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Home My WebLink About2517 NAVARRA DR; ; CB900862; PermitC0041879 6247 LISMORE PL CR60 CANTERBURY @I3RESSI PA 10 360 SF RETAIN WALL PER CITY AND OR RETAIN 1016 377 CREYSTONE HOMES TO 7 1c771,J - 0± 1-0q _____BUflDING E1aIoj')4 PLANNING fIbf ENGINEERING FINE AFPRIFORM HEALTH OM HAZMATINROMAL OTHER SEWE1OISIR To FROM m ScHOOLFORM CFDFORM PE&MWERXSHEET SLOGFEES cOMPtETt PLANCORR 5MG cORN ESGL CORN cINE cORN v- B U I L D I N G P E R M I T Permit No: CB900862 04/03/91 09:09 Project No: A9000962 Page 1 of I Development No: Job Address: 2517 NAVARRA DR Str: Fl: Ste: Permit Type: RESIDENTAL ADD/ALT (UNDR $10K) 197 4/03/9j f 11 D2 Parcel No: 216-170-52-01 -.-r Valuation: 9,840 Construction Type: VN Occupancy Group: Class Code: Status: ISSUED Description: ATTIC TO TWO ROOMS & STAIRWAY Applied: 05/25/90 Apr/Issue: 02/22/91 Validated By: CD Appl/Ownr : WHARTON, LARRY 588 1948 639 BISON CT EL CAJON, CA 92019 OWNER OLTC MARY Lic OWNER 9420536 2517 NAVARRA DR 4F CARLSBAD, CA 92,00,9,, ' 2009 / / I CONTRACTOR ALLIED BUILDERS Lc C NO 481 4939 428 NOB /AV I DEL MAR, CA *** Fees Required * Fees Oolleced& Credits ---------------------- --------------------- Fees 224 00 040 Adjustments 00 ' '1Qtal Ctedxts 00 Total Fees 224 00 ,Tocal. Payniertts' 194.00 a1ttce Due 30.00 Fee description I Uit ' Fee/Unit Ext fee Data ---------------------------------------------------------------------- Building Permit 1 117.00 Plan Check / 76.00 Strong Motion Fee Other > 30 GO / C30. EINSPECT BUILDING TOTAL N / / CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City'of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 'A Y4,, 1. PERMIT TYPE I A - p COMMERCIAL UNEW []TENANT IMPROVEMENT B []INDUSTRIAL []NEW [-]TENANT IMPROVEMENT C - tESIDENTIAL []APARTMENT (-]CONDO X INGLE FAMILY DWELLING 'ADDITION/ALTERATION []DUPLEX []DEMOLITION DRELOCATIOM OMOBILE HOME DELECTRICAL DPLUBING DMECHANICAL []POOL OSPA DRETAINING WALL []SOLAR [-]OTHER - - - - -- ..r 17 - C—FR1T 76.03 C' 316 or suite NO. 14L Nearest Cross Streets LEGAL DESCRIPTION Lot No,Subdivision Nome/Number Unit No. / Phase No. 2 1- 44 3 p CHECK BELOW IF SUBMITTED: fl2 Energy Calcs V2 Structural Ca(cs 02 Soils Report Dl Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK /100 ATTIC- c2 -r-D 40 () BLDG. SO. FIG. 4 OF STORIES 3. CONTACT PERSON NAME ,q'41c4N7 ADDRESS CITY STATE ZIP CODE DAY TELEPHONE SIGNATURE APPLICANT DCONTRACTOR IrAGEN1 FOR CONTRACTOR DOWNER []AGENT FOR OWNER NAME LAP-lW t,JfiP.R7Ot4 ADDRESS 6sf- £risoAf C7 CITY Z CAjD" 1&ELCA ZIP CODE 9201P DAY TELEPHONE PROPERTY OWNER OWNER '\ selwu []LESSEE DTENANT NAME M4Y ADDRESS CITY CAtZL.l3AD STA!.M' ZIP CODE DAY TELEPHONE 9y2 CONTRACTOR NAME /WI ED Cv(4-DE12 ADDRESS t/ z8 V6 £ 4u& CITY AltAZ_ STATE CA ZIP CODE DAY TELEPHONE '' 4939 STATE LIC. 4 LICENSE CLASS CITY BUSINESS LIC. 4 TITLE CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. 4 ________ WORKERS' 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 POLICY NO. EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE rm that I am exempt Trom 0 I as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Cede: 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.). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Cede: 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 Cede for this reason: (Sec. 7031.5 Business and Professions Cede: 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 Cede) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES []NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES []NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES ONO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS PET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 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 30970) Civil Cede). LENDER'S NAME LENDER'S ADDRESS APPLICANT'S SIGNATURE I certify that I have read the application and State that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JLIIONENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Cede shalt expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at a SIGAT ny ti after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Cede). APPLICANT S DOWNER 'CONTRACTOR OBY PHONE APPROVED BY: WHITE: File YELLOW: Applicant PINK: Finance &~ C 4) - I/4 4,Aose4%.0 CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB900862 FOR 05/21/91 DESCRIPTION: ATTIC TO TWO ROOMS & STAIRWAY TYPE: RAD JOB ADDRESS: 2517 NAVARRA DR APPLICANT: WHARTON, LARRY PHONE: CONTRACTOR: - PHONE: OWNER: SCI-IULTE, MARY PHONE: REMARKS: MH/MRY/942-9586 INSPECTOR SPECIAL INSTRUCT: TOTAL TIME: 942C INSPECTOR AREA TP PLANCK# CB900862 0CC GRP CONSTR. TYPE VN STR: FL: STE: 588 1948 CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP 041891 Interior Lath/Drywall CO TP 040991 Frame/Steel/Bolting/Welding AP TP 040991 Rough/Topout AP TP 040891 Frame/Steel/Bolting/Welding CA TP 040591 Frame/Steel/Bolting/Welding CO TP 040491 Frame/Steel/Bolting/Welding CA TP 040391 Frame/Steel/Bolting/Welding CA TP 040291 Frame/Steel/Bolting/Welding CA TP 032891 Frame/Steel/Bolting/Welding CA TP 032591 Frame/Steel/Bolting/Welding NR TP 032591 Rough/Ducts/Dampers NR TP 031991 Frame/Steel/Bolting/Welding NR TP 031891 Frame/Steel/Bolting/Welding PA TP 031591 Frame/Steel/Bolting/Welding AP TP 031591 