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Home My WebLink About2537 NAVARRA DR; ; CB910409; PermitB U I L D I N G P E R M I T Permit No: CB910409 04/17/91 09:20 Project No: A9100485 Page 1 of 1 Development No: Job Address: 2,537 NAVARRA.DR Str: Fl: Ste: Permit Type: RESIDENTAL ADD/ALT (OVER 810K) . . Parcel No: 216-170-54-S 1929 04/17/91 00 Valuation: 31,824 Construction Type:. VN Occupancy Group: Class Code.: B-Il Status: ISSUED Description: 442 SF ADDITION UNIT B-li Applied: 03/06/91 2D FLOOR OVER LIVING ROOM Apr/Issue: 04/17/91 Validated By: CD Appl/Ownr : SAUNDERS; WILLIAM . . 619 436-8650 2537 NAVARRA DRIVE B-11 CARLSBAD, CA 92008 *** Fees Required **7 **r\Fees011ected & Credits . 5S00'\•'-'\'/ç/2"\-- ------------------------ Adjustments: / .0Q\\) Total<Cr dit : .00 Total Fees: /533.00 .-_. Totàl,.P&vmepts:\ . 194.00 / .-\..". afn5e:\ .339.00 Fee description / i\"Units\"We/Unt Ext fee Data Building Permit / \ 298.00 Plan Check 1 194.00 Strong Motion Fee' \/ J3! \' 2.00 BUILDINGITOnTAL urrbing IsuF \'hii / N Enter "Y"for Electric 1 / / ! 5.00 Y Enter "Y" for Remodel \ / / 100 Y * ELECTRICAL TOTAL (\$10 Minimum) 15.00 Enter '1' for 15.00 Y Install Furtt/Ducts \. ...•1 .->-..JL_--'i.o \V 9.00.. 9.00 * MECHANICAL TOTAL \ -.'I/ -- /' 24.00 N ..-fLPPROVAL : DA71 E. di ~q . CLEARANCE. . CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 EST. VAL fe:;) (7 PLAN CE DEPOSIT VALID. BY DATE Q. lk PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE I - A - p COMMERCIAL DNEW OTENANT IMPROVEMENT B - []INDUSTRIAL [-]NEW DTENANT IMPROVEMENT C - RESIDENTIAL DAPARTMENT CONDO []SINGLE FAMILY DWELLING DDITION/ALTERATI0N [I DUPLEX ODEMOLITION []RELOCATION DMOOILE HOME DELECTRICAL D PLUMB ING []MECHANICAL DPooI [I SPA DRETAINING WALL []SOLAR DOTHER_______________ 2. PROJECT INFORMATION PLAN CHECK No q/707 Address II55 ..3AVAgALA. t2.. Byi/ding of quite No. Nearest Cross Streets LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No. A.F.A.cq0 4(Q-2JCD —'10 WT 4/LL84D T001'73-CD CHECK BELOW IF SUBMITTED: 02 Energy Catcs — 02 Structural Calcs 02 Soils Report Di Addressed Envelope - ASSESSOR'S PARCEL O9O,.4 7(p '10 • EXISTING USE st0eitrkt. PROPOSED USE uza,.ac.rulun ur NVR, tO Co f=LDOP o'J ea- LIJfr44 (Z& vJNiL.'ud) C.61L1P.Jcj, BLDG. SO. H OF STORIES CONTACT PERSON NAME 14oM44 14ir"w-. ADDRESS 52.5 lict. fl4 t 4'/E. , 1o4- CITY C_-01401 DO STATE 64 ZIP CODE 92.01.5 DAY TELEPHONE 745—U 12>5 SIGNATURE APPLICANT ri CONTRA AGENT FOR CONTRACTOR DOWNER MM -GENT F NAME .1o.t'w.L cIR ADDRESS OWNE4 CITY SC,.OtJb(PO STATEA, ZIP CODE 9202_S DAY TELEPHONE _146-(0 13S PROPERTY OWNER OWNER CILESSEE []TENANT NAME kJ%LuA W . ADDRESS '2 T VAR ADR, s-re.. 's-fl CITY CAeL.B4P STATE A" ZIP CODE 92005 DAY TELEPHONE 4'C —&4P 50 CONTRACTOR ro "- 1',-i0 NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. H LICENSE CLASS CITY BUSINESS LIC. H SIGNATURE TITLE DATE DESIGNER NAME 901U.i-4 c. ADDRESS.jç W. IH-((LO frJG- 57E z. 04- CITY 5orJ 0 10STATECA ZIP COOE42t201' DAY 1ELEPHON(6%4) STATE LIC. 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. Q. 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 B. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the contractor's License Law for the following reason: O I as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sate. 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 sate.). O I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) Licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001). SIGNATURE DATE COMPLETE THIS SECTION FOR HON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES ONO 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 NET 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 3097(i) Civil Code). 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, JUDGMENTS, 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 Code shell 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 nc.,..ndoned at anv....t4maafter the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). IS S AURE A.. DOWNER DCONTRACTOR 0 B PHONE APIROVE08!-.. DATE WHITE: File YELLOW: Applicant PINK: Finance CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB910409 FOR 05/30/91 INSPECTOR AREA TP DESCRIPTION: 442 SF ADDITION UNIT B-li PLANCK# CB910409 20 FLOOR OVER LIVING ROOM 0CC GRP TYPE: RADMAJ JOB ADDRESS: 2537 NAVARRA DR APPLICANT: SAUNDERS, WILLIAM CONTRACTOR: OWNER: REMARKS: RS/436-6524 SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical CONSTR. TYPE VN STR: FL: STE: PHONE: 619 436-8650 PHONE: PHONE: INSPECTOR ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP EN 052091 Rough Electric AP PK SEE INSP NOTES 051791 Rough Electric SW PK SEE INSP NOTES 051591 Interior Lath/Drywall AP TP 051091 Frame/Steel/Bolting/Welding AP TP FLOOR JOIST & SHEAR WALLS 050691 Shear Panels/HD's AP TP UPPER & LOWER SHR PNLS ,414 CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB910409 FOR 05/20/91 INSPECTOR AREA TP DESCRIPTION: 442 SF ADDITION UNIT B-li PLANCK# CB910409 2D FLOOR OVER LIVING ROOM 0CC GRP TYPE: RADMAJ JOB ADDRESS: 2537 NAVARRA DR APPLICANT: SAUNDERS, WILLIAM CONTRACTOR: OWNER: REMARKS: MH SPECIAL INSTRUCT: CONSTR. TYPE VN STR: FL: STE: PHONE: 619 436-8650 PHONE: PHONE: INSPECTOR TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 34 EL Rough Electric AtP 5e- iJ&f g,'/o ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 