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Home My WebLink About1175 STRATFORD LN; ; CB891513; PermitBUILDING PERMIT 11/17/89 15: 13 Page 1 of 1. Job Address: 1175 STRATFORD LN Str: Permit Type: RESIDENTAL ADDITION/ALTERATION Parcel No: 156-164-30-00 Valuation: 8,160 Construction Type: NEW Occupancy Group: Class Code: Description: 120 SF BATHROOM EXPANSION Permit No: CB891513 Project No: A8902628 Development No: Fl:. Ste: 145911/17/89000101 02 C-PRMT 179.00 