Underground/Under Floor AP TP 031591 Underground/Conduit-Wiring AP TP COMMENTS SEE CARD SEE BACK OF INSP CARD SEE INSP NOTES 3/25/91 SEE INSP NOTES 3/25/91 FINAL AP @ INSUL FLOOR JOIST ONLY IN JOIST ONLY IN JOIST ONLY ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: Th,niaw7 , JURISDICTION: _______________________ PLAN CHECK NO: SET: Jj PROJECT ADDRESS: si /J€L/rret #-q1• PROJECT NAME: JURISDICTION PLAN CHECKER FILE COPY Ups DESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply El with •the jurisdiction's building codes when minor deficien- cies -identified are resolved and checked by building department staff. U The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Li The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. [J The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff dtdnD:t advise the applicant contact person that plan check has -been completed. El Esgil staff did advise applicant that the p14n check has been completed. Person contacted: Date contacted: Telephone #________________ 0 REMARKS: By: k_ Enclosures.: Ap12foI—-53 ESGIL CORPORATION 11 GA 0 AA URN 0 DM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: PEecmBea /9./99l JURISDICTION: 2..,TY OFqei.b PLAN CHECK NO: SET: PROJECT ADDRESS: A517 ft/fr94 Di?. WVV PROJECT NAME: AMC Ves'ô&) APPLICANT FILE COPY UPS DESIGNER fl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply Fl 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 complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Wtf IdAQ70D 639 t'3) C7 I 2o,i Esgil staff did not advise the applicant contact person that plan check has been completed. [J Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # LI REMARKS: By: Enclosures:____________________ ESGIL CORPORATION E GA II AA URN 0 DM - JURISDICTION: dARUMAQ Date plans received by plan checker: 1 /3 V1J PLAN CHECK NO. :L)Z.2-. Date plan recheck completed: )R -124.) By:. PAA.S1t)ô.Q.7?1 PROJECT ADDRESS: ePS! '7 DR. IVF TO: ,&. 1i)h47tiA) RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below 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), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. 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: ôiQ .JLILD,IS0ICTI04tJ The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these items. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. C 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 on the plans. Have changes been made to the plans not resulting from this correction list? Please check. ___Yes No AqUA Form No RPCS.41290 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14.68 DATE: JILL '/ J. flAPPLICANT (S DI CTI JURISDICTION: (l,7 OF ici iPLAN CHE HE CKER OFILE COPY PLAN CHECK NO: SET: flUPS - PROJECT ADDRESS:579 e/ç DESIGNER PROJECT NAME: E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. -, The plans transmitted herewith will substantially comply Li with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies LJ identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. T]e applicant's copy of the check list has been sent to: LPY 1RT1_) y i 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: Telephone 4 D REMARKS: By:1j,y.M4 Enclosures: ESGIL CORPORATION 0 GA U AA U vw 0 D JURISDICTION: 11€LA,&O Date plans received by plan checker:-q-//.- fz) PLAN CHECK NO.: 7Z Date plan recheck completed:7,?o-9) By: . PAIJ.SaJTL PROJECT ADDRESS: c5 I 7 )A 1) Lk.I.R OR - TO: Li4-i V 14J/I,4EL7-1)L) RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled. access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below 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), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. 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, o: 'e (j To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. () The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still outstanding corrections. Please contact me if you have any questions regarding these items. () 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 on the plans. Have changes been made to the plans not resulting from this correction list? Please check. ___Yes No Form No. RPCS.41290 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 0208, San Diego, California 92123, (619) 560-11468. 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 buildinj 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. - I Section 302(a)7. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 7'. 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 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, deck 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. 7'. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(d). Indicate distance from property lines to proposed building. Section 302(d). 31. 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." ij. Clearly show if the lower level is a basement or a story, based on the definitions in Sections 1403 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, by way of the following: REOUIRED SPECIAL INSTRUCTIONS In addition to the regular inspections, the following checked itams will also require Special Inspection in accordance with Sec 306 of the Uniform Building Code. ITEM REQ. IF REMARKS C-2C}D SOILS COMPLIANCE PRIOR TO FOUNDATION INS?. STRUCTURAL CONCRETE ONMER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRnCrri BOLTS ANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED 3J. Exterior walls closer than 3 feet to property ( lines shall be one-hour rated construction and have no openings. Table 5-A. 12111189 2 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. 