051091 Frame/Steel/Bolting/Welding AP TP FLOOR JOIST & SHEAR WALLS 050691 Shear Panels/HD's AP TP UPPER & LOWER SHR PNLS /,s , CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB910409 FOR 05/17/91 DESCRIPTION: 442 SF ADDITION UNIT B-li 2D FLOOR OVER LIVING ROOM TYPE: RADMAJ JOB ADDRESS: 2537 NAVARRA DR APPLICANT: SAUNDERS, WILLIAM PHONE: CONTRACTOR: PHONE: OWNER: PHONE: INSPECTOR AREA TE PLANCK#91-0-4-097 0CC GRP CONSTR. TYPE VN STR: FL: STE: 619 436-8650 REMARKS: MH/ INSPECTOR SPECIAL INSTRUCT: ELECTRIC AND PRIMING SKYLITE TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 39 EL Final Electrical - - c3 - A C "'/o fV2?C7 e/o<) ***** INSPECTION. HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 051091 Frame/Steel/Bolting/Welding AP TP FLOOR JOIST & SHEAR WALLS 050691 Shear Panels/HD's AP TP UPPER & LOWER SHR PNLS 41f 0 - ,veg2s I 5/17 Jim 91-409 2537 Navarra Three story uiid iith one unit on first floor and another 2 story unit on the second and third floors. Added loft area, 442 SF. OK no second exit, however he added it to an existing bedroom on the same level, so now he has a lot of footage.in excess of 500 on third story I seem to remember a conversation about this, but guess what. I. can't remember the decision. I'm attaching the plans because you have already left the office. Could you please look at them Monday and telephone me. If I'm on jury dury please telephone Pat Kelley. We need to know how we interpret a two story unit in a three story building. I) \ ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: C zs p PLAN CHECK NO: - 40 05 SET: it PROJECT ADDRESS: 5'1 NTzi. V0,, S-c B- ti PROJECT NAME:Yfl Ji ora Luk- c.. 4 ECKER U!cT ION DFILE COPY n 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 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. D The check list transmitted herewith is-for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. 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 did not advise the applicant contact person that plan check has been completed. 01 Esgil staff did advise applicant that the plan check has been completed. Person contacted:_____________________ Date contacted: Telephone # 0 REMARKS: By:Z34 lL.4;r.J Enclosures:___________________ ESGIL CORPORATION 0 GA 0 AA 0 RN 0 DM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560.1468 DATE: SP .ISDJICT JURISDICTION:CH OFILE COPY PLAN CHECK NO: cJ I -4o 06 SET: I oups O DESIGNER PROJECT ADDRESS: -(2.cj-r %j PROJECT NAME: --jpp_ O Luj Ej 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 0 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. j 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: (a 'v A W I s7 m U)(1 fl4. Q) )t. _o4 (O-)D'DO J CA co.a_ Esgil staff didnot advise the applicant contact person that plan check has been completed Giv2.. _ 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: 0 REMARKS: - Telephone ? By:.Ji Enclosures:Oi Cp. Lic.,- ESGIL CORPORATION 11GA 0AA C1 RN C] DM. (7 JURISDICTION: -2.LS A n TO: 'JO Z M 0 W 4) M S W-r Tht w A i ZO 4- COiJDIc,Ô C.05 2. o'z.c PROJECT ADDRESS: pi USE: — CONDO TYPE OF CONSTRUCTION: 7 1 ACTUAL AREA: - ALUMABLE AREA: STORIES: 3 A SPRThKIS: 1\)O RIARKS: A9 2.O '2..yi 1' 1.&LorZO ('Z twIT Buck , PLAN CORRECTION pr APA244TS: MOT FROM HANDICAPPED Date plans received by jurisdiction: Date initial plan check completed: By: —St AA ____________________________ Applicant contact person: A4r.J Telephone: 14-15 13' FOR: PLEASE READ Plan check is united 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 enforced by the Planning Department, Engineering Department, Fire 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. 1/1/90) The above regulations apply to residential construction, regardless of the code editions adopted by the ordinance. The 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 smeedup the recheck process, note on this list 3fC0(gl (or a copy) where each correction item has been addressed i.e., elan sheet, specification. etc. Be Date plans received by Esgil Corporation: sure to enclose the marked up list when you submit the revised plans. 31 NOTE: PACE NUMBERS ARE NOT IN AS PAGES HAVINIG NO ITEMS NEEDIM OMMMONS DEEJ=. (0 t List. No. 30: R-1 General, For Apartment rojec s Exempt From Handicappe cce , I ou y Energy Tables or Supplement For Local Ordinance or Local Policy Requirements. (1988 UBC) A. PUNS 1. Please make all corrections on the original I and submit two new sets of prints, and any original plan sets that may have been any to you by the jurisdiction, to: V Esgil Corporation, 9320 chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. se 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. () Provide a statement on the Title Sheet of the 7 plans that this project shall comply with Title / 24 and 1988 UBC, UMC, and UPC and 1987 NEC. Y. Provide the site address and a vicinity sketch on the Title Sheet. () All sheets of the plans and the first sheet of j the calculations are required to be signed and / sealed by the California licensed architect or engineer responsible for their preparation. (Calif. Business and Professions Code) Indicate on the Title Sheet whether or not a grading permit is required for this project. Show on the Title Sheet all buildings, 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" on the site plan or Title Sheet. 