right-of-Way Permit not required. y 17. Right-of-Way Permit required. A separate Right-pf-Way Permit issued by the Engineering Department is required for the fol 1 owing: CQiOamiimDVJ OF S Sewer Permit is not required. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. _20. Industrial Waste Permit is not required. FRM0010.DH 08/29/89 .21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By: Fees Required 22. Park-in-Lieu Fee Quadrant: Fee per Unit: Total Fee:. 23. Traffic Impact Fee Fee Per Unit: Total Fee: 24. Bridge and Thoroughfare Fee Fee per Unit: Total Fee* 25. Public Facilities Fee required. 26. Facilities Management Fee Zone: Fee* _ 27. Sewer Fees Permit No __ EDU's Fee _ _ 28 Sewer Lateral required: Fee: _ >C REMARKS- YQt I ARE. PE3DPDS//0£ TO 8UILQ DAj UQT EXIST) <\J£ U^^L pflO^EL-., IP vau W^/VJT TO RECORDS NQH 6E. RES)ingED TQ STT^EET Q6D(QqrnO/OS Q^) CVAJTM//^ ^ kl^Oi/OLES ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: _ Date: OM BUTH FRM0010.DH 08/29/89 PLANNING CHE Plan Check No fa- J */7 Address Planner ST APN _)££ '2-3° Phone 438-1161 (Name) Type of Project and Use ^ f" ho Zone K- I Facilities Management Zone 0) O Q Q -Q -Q _Q ft Legend •*V -C- af O c c<S 10 Item Complete Item Incomplete - Needs your action. 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified f __ U U Environmental Review Required YES DATE OF COMPLETION NO TYPE Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval D Discretionary Action Required: YES NO _/ TYPE APPROVAL/RESO NO PROJECT NO DATE. OTHER RELATED CASES Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval D Coastal YES NO DATE OF APPROVAL: Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval D D Landscape Plan Required. YES NO See attached submittal requirements for landscape plans Site Plan. D D D D D D D ODD Zoning D D D 7 Q^DD 'DD D 1 Provide a fully dimensioned site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks 2 Show on Site Plan- Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway 3 Provide legal description of property. 4 Provide assessor's parcel number 2 3 4 Setbacks Front Int Side. Street Side: Rear- Lot coverage Height Parking- Required Required Required Required Required Required Spaces Required 2 Guest Spaces Required Shown- Shown Shown Shown Shown #S Shown 3°' ^"shown 2?' Shown D Additional Comments o^JL fir*cs<;s ) H5 7&1 / OK TO ISSUE DATE c: Data Entry PLNCK FRM JAMES C WARLING civil/sniucTunAi rNOiNrrn cii33n/si279 3GO-9311 i-AC,e_/__OF,/ 2. SUBJECT JOB NO ft-//-/7 JAMES C WARLING L IM.JINH H CH338'S1279 16161360 9311 SUBJECT DATE . JOB NO Y-~z0 -?& STRUCTURAL DESIGN SPECIFICATIONS/CRITERIA WOOD (DOUGLAS FIR LARCH) Joists and Rafters No. 2 Beams and Posts No. 1_ Plywood Shear Walls Structural II, unless noted (see schedule) (unless noted) Glu-Lam Beams CONCRETE CONCRETE BLOCK Douglas Fir Combination 24F-V4 Compressive Strength f'c = 2000 psi, unless noted ASTM C90 f'm = 1350 psi (hollow units) f'm = 1500 psi (solid grout) STRUCTURAL STEEL ASTM A3 6 REINFORCING STEEL ASTM A615, Grade 40, fy = 40,000 psi, unless noted STEEL PIPE ASTM A53, Grade B ALLOWABLE SOIL BEARING LOADS Live Loads (unless noted otherwise) Roof 16 psf Floors 40 psf Decks 60 psf Dead Loads (unless noted otherwise) Roof 15 psf; Exterior Walls 16 psf Interior Partitions .. 