1A. Projec€ions, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. 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. 184 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. 19. Show location of permanently wired smoke detector: Centrally located in corridor or area giving access to sleeping rooms. Cj) On each story. £,, In the basement. ( When sleeping rooms are upstairs, at the t upper level in close proximity to the stair. e" 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 .6. When the valuation of a room addition or repair exceeds S1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 19 above. Section 1210. GENERAL RESIDENTIAL xEvuiicS i . 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). 2 • 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 2 . Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. Section 1205 (a). 4. 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). 2,. Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 655 open, and the porch abuts a street, yard or court. Section 1205 (a). 2/. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). 34. Show discharge point for exhaust air to be at least 5 feet from any mechanical ventilating intake. Section 1205(c). 18. 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 76". Section 1207 (a). 21. Show ceiling height for laundry rooms, hallways, ccrridcrs, 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. 4. 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. 3/. 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 3 6. Sleeping rooms shall have a window or exterior G Provide stairway and landing details. Section door for emergency exit. Sill height shall not 3306 (b), (c) and (p). exceed 44" above the floor. The window must have an openable area of at least 5.7 square a'. Maximum rise is 7" and minimum run is feet with the minimum openable width 20" and / 11". When the stairs serves less than 10 the minimum openable height 24". Section 1204. occupants, or serves an unoccupied roof, Roort iPPgP/S lb 1f ti2O.f?2 rise, may be 8" maximum and run 9" 3,. Basements in dwelling units shall comly with minimum. the above (even if not designated as sleeping rooms). Section 1204. b. Minimum headroom is 61 -811. 3h. Walls and floors separating units in a duplex /. Minimum width is 36". shall be of one-hour .'fire-resistive construction. Section 1202(b). 6. All handrails per Section 3306 (j), shall / satisfy the following: A mezzanine is an intermediate floor and ray not have a floor area exceeding 33 1/3 percent / Provide handrail for stairways with 4 or of the total floor area in the room below. The more risers. mezzanine floor must have a clear height of 7 feet, above and below, and must have the long b. Handrail shall be 34" to 38" above the side open to the room below except for posts nosing of treads. and protective walls or railings not exceeding 42" in height. Section 1716. y'. The handgrip portion of handrail shall be not less than 1 1/2". nor more than 2" in The loft you show does not comply as a cross-sectional dimension. mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. y'. Every stairway landing shall have a dimension, measured in the direction of travel, at least SIAAYS. AhM RAfl..ThGS equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 41. Floors above the second story shall have no: less than 2 exits. E:ceptions: 1. Occupied 3304 roofs may have one exit if such occupied areas / are less than 500 square feet and located no 4,. An interior door may open inward at the top higher than immediately above the second story. step of a stairway provided the top step is 2. When the third floor within a unit does no: not more than 7 1/2" lower than the floor exceed 500 so. ft., only one exit need be level. Section 3304 (i). provided. Section 3303(a). / i. Provide details of winding stairway complying 4L Recuired exit doorways shall be not less than With Section 3306 (d): 36" in width and not less than 61 8" in height, and shall be capable of opening at least. 90 a. Minimum tread is 6 inches at any point degrees. Section 3304 (f). and minimum 9 inches at a point 12 inches from where the treads are narrowest. 0. Provide 361! high protective railing for porches, balconies, and open sides of stair b. Maximum rise is 8 inches. landings. Openings between railings shall be less than 611. Section 1711. C. Minimum width is 36 inches. Show how guardrailconnection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. 5/10/90 4 114'. Detail all post-to-beam and post-to-footing I connections and reference the detail to the plan. Section 2516 (rn). 11'5. Detail shear transfer connections, including I roof and floor diaphragms, to shear walls. Section 2513. 1 6. Specify nail size and spacing for all shear walls, floor and roof diaphras. Indicate required blocking. Maintain .aximum diaphragm dimension ratios. [Tables 25 I, J, 'K and Section 4714 (d)]. 137. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 1/8. Show 1/2" minimum clearance'betweei n ioD plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 11. Provide roof framing plan and floor framing plan. Section 302 (d). 1310. Provide framing sections through Section 302 (a). 1211. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 12k. Provide calculations for main vertical and " horizontal framing members and post footings. Section 302 (b). 1i3. Provide calculations for lateral loads, shear I panels, shear transfer and related. Section 302 (b). 14. In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-I must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. 125. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) - 16. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 12. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to 0 decay or treated wood is used. Section 2516 (c) 4. 1 8. Show location of attic access with minimum size 22" x 30". Section 3205.Xj3I1V4, Z4. Show draft separation for attic areas between units in a duplex. Section 2516 (f). Sl3C/. Specify plywood and/or particle board I thickness, grade and panel identification / index. Table 25-S. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). 1/2. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. 1/3. Cripple wail 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 I other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (1), 2516(g)3. 135. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. 116. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. ifi. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 2/12/90 8 15. All structures require a Class B roof covering, I except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. i'6. City Ordinance 9792 requires two parking f spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. i7. All chimneys attached to any appliance 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 1 het 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. )SCELLA1S l8A. Please see additional corrections, or remarks, 8I on the following page. 1 9. 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 0detail number, calculation page, etc. 19 . 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. es No The City of Carlsbad. has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619/560-1468, to perform the plan., check for your project. If you have any questions regarding these plan check items, please contact__________________ E///i frija12i Enclosures: Pe)r,LP;) __7•) 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. 2/14/90 11 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 - SAN DIEGO, CA 92123 (619)560-1468 DATE: JLLiUF £. i99j) JURISDICTI JURISDICTION: CARLSBAD J AN CHECK PLAN CHECK NO: i () io []FILE COPY SET: 71 DuPs PROJECT ADDRESS: Q j [;,DESIGNER PROJECT NAME: fl-TT LI The plans transmitted herewith have been. * corrected where necessary and substantially comply with te jurisdiction's building codes. The plans transmitted herewith will substantially comely with the jurisdiction's -building codes when minor deficien- cies identified are resolved and checked by building departmet staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. SM The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. Theàpplicant's copy of the check list has been sent to: IpP' LJHiTfl) /?1 f1.S1)) - 01j. (?jq Esgil staff did not advise the applicant contact person that plan check has been completed. LI Esgil staff did advise been completed. Person applicant that the plan check has contacted:________________________ Date contacted: Telephone # LI REMARKS: By: L Enclosures: / ESGIL CORPORATION I I 0 GA 0AA 0 vw 0 DM I JIJRISDIC'flON: CITY OF CARLSBAD TO: LflFU' V LA) I-fri?TOi) (0 3g ,soiJ •iT e, 9;i, PROJADDRESS: c5/'7 1J#P LEE J D R .41P FWOR AREA: PLAN COMMMON SEW CITY OF CARLSBAD SIE FANnY AND WFLU DWELLINGS Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation,noise attenuation and access for the handicapped. The plan check is based on regulations enforced by •the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1987 NEC (eff. 10/28/87) 1988 UMC (eff. 1/1190) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 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 copy) where each correction item has been addressed i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. Date plans received by jurisdiction: Date plans received by Esgil Corporation: 5-990 Date initial plan check completed: (59O By:tf, .IJSWOIZ.rM Applicant contact perSon: ) WW -raro; Telephone: i27Vt NOTE: PALE NEDBS ARE NOT IN SEQUENCE AS PAGNS HAVING NO MM NEEDING CX)RUONS WREE DRTF). List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC) / 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. 04- 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 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, deck 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 and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(d). Indicate distance from 'property lines to proposed building. Section 302(d). 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." 1/. 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. (2. 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. irni REQ. IF REMARKS CHECKED SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER S It. 