9 Provide a Building Code Data legend on the Title Sheet. Include the following code information for eaeh building proposed :L%Si1SJ( Bi%LOI6J v. Occupancy Group Type of Construction .. t .fc2.. Sprinklers: Yes or No ..SO. Stories Height — Floor Area Justification to exceed allowable area in Table 5-C. (if applicable) Justification to exceed allowable height or stories in Table 5-D. (if applicable) Specify on the Title Sheet of the plans the / gross floor area of each element of this project including units, garage, carport, patio, deck and balcony. Section 302 (d). Provide a Building/Unit Schedule on the Title / Sheet. Include the following: Designation and area of each dwelling unit type. Number of each designated unit types in each building (including handicapped access units). C. List any other occupancies or uses included in each building, i.e., common laundry, coon storage, garage, rental office, etc. 31. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, streets, existing and proposed buildings and structures, location of yards used for allowable increases of building area and dimensioned setbacks. Provide a statement on the site plan stating: ' "All property lines, easements and buildings, both ecisting and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Yl Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. 1 Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Dimension distance from curb to property line. Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. CLCu&1 o'...S vvwcer 9t.&r(Lt? A. C19, Li c,tat. is Cu s... Or?. AM t4%-M-Mr i CS 'LO 'L Ic. uo -. 1Y b 'n 4. o ti r- 1-oi- o,. 12/15/89 2 Area separation walls, which separate portions of buildings having different heights, may terminate thirty inches above the lower roof level, provided the exterior wall for a height of ten feet above the lower roof is of one- hour fire-resistive construction with openings protected by three-fourths-hour assemblies. As an alternate the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall are one-hour construction for a ten foot width along the wall at the lower roof, and supporting elements are one-hour; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one-hour for the entire span, and supporting elements shall be one-hour. Section 505 (e) 5. 5/ Show the basis for the approved fire-resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet i.e., item number in Table 43- A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type 'X', per Item 21-1.1 in Table 43-C). Parapets of area separation walls shall have non-combustible faces for the upper 18 inches, including counter flashing and coping materials. Provide complete details of the area separation wall(s) to show compliance with Section 505 (e). Provide a note on the plans stating: "Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". Section 4304 (e). K. NJU.DThG B1rJS1vP.I&s Clearly show the maximum building height based I on the definition in Section 409. (I) Clearly show if the -lower level is a basement '7 or story, based on the definitions in Section 403 and 420. 59 Plot the finish grade (adjacent ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. 6/. The height and number of stories cannot exceed f that shown in Table 5-D. Show the code basis for the height/number of stories as shown. () One additional story would be permitted beyond j that shown in Table 5-D, if the building is I sprinklered throughout and the sprinkler system is not otherwise required by Section 506 (area) or Section 508 (substitute for one- hour). Section 507. Towers, spires and steeples shall comply with Section 507, Exception 1. Penthouses shall comply with Chapter 36. F FIRE-RISTIVE R(SION V Walls and floors separating dwelling units in / the same building shall be of not less than one-hour fire-resistive construction. This does not apply to hotels. Section 1202(b). Group R, Division 1 occupancies more than two J stories in height, or having more than 3,000 J sq. ft. of floor area above the first story shall be not less than one-hour fire-resistive construction throughout except as provided in Section 1705 (b) 2. Section 1202 (b). Where one-hour fire-resistive construction is required, an approved automatic sprinkler if system may be substituted for the one-hour / construction, however, the fire sprinkler system shall not waive or reduce fire- resistive requirements for: occupancy separations, dwelling unit separations, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 1715. Section 508. Provide details of the one-hour fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, gable end assemblies at attics, etc. Chapter 43, Chapter 17. Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). f3. Detail how one-hour fire-resistive wall / construction is maintained at built-in wall fixtures and behind bathtub and shower enclosures, mailboxes, medicine cabinets, fire extinguisher cabinets, electric panels exceeding sixteen sq. in. in area, etc. Section 4304 (e). 70. Detail and reference I.C.B.O. number or other I approval for horizontal fire assembly using trusses. Item 21-1.1 in Table 43-C requires 2 layers of 5/8" Type X gypsum wallboard at the bottom chords of trusses. Section 4303 (b) 8. Where different roof heights occur, no openings in the lower roof are permitted within ten feet of the area separation wall if parapets are not provided. Section 505 (e) 5. W4 - e àVàL 12/20/89 5 - ' c 3/. Detail how fire-resistive wall and ceiling 8ft' protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Show duct openings in ceilings, regardless of size, have approved ceiling fire dampers. Section 4303 (b) 6. 72 Roof/ceiling and floor/ceiling assemblies must be of one-hour construction. Detail fire assemblies on plans along with their I.C.B.0. 8X. number or other ID number from the Fire Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C, U.B.C. Detail water heater vents located inside fire- resistive wall construction or within fire- resistive shafts. Ducts for FAll's or any other air-handling systems between floors must be in rated shafts. Table 17-A; Section 1706 (a), Section 4306 (j). /4. Clearly identify location and hourly fire- resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706. a75 Detail column fire protection per Table 43-A in the U.B.C. -end speeify column impact 97 protection in garage arena per Seetien 4303 (b) 5.. As a minimum, she.r a t.tenty-tvo gauge ateel jaeket areund eaeh eelit te a height ef three feet above the ground for impaet protections. 76. Structural members such as beams supporting more than one floor or roof must be individually fire protected (Section 4303 (b) 6). Detail required protection, per Table 43- A or NRB-250, U.L. etc. i. Clearly specify minimum thickness of walls and / slabs to provide -hour fire- resistive rating per Table 43-B and C. Clearly specify minimum cover for bonded reinforcing at fire-rated columns,____________ fire-rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3... 7A. Note that all plumbing and electrical / penetrations at occupancy, area, corridor or other fire separation walls shall be as specified in Section 4304 (e). Detail all furred ceilings as required in / Section 4203. Show fire-retardant treated wood where necessary. Provide cross-section of one-hour corridors serving an occupant load of ten or more. Label corridors on plans as one-hour corridors; specify on the plans all doors as twenty-minute fire assemblies with self- closers or automatic closers with smoke detectors, and all windows as 1/4 inth wire glass in steel frames and all duct penetrations to have fire dampers. Section 3305 (g), Section 3305 (h). Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than ten feet wide and exit enclosures, along with their hourly ratings. Section 302 (d). G. OCCUPANCY SEPARATIONS Storage or laundry rooms that are within Group 1 R, Division 1 occupancies, that are used in coon by tenants, shall be separated from the rest of the building by not less than one-hour fire-resistive occupancy separations. Section 1202 (b). 8/. Provide a full one-hour occupancy separation between R-1 and M-1 or B-i (M-i up to 3,000 sq. ft.) occupancies. Fire protection only on the garage side applies only to R-3/M occupancy separations, not R-i/M occupancy separations. Table 5-B and Section 503 (d). Provide one-hour fire-resistive door assemblies in the one-hour occupancy separation. Section 503 (c). 8/. The required three-hour rated occupancy ( separation between R-I, and B-i occupancies may be reduced to a two-hour rating when the B-i is limited to the storage of passenger vehicles, and the provisions of Section 702 are not applicable (Table 5-B). The two-hour occupancy separation may be further reduced to one-hour, if the aggregate area of B-i occupancy within the building does not exceed 3,000 sq. ft. Section 503 (d). Garages are not permitted to open into a room ( used for sleeping purposes. Section 1104. N \J - \ a. 9>UO c,. / c c L% Wfl CA) 1t - mu-,-r . I W2.1 AG I... LW , 1 c (.j or c.AJ - I . n+1 0 C vvi o rL4-- 2t) iy' IC-.0 AiLCt. '1W 'J & tO vor I4-G41'.)( c-kit Pr SS - (2,*;51 rj C,, - 6) Draft stops shall be installed in floor- /4. Show a seven foot minimum ceiling height for , ceilings, attics, mansards and similar the kitchens, halls, corridors, laundry rooms 4! concealed spaces and shall be above and in line and bathrooms. Section 1207 (a). f with walls separating units from each other and ,from other uses. Section 2516 (f). l8. Provide thirty inches clear width in water / I closet compartments and twenty-four inches 177. Every sleeping room below the fourth story clearance in front of the water closet. / shall have at least one openable window or Section 511 (a). exterior door for emergency escape or rescue. I The clear opening shall be at least 5.7 sq. 18A• Show corridor width to be minimum 36" within ft., twenty-four inches high and twenty inches units. Section 3305 (b). wide. The finish sill height shall not exceed c'e. or' forty-four inches above the floor. 87 Show Klocation of permanently wired smoke / Section 1204. , detector: I 4 1/13. Residential basements shall comply with the / a. Centrally located in corridor or area above (whether they are intended for sleeping f giving access to sleeping rooms. purposes or not). b. On each story. C. In the basement. 17(. One room must contain a minimum of one hundred J d. When sleeping rooms are upstairs, at the / twenty sq. ft. of superficial floor area. upper level in close proximity to the , Section 1207 (b) I stair. / e. In rooms adjacent to hallways serving 175. Habitable rooms, other than kitchens, shall I bedrooms, when such rooms have a ceiling contain at least seventy sq. ft. of floor area. height 24 inches or more above the Section 1207 (b). ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible 176 Window area must be at least 1/10 of the floor in all sleeping areas of the unit. Section area (minimum 10 sq. ft.) in 1210. )&) n ;2.O0v'jiJ 188 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms ?tOJOO C Cv'r oiJ . Section 1205 (a). are created, smoke detectors shall be provided i .. at existing bedrooms per item 187 above. 177. One-half of all required window area must be / I openable in 19. Glazing, in the same wall plane as a door, / must be safety glazing if within 12" of the o door and less than 60" above the walking / surface, unless the glazing is leaded on 16. Openable window area must be 1/20 of the floor faceted glass. Section 5406 (d) 7. area (minimum 1-1/2 sq. ft.) in bathrooms, laundry rooms and similar rooms. 10. Glass in excess of 9 sq. ft. with the lowest Section 1205 (a). ( edge less the 18 inches above a walking / . . surface shall be safety glazing or shall have 1j9. Provide mechanical ventilation capable of a horizontal number not less than 1-1/2 inches providing five air changes per hour in in width and located between 24 and 36 inches bathrooms, water closet compartments, laundry above the walking surface. Section 5406 (d) 7. rooms and similar rooms if. required openable / windows are not provided. Section 1205 (c). 19,1.. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic 18ft. Show discharge point for exhaust air to be at (including windows within 5 feet of tub or ( least 5 feet from any mechanical ventilating shower floor). Section 5406 (d) 5. intake. Section 1205(c). 18,L. Ductless fans cannot be used in bathrooms if a ( tub or shower is present. Section 1205(c). I . No habitable room, other than a kitchen shall be less than seven feet in any dimension. Section 1207 (c). 183 Show a seven foot, six inch minimum ceiling height for habitable rooms other than the kitchens. Section 1207 (a). 2/14/90 12 Guardrails: N. ROOF / a. Shall be installed at all unenclosed floor 1. Class B roof coverings are required for R-1 and roof openings. / occupancies. Table 32-A. Exceptions: b. Shall be installed at open and glazed 1. Nonrated roof coverings may be used on sides of landings and ramps. buildings which are not more than two stories in height and have not more than C. Shall be installed at balconies or porches 3000 square feet of projected roof area more than 3011 above grade or floor below, and there is a minimum of 10 feet from the extremity of the roof to the property Shall be installed on roofs used for other line on all sides except for street than service of the building. fronts. Shall have a height of 42" (interior 2. Buildings which are not more than two guardrails within individual dwelling stories in height and have not more than units may be 36" high). 6000 square feet of projected roof area and there is a minimum of 10 feet from Shall be detailed showing adequacy of the extremity of the roof to the property connections to resist the horizontal force line or assumed property line on all prescribed in Table 23-B. sides except for street fronts may have Class C roof coverings and roofs of cedar Open guardrails and stair railings shall or redwood shakes and No. 1 shingles have intermediate rails such that a sphere constructed per Section 3204(e). 6" in diameter cannot pass through. / Section 1711. NOTE: The above exceptions don't apply to / )5 . Types I or II construction. 3. Parking garages in connection with R-1 occupancies shall have an unobstructed headroom Specify roof slope. I clearance of not less than 7 feet above the j ( finish floor to any ceiling, beam, pipe or j96. Roof slope is not adequate for roof type similar construction except for wall-mounted specified. Table 32-B,C,D and E. shelves, storage surfaces, racks or cabinets J Section 1102(c). 97 Specify roof material and application. Chapter 32. NOTE: Pending Federal Regulations. Regulations currently being developed by the Federal Government ]ft8. Specify I.C.B.0. or U.L. approval number for may impact those projects that do not obtain I roof materials not covered in U.B.C., e.g., occupancy approval prior to March 13, 1991. These tile, etc. Section 107. regulations may impact apartments, condominiums, all j multi-family units in buildings with elevators, and ]9. Specify minimum 1/4 inch per foot roof slope fl ground floor units in buildings without for drainage or design to support accumulated elevators. Federal language allows exemptions for water. Section 3207 (a) and Section 2305 (f). only those multi-family buildings or projects / containing three dwelling units or less. Although )t)0. Show roof drains and overflows. Size drains these regulations have not been finalized, designers f per Appendix D in the UPC. Section 3207. may wish to consider designing to current ANSI standards for buildings which may be subject to the 201 Provide skylight details to show compliance Federal Regulations. with Section 3401 and AJW or provide ,ff I.C.B.O. approval number. ' 29t. Plastic skylights must be separated from each (. other by at least 4 feet. Section 5207 (a) 6. 29 Plastic skylights shall not be installed .f 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. ) '5i i' Oi) V% () fli 0 P11 o , j StEt , - . p.., p -i) c 'PeLi ' 00p_ C.o I e. U o%.. -v ?L-hvS 2/12/90 13 22'2. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below or sticky back. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ITEM 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 313. Where special inspection is required for masonry, note on the plans that prism tests shall be performed in accordance with Section 2405. Section 2406(c)l. 2/4. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. 215. 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 in line. Section 2506 (h), 2517. z$. Show blocking for floor joists and rafters at I ends and at support points. Section 2517 (d) 3. 127. Show solid blocking at exterior walls on I trussed roofs. Section 2517 (h) 6. 22/ Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beans, walls or partitions, more than the / depth of the joist. Section 2517 (d) S. 219. 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. 2j. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 23 ..Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 2. Show or note fire and draft stops at the / following locations per Section 2516 (f): in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals 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 in line 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. e. Draft stops shall be provided in floor- ceiling assemblies and attics in line with walls separating units and separating units from common areas. Section 2516(f). (23 ). Show nailing will be in compliance with Table 25-Q. /134 Show stud size and spacing. Maximum allowable stud heights; bearing wall: 2 x 4 and 2 x 6 if max. 101 ; non-bearing: 2 x 4 max. 141 , 2 x 6 / max. 201. Table 25-R-3. 0 35 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. 2/12/90 15 TO) 2). Note an A.I.T.C. Certificate of Compliance for Individual concrete or masonry piers shall glued laminated wood members shall be given to project at least 8 inches above exposed ground the building inspector prior to installation, unless the columns or posts which they support Section 2505. are of approved wood of natural resistance to decay or treated wood is used. 23 . Detail all post to beam and post to footing Section 2516 (c) 4. 1 J connections and reference the detail to the plans. Section 2516 (in). (25g. Specify plywood grade and panel identification J index. Table 25-S-i. 23 . Detail shear transfer connections, including / roof and floor diaphragms, to shear walls. / 2$. When roof pitch is less than 3:12, design Section 2513. ridge as a beam. Section 2517 (h). 239. v Specify nail size and spacing for all shear and roof 2 . If foundation cripple wall studs are less than walls, floor diaphragms. Indicate I 14", framing shall be solid blocking or the fl required blocking. Maintain maximum diaphragm cripple studs sheathed with plywood. Section dimension ratios. Tables 25 I, J, K and 2517 (g) 4. Section 4714 (d). / Provide truss details and truss calculations ~3. Cripple wall studs exceeding 4 feet in height 2ft0. shall be 3 inch by 4 inch or 2 inches by 6 I for this project. Specify truss identification numbers on the plans. inches when supporting 2 stories. Section 2517 (g) 4. 254. Provide roof framing plan and floor framing Section 302 2f. Show plywood sheathing over exposed eaves, or plan. (d). "bonded other weather exposed areas, is with exterior glue." Plywood used for exterior (242) Provide framing sections through: wall covering shall be the exterior type. Section 2516 3, 2516 (g) (i). / çnonj ø Sêo) Ii.c) LiL' / 2J5. Specify truss layout for 30" x 30" attic 9cr Lo s ti +0 Dit)' ' access, if equipment occurs in the attic. Section 302 (d). 24 Specify all header sizes for openings 4' over 276. Ridges, hips, and valleys shall be at least . ( one size larger than supported rafters. wide. Section 2517 (g) 5. Section 2517 (h) 3. 244 Provide calculations for main vertical and horizontal framing members footings. 217. In open beam construction, provide strap ties , and post / across the beams at the ridge support. / Section 302 (b). Section 2501 (b). Provide calculations for lateral loads, shear Q. FOUNDATION RuIx4TS le panels, shear transfer and related. Section 1302 (b). 25fr'. Provide a copy of the project soil report I prepared by a California licensed architect or 24 In Seismic Zones 3 and 4, the allowable shear civil engineer. The report shall include values for drywall in Table 47-I must be foundation design recommendations based on the reduced 50% for earthquake loading. This does engineer's findings and shall comply with UBC not apply to wind loading. Section 2905. 247. Show on the plans all structural requirements 24. Per soils report, note on the plan the soils developed in the structural calculations. I classification, whether or not the soil is fi Section 302 (d). See additional comments below expansive, and note the allowable bearing I or at end. value. Section 2905 (c). 2J4'. Columns and posts located on concrete or / 26. The foundation does not comply with the plan ' masonry floors 0r decks exposed to the weather / soils report recommendations for this project. or to water splash or in basements and which Please review the report and modify design, support permanent structures shall be supported notes and details as required to show by concrete piers or metal pedestals projecting compliance. above floors unless approved wood or natural / resistance to decay or treated wood is used. 26dl. Provide notes on the foundation plan listing Section 2516 (c) 4. / the soils report recommendations for foundations, slab and building pad preparation. Lo-o t 2/12/90 16 311. Provide complete water line sizing calculations. Show pressure, fixture units, GPM and maximum developed length. 3j2. Provide complete gas line sizing calculations. ' Show total CFH input and maximum developed length. Show all equipment. 313. Provide complete drain, waste and vent plans. U. ENERGY CONSERVATION 14. Provide plans, calculations and worksheets to Show compliance with the energy standards. Title 24. 3/5. 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. 16. Section 1403(a)1, Title 24, states that Form CF-lR shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor, or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the ) signature. /17. 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 f mandatory energy conservation requirements as I listed on the enclosure titled, "Mandatory Eneryv 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. 310. 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. 1. Provide fluorescent general lighting in / kitchen(s) per CAC, Title 24, 2-5352(J). 32 Please see additional corrections, or remarks, I on the following page. 32 . 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 I 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 following provisions are contained in Title 24, Part 2, California Building Code, as adopted and enforced by the State Fire Marshall. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of these provisions to the local Fire Department. Walls of corridors and exterior exit balconies / in Groups A,E,I,R-1 and C Occupancies having an occupant load of more than six persons and in all other occupancies having an occupant load of 30 or more shall be not less than one- hour fire-resistive construction. Section / 3305(g)l. 2. Where exit signs are required by Section 3314(a), approved and listed internally, externally or self-illuminated low-level exit signs complying with Section 3314 shall be required. The bottom of the sign shall be not less than 6 inches nor more than 8 inches above the floor level. For exit way doors, the sign shall be on the door with the closest edge of the sign with 4 inches of the door frame or adjacent to the door. Such signs shall be of a type which is perceptible to the sense of touch. Section 3314(e). S/3. Where exit signs are required by Section £ 3314(a), all exit corridors shall be provided with continuous low-level exit path marking. Approved and listed internally or self- illuminated marking shall be installed at floor level or no higher than 8 inches above the floor level. Such marking shall be of a type which is perceptible to the sense of touch. Section 3314(f). 2/12/90 19 f.S4Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section 505(e)6. cEPTION: Buildings separated by continuous area separation walls of four-hour fire- resistive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health and Safety Code (homes for children or the aged) are prohibited from using area separation walls in lieu of automatic fire-sprinkler protection. Every apartment house three or more stories in height or containing more than 15 apartments, every hotel three or more stories in height or containing 20 or more guest rooms, shall have installed therein an automatic or manually operated fire alarm system. Such fire alarm systems shall be so designed that all occupants of the building may be warned simultaneously and shall be in accordance with the California Electrical Code. See Sections 1807 and 1907 for special requirements in buildings over 75 feet in height. EXCEPTION: A fire alarm system need not be installed, provided such apartment house or hotel is separated by an\unpierced wall of not less than four-hour fire-resistance in buildings of Type I, Type II FR, Type III or Type IV HT construction and two-hour fire resistance in buildings of all other types of construction provided: Areas do not exceed the number of apartments or guest rooms stipulated. The fire-resistive wall conforms to the requirements of Section 505(e)3. The wall complies with all other applicable provisions of the U.B.C. The wall extends to all outer edges of horizontal projecting elements, such as balconies, roof overhangs, canopies, marquees or architectural projections. S. No openings are permitted for air ducts or similar penetrations, except that openings for pipes, conduits and electrical outlets of copper, sheet steel or ferrous material shall be permitted through such wall and need not be protected, i*ovide4 they do not unduly impair the required fire resistance of the assembly. 6. Tolerances around such penetrations shall be filled with approved noncombustible materials. Section 1807 should be reviewed for all high- rise buildings. S . If emergency warning systems are required, / they shall activate a means of warning the hearing impaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact________________ CZA at Esgil Corporation. Thank you. R- LDC' V 7r. U5VJ 114'.r i-; kLo c.r r1 0. 2. U I,S.1D t vhs.io Plu' fl+t• W?2... NO r? °r r..f)e C, # -A. 13. G-'P(JW Y1W'*L C on W'I 0 r: S vjo oSr rvtu. S I1EI 'foL7 U-.1J S OVO Lar (t L• cii p ô vIA 0 %-L 90 s-r- Lb wvo s V mo 1.1 7 10 GIZZ -A om ra?i-- D5t) LY ôLr -Th U r- w *i_.. ..v .t 'r Su n& (. .fl liCt w L tg 4cif 2/12/90 20 Date:______ Jurisdiction .4iU.'O Prepared. by: D Bldg. Dept. VALUATION AND PLAN CHECK PEE a Esgil PLAN CHECK NO. _1-4o' BUILDING ADDRESS 05'311 Nuz.z.o Dya. APPLICANT/CONTACT N1o\zvv4 WitarAtE5 PHONE NO. _74-SC13 '5 BUILDING OCCUPANCY - 12-i cii - DESIGNER PHONE__ At __________ TYPE OF CONSTRUCTION CONTRACTOR PHONE__________ BUILDING PORTION . .BUILDING AREA ________________ VALUATION MULTIPLIER VALUE Air Conditioninz Commercial— Residential . Res. or Comm. Fire Sprinklers Total Value Buildirij Permit Fee. $ Cl 2 \ Plan Check Fee S .. 3 ' COKHCNTS SHEET OF 12/87 BUILDING PLANCHECK ENGINEERING CHECKLIST !i I DATE: M MRC)I PLANCHECK NO.S1-040e) CIE 1 2 3 2531 tW4\UUWJ DR GTE 8- 11 S R T D D AR K. -no-4 ITEM COMPLETE ITEM INCOMPLETE NEEDS YOUR ACTION ITEM SELECTED C C C H H H E E E K K K 1EE PROJECT ID: LEGAL REQUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimension setbacks. 5/1 0 F 2. Show on site plan:. Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. F E 3 . Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance / t3ZI El El . No Discretionary approvals were required. El El El 5 . Project complies with all Engineering Conditions of Approval for Project No._________________ F-100 6. Project does not comply with the following Engineering Conditions of Approval for Project No.___________________ Conditions complied with by: Date:________ Field Review do o 7. Field review completed. No issues raised. El F-10 8. Field review completed. The following issues or discrepancies with the site plan were found: E E E A. Site lacks adequate public improvements El E E B. Existing drainage improvements not shown or in conflict with site plan. E 1-11:1 C. Site is served by overhead power lines. P:\D0CS\M1SF0RMS\FRM0010.DH REV. 02/27/91 ! D. Grading is required to access site, create pad or provide for ultimate street improvement. E E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. El El El F. Other:__________________________________________ Dedication Requirements 10/0 0 9. No dedication required. El El El 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8" 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 Reauirements El El 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to buildina 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: P:\D0CS\M1SF0RMS\FRM0010.DH REV. 02/27/91 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: fl E 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). l'E E 14. No grading required as determined by the information provided on the site plan. LI E 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 aradina 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. ED E El .17. Right-of-Way Permit required. A separate Right-of-way Permit issued by the Engineering Department is required for the following: IZEJ El 18. Sewer Permit is not required. E 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. 20 Industrial Waste Permit is not required. P:\DOCS\MISFORMS\FRMOO1O.DH . REV. 02/27/91 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date: By: Fees Reauired 0 N/iq 27. Park-in-Lieu Fee Quadrant: Fee per Unit: Total Fees:_____ 0 N/i4 23. Traffic Impact Fee Fee Per Unit:_____ Total Fee: O 14/A 24. Bridge and Thorough fare Fee Fee Per Unit: Total Fee:__________ O 14/T4 Public Facilities Fee required. O r4/F Facilities Management Fee Zone: Fee: O l\J/F Sewer Fees Permit No. _EDU's_______ Benefit Area: Fee:________________ 0 N)Pr 28. Sewer Lateral Required: Fee: 0 29. REMARKS: ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: C'i4WLL DATE:10 MAR1 P \DOCS\MISFORMS\FRMOO1O.DH REV. 02/27/91 PLANNING CHECKLIST Plan Check No. c?/-1/0 7 Address c /Va v ( (e) r. Planner Da' ,1 C oo, Phone 438-1161 ext. L1 (Name) APN: 'Ib- 2, ?( - 17°.- S'1 _6-;q) Type of Project and Use eJ3 j.o i•:i.:: — 11'd. O ' - ( I 5 0 Zone Ppi Facilities Management Zone 6k;Id J J ot c& yk7 i,I7t- Legend • g • I — U U I U U QI U Item Complete C 5 C 5 - Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where 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 0/6 0 Discretionary Action Required: YES NO APPROVAWRESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval E2116 0 California Coastal Commission Permit Required: YES NO .~z DATE OF APPROVAL: San Diego Coast District, 1333 Camino Del Rio South, Suite 125, San Diego, CA. 92108-3520 (619) 297-9740 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Landscape Pnequid: YES ___ NO See attached submittal requirements for landscape plans Site Plan: -. 1~3/0 0 - 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. EI'b 0 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 3. Provide legal description of property. 0 4. Provide assessor's parcel number. Zoning: O 0 0 IVA Setbacks: Front: Required Shown Int. ide: Required Shown Street Side: Required Shown Rear: Required Shown O 0 0 Lot coverage: Required Shown Height: Required j1 Shown Cl 0 0 'It Parking: - Spaces Required Shown Guest Spaces Required Shown 0 00 Additional Comments_______________________________________ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE .3- //- 7/ PLNCK.FRM