10 psf Floors 10 psf Ceilings 5 psf Seismic Zone 4 V = ZIKCSW = 0.186W Wind Basic Wind Speed - 70 mph, qs Exposure B p = 12 psf (0-20 ft) = 13.5 psf (20-40 ft) Exposure C 13 psf p = C p = 20 psf (0-20 ft) = 22 psf (20-40 ft) JAMES C WARLING CIVIL/STRUCTURAL ENGINEF.R cii338/si279 (818) 360-9311 SUBJECT JOB NO JAMES C. WARLING I i T 1- | - -4 -i I I I , \ ' .-.1 CIVIL/STRUCTURAL ENGINEER cmsa/smg (sis) 360-9311 L < I i PAGE Jt -OATI - JOB NO _ £.. 5^rj 1,3 p- i — - - _l T T~ *x \ ; 1 t i ! I T -t- i I ! ' r JAMES C. WAR LING CIVIL/STRUCTURAL ENGINEER 011338/51279 __ ,ii_ | (.. ;. -i <eie) 360-931 1 JAMES C WARLING CIVIL/STRUCTURAL ENGINEER C11338/S1279 (818)360-9311 JAMES C. WARLING CIVIL/STRUCTURAL ENGINEER C11338/S1279 (818) 360-9311 PAGE I I OF. SUBJECT DATE. JOB NO . I ___!_j_j_ - k*s :_^ nH-- 1-4-J 1-J 1 U "* &&S&, -f—[—-r ~~j -~ ^Z^rrr: Jst£*LJ&l <^ ^L^4 ^ - i r .. -I— _ L __ ' L J.., .....-._.. .. &5&af JAMES C. WARLING CIVIL/STRUCTURAL r.NGiNi i n 011339/51279 (BIB) 360-9311 PAnF /Z>- SUBJECT £<J9 /tf SHEAR WALL CAPACITIES UBC - 82 PLYWOOD APPLIED DIRECT TO FRAMING X TYPE SHEAR WALL SYSTEM totr* frtf* 3/wy CAPACITY -A A A 1/2" drywall with 5d cooler nails @ 7" o/c edge 4 field (Table 47-1 UBC) 100#/ft 5/8" drywall with 6d cooler nails @ 7" o/c edge & field (Table 47-1 UBC) 100#/ft 1/2" drywall with 5d cooler nails @ 4" o/c edge & field (Table 47-1 UBC) 125#/ft 5/8" drywall with 6d cooler nails 0 4" o/c edge & field (Table 47-1 UBC) 125#/ft 1/2" blocked drywall with 5d cooler nails @ 4" o/c edge & field (Table 47-1 UBC) 150#/ft 5/8" blocked drywall with 6d cooler nails @ 4" o/c edge and field (Table 47-1 UBC) 175#/ft C\ 7/8" stucco over paper backed lathw/16gauge staples @ 6" o/c at top & bottom plates, edges, boundaries & field (ICBO Report No. 1823,1972, or No. 1318, 1973) 180#/ft 3/8" Structural IIPlywood with ffd nails § 6" o/c 8 boundaries and edges & 12" o/c field (Table 25-K) 220#/ft 3/8" Structural II Plywood with ^d nails § 4" o/c @ boundaries and edges & 12" o/c field (Table 25-K)' 320#/ft I0\ 3/S" Structural ii Plywood with ffd nails 0 3" o/c @ boundaries and edges & 12" o/c field (Table 25-K) 410*/ft \ 1/2" Structural I Plywood with lOd nails P 4" o/c "x I? boundaries and edges & 12" o/c field (Table 25-K) 510#/ft 1/2" Structural I Plywood with lOd nails 0 3" o/c @ boundaries and edges & 12" o/c field 665#/ft Framing 3" wide or wider /\ 1/2" Structural I Plywood with lOd nails 0 2" o/c •^ (3 boundaries and edges & 12" o/c field ., 870#/ft Framing 3" wide and nails staggered 3/8" Structural I Plywood with 8d nails 8 2" o/c (3 boundaries and edges & 12" o/c field 610#/ft Framing 3" wide & nails staggered /\ 1/2" Structural II Plywood with lOd nails & 2" o/cN § boundaries and edges & 12" o/c field 7701/ft boundary members mm 3", nailing staggered DATES \ APPROVALS Inquired | Heceived ! Date tiuilclinc Phiinmi fnginee Fire ( castal Hsdi'h j Asioc