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 2 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. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Section 17.10. ]41 Eaves over required windows shall be not less I than 30 inches from the side and rear property lines. Section 504. Plastic skylights shall not be in 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. 17( 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. 19. Show location of permanently wired smoke detector: ,a. 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. e 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 p6. 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. (AL RThflAL 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). 22. 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 23. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. Section 1205 (a). 32. 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). 2~. Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). 2 Provide mechanical ventilation capable of I 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). Show discharge point for exhaust air to be at least 5 feet from any mechanical ventilating intake. Section 1205(c). 34. 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). 30. Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). 3?. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'011. 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. 14. 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. 3f. 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 . 3 36. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not Provide stairway and landing details. Section G3306 (b), (c) and (p). exceed 44" above the floor. The window must have an openable area of at least 5.7 square . Maximum rise is 7" and minimum run is feet with the minimum openable width 20" and / 11". When the stairs serves less than 10 the minimum openable height 24". Section 1204. occupants, or serves an unoccupied roof, 4f. Roorit A PA5AV-9T&D1-702 Basements in dwelling units shall comly with rise may be 8" maximum and run 9" minimum. " the above (even if not designated as sleeping rooms). Section 1204. b. Minimum headroom is 61-811. h. Walls and floors separating units in a duplex /. Minimum width is 36". shall be of one-hour fire-resistive construction. Section 1202(b).. 46. .fl handrails per Section 3306 (j), shall . . s atisfy the following: A mezzanine is an intermediate floor and may I not have a floor area exceeding 33 1/3 percent / Provide handrail for stairways with 4 or of the total floor area in the room below. The more risers. mezzanine floor must have a clear height of 7 feet, above andbelow, and must have the long b. Handrail shall be 34" to 38" above the side open to the room below except for posts nosing of treads. and protective walls or railings not exceeding 42" in height. Section 1716. /. The handgrip portion of handrail shall be z6. The loft you show does not comply as a not less than 1 1/2", nor more than 2" in cross-sectional dimension. I mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. Every stairway landing shall have a dimension, measured in the direction of travel, at least EXITS. STAIRWAYS, AND RAUDGS equal to the stairway width. Such dimension / need not exceed 36 inches. Section 3306 (g), Floors above the second story shall have not ( less than 2 exits. Exceptions: 1. Occupied 3304 (j). roofs may have one exit if such occupied areas / are less than 500 square feet and located no 4. An interior door may open inward at the top higher than immediately above the second story. step of a stairway provided the top step is 2. When the third floor within a unit does not not more than 7 1/2" lower than the floor exceed 500 sq. ft., only one exit need be level. Section 3304 (i). provided. Section 3303(a). / 4. Required exit doorways shall be not less than 4. Provide details of winding stairway complying " with Section 3306 (d): 36" in width and not less than 618" in height, and shall be capable of opening at least 90 Minimum tread is 6 inches at any point degrees. Section 3304 (f). and minimum..9 inches at a point 12 inches from where the treads are narrowest. 0. Provide 3611 high .protective railing for porches, balconies, and open sides of stair Maximum rise is 8 inches. landings. Openings between railings shall be less than 611. Section 1711. C. Minimum width is 36 inches. Show how guardrail connectidn details are I adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. 5/10/90 4 f Provide spiral stairway details, per Section 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. C. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measuring at least 26 inches from the. outer edge of the supporting column to the inner edge of the handrail. Spiral stairways may not be used for required exits when the area served is greater than .400 sq. ft. Section 3306 (f). s4. Provide I.C.B.0. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall, be submitted to and approved by the building official prior to installation. I. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). 5). The walls and soffits of the enclosed usable f space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (ni). 5,5<' Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOFING 5. Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B,C,D and E. 5á. Specify roof material and application. Chapter 32. 5/. Specify I;C.B.0. or U.L. approval number for roof materials not covered in -U.B.C, e.g., tile, etc. Section 107. (o. 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/. Show roof drains and overflows. Section 3207. 62. Provide skylight details ..to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. 6/. Plastic skylights must be separated from each other by at least 4 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). 6/. Provide fireplace construction details or note construction to be per attached fireplace standard drawing. chapter 37. 6. Show anchored veneer support and connections I attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)1 and Section 2515 (a). Show ties and #9 wire in horizontal joints. 6j. Show height and construction details of all masonry walls. Chapter 24. 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. ff4. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS ip. 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) 71. Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). /3. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 12/11/89 . 5 4. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. 7. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns ifrequired. Chapter 23. NOTE: Maximum shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-I. /6. 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). Ii"J.i(•)• 7 I . Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). 7/?. The foundation plan does not comply with the I soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance:________________________________ Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 8.. 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). 8. The soils engineer recommended that he/she / review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations comply with the intent of the soils report". 9. Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. 8/. 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). Dimension foundation per U.B.C. Table 29A: Floors Footing Supported* Sternwall Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8" Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 8. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 9/). Show foundation bolt size and spacing. Section 2907 (f). 9. Specify size, I.C.B.0. number and manufacturer I of power driven pins. Show edge and end distances and spacing. Section 302 (d). 2/13/90 6 If required, show size, imbedment and location of hold down anchors on foundation plan. Section 302 (d). 7/3. If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. .. Show adequate footings under all bearing walls I and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth •into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 (c). 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. FRAMING 1q6. Show wall bracing. Every exterior wood stud I wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. 41.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. 17'2. 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. 19. Show blocking at ends and at supports of floor I joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. 144. 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. 19. 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. 117. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 18. Show nailing will be in compliance with Table 25-Q. l9. Show or note fire stops at the following f locations per Section 2516 (f): In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and d. 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. ly. 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. 111. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 101 ; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 20'. Table 25-R-3. S 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. LDwELEVEL_. 1/3. 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 7 ll '. Detail all post-to-beam and post-to-footing I connections and reference the detail to the plan. Section 2516 (m). 1j5. Detail, shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. S Specify nail size walls, ed blo floor and ___________ requircking. dimension ratios. Section 4714 (d)]. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 1/8. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 10. Provide roof framing plan and floor framing plan. Section 302 (d). l. Provide framing sections through Section 302 (d). 9l. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 1. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). 13. Provide calculations for lateral loads, shear I panels, shear transfer and related. Section 302 (b). it . In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-I must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. 125. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) 9'6. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 12. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. GSection 2516 Cc) 4. Show location of attic access with minimum site 22" x 30". Section 3205.X/31i,J6 A. Show draft separation for attic areas between units in a duplex. Section 2516 (f). Sthickness, Specify plywood and/or particle board grade and panel identification index. Table 25-S. 1/1. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). l. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. 1/3. 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 I 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. 13'S. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. 1/6. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). and spacing for all shear roof diaphragms. Indicate Maintain maximum diaphragm [Tables 25 I, .1, K and MECHANICAL (UNIFORM MXE&NICAL OWE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 2 /12/90 8 Show the size, location and type of all heating and cooling appliances or systems. 1/9. show source of combustion air to furnace, per ter A ITMt All wiring shall comply with the National Electrical Code. - 151. Show on the plan the amperage of the DO. Every dwelling unit shall be provided with electrical service, the location of the heating facilities capable of maintaining a service panel and the location of any sub- room temperature of 70 degrees F. at 3 feet panels. If service is over 200 amps, submit above the floor in all habitable rooms. Show single line diagram, panel schedule and load basis for compliance. UBC, Sec. 1212. calculations. .5?tDlJ HOW t1vP'ii I.7o ( f&idIPEt'lO llil. Show minimum 30" deep unobstructed working 152. Show location of all electrical receptacles. q space in front of furnace. Section 505, UMC.. 153. Electrical receptacle locations and/or spacing 1. Furnace shall not be installed in any bedroom, is not adequate in i)TTi C. 1ex1,y?. 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. I473. Show I.C.B.0. approval number for prefab I fireplace. Show height of chimney above roof per I.C.B.0, 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. I4S. Where equipment is installed in the attic, the I distance from the attic access to such equipment shall not exceed 20 feet. 16. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. 1417. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. D149) Note on plan: Gas vents and non-combustible .../ piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. l0. Provide dryer vent to outside. UHC, Section 1903. 1/19/90 9 1%'4. Show at least one convenience outlet other I than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. l4. Note convenience outlets in bathrooms, kitchen I counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. 16. Note electrical system ground to be provided I per NEC, Art. 250-81. PLThG (UNI704 FLIMM (DOE) 7. Show water heater size, type and location on 4 plans. UPC, Section 1301. IA. 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. 3,59. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. 1 I 0. 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. It . Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). lI2. Show that water heater is adequately braced to I resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). 164. Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). l4. Provide clothes washer hook-up for each unit. Title 24, Part 3. NOISE INSULATION 145. 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 decihaIs. 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 STC of 50 between garage and living area if garage use is not controlled by resident. Title 24. ENERGY CONSERVATION 168. Provide plans, calculations and worksheets to show compliance with current energy standards. 169 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. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 1712. 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. S 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. 17/4. Provide fluorescent general lighting in I kitchen(s) per CAC, Title 24, 2-5352(J). CARLSBAD S .F.D. & DUPLEX SUPPLENENY 175. Energy conservation design should be for Zone 7. l. Floor drains must have auto-prime (city ' policy). 174. Note exhaust fans cannot be ductless type I (city policy). 17g. 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). 19. 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). 10. 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). Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show on the Title Sheet on the plans, the I information required by the attached Developmental Services Sheet 112383. l3. 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 15. 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. '6. City Ordinance 9792 requires two parking 7 spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. ibi. All chimneys attached to any appliance 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. MISCELLANEOUS 18,4. Please see additional corrections, or remarks, I on the following page. 189. 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. Smade Please indicate here if any changes have been to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Enclosures: i. LiE7P(Y Pih PL.c*,) - Ptyr,).. IFJ 7 JtJT1P'? ,p- _r),rc swow OQ.. 3(AJPüIZr OF 5rit"p-S.c/M ,,i .seiipolar 70 /1)7J'ri FY vc., ,) 1crric. -1'-' 16'' "-i '"• v io Have changes been made to the plans not resulting from this correction list? Please check. Yes No The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619/560-1468, to perform the plan., check for your project. If you have any questions regarding these plan check items, please contact___________________ Eli PE'i) frPfjiioarw 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. 2/14/90 11 Date* -5-9t' JurisdictionCARLSBAD Prepared byt D Bldg. Dept. gFcpJY,bJw2i-1 VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO._9g-O'(p BUILDING ADDRESS APPLICANT/CONTACT J. PHONE NO. BUILDING OCCUPANCY DESIGNER PHONE_____________ TYPE OF CONSTRUCTION _j/ jJ CONTRACTOR PHONE____________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE A-Trlc. c&)es'& /. r? QVQ Air Conditioning Commercial - - Residential Res. or Comm. -Fire Sprinklers T I T Total Value Buildin PemjtS Fee. S. Plan Check Fee s COMMENTS: SHEET/ OF / 12/87 . BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: PLANCHECK NO.- - 1 2 3 15ff1k Frr1y €dLTa ddi7Q S 1 0 R D /I1J 2-I (i - /7t)- 5241 C C C PROJECT ID: 2617 (t/arafrA Or. H H H E E E LEGAL REOUIREMENTS C C C K K Site Plan (9 0 E 1. Provide a fully dimensioned site north arrow ãieit ne.s easem'ëii eiisting an structures, streets, existing street_improvemeiit and dimensioned set ac s. Show on site Dian: cTi{sh floor re- iItions of finishrgde adjacent to builffTn- gp existinc topographical lines, existing and propsed with percent (%) grade anddaiaageattifiD Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance No Discretionary approvals were required. Project complies with all Engineeri'ng Conditions of Approval for Project No._______________________ Project does not comply with the following Engineering Conditions of Approval for Project No.______________________ Conditions complied with by: _Date:__________ Field Review Field review completed. No issues raised. Field Review completed. The following issues or discrepancies with the site plan were found: Site lacks adequate public improvements. Existing drainage improvements not shown or in conflict with site plan. Site is served by overhead power lines. Grading-is required to access site, create pad or provide for ultimate street improvement. FRM001O . DH 08/29/89 ITEM COMPLETE ITEM INCOMPLETE - NEEDS YOUR ACTION X ITEM SELECTED &a&) t)'— A-7-"L --nz) 7- a0fr an Show: Dosed , E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. F. Other:________________________________________________ Dedication Requirements - No dedication required. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 84" 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 No public improvements required. to occupancy. 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 X 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). No grading required as determined by the information provided on the site plan. 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. Grading Inspector sign off. Date: By: Miscellaneous Permits v"16. Right-of-Way Permit not required. 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued .by the Engineering Department is required for the following:_________________________________________________ Sewer Permit is not required. 19. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. _____ Industrial Waste Permit is not required. FRMOO1O.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 it//Pr 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: Public Facilities Fee required. Facilities Management Fee Zone: Fee: Sewer Fees Permit No. Fee: _____ Sewer Lateral required: Fee:__________________ __ REMARKS: ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY:SC}+EIPJL.. Date:3rTT __ o J 0 1 'ego FRM001O.DH 08/29/89 JM25. AA 26. —A2 7. iiJ/4 28. EDU's F PLANNING CHECKLIST Plan Check'No. Address Pr. A PN: .R 1 t lie' - _•5Z4/ Planner Phone 438-1161 (Name) 0 Type of Project and Use a4?S i-I I Zone fP-)fl Facilities Management Zone Legend EJ Item Complete Item Incomplete - Needs your action' 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified 0 Environmental Review Required: YES NO TYPE .DATE OF COMPLETION: Compliance -with conditions of approval? If not, state conditions which require action. Conditions of Approval /0F_1 • Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO. • DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions wh1.h require action. Conditions of Approval 0 Coastal: YES NO DATE OF APPROVAL: Compliance with conditiohs of approval? If not, state conditions which require action. Conditions of Approval Have plans been marked up? YES Additional Comments ! -v - L'.L CIO 0 Landscape Plan Required: YES NO See attached submittal requirements for landscape plans \Site. Plan: XOO VIA- 2. iui 3. huh 4. Provide assessor's parcel number. Zoning: 7. C] 0ec] 1. 11 Setbacks: / & 6. 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.. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. D I('C El do W/C- C3 'o VV/C-- Required Shown Required Shown Required . Shown , Required Shown Required Shown Required _______ Shown 4. Parking: Spaces Required Shown Guest Spaces Required Shown Front: Int. Side: Street Side: Rear: Lot coverage: Height: Additional comments aid reiiarks have been made on the building plans. These marked-up plans tay be picked up at the Building Department. These marked- up plans must be resubmitted with the revised plans for this project. OK TO ISSUE 1JAJ DATE P LNC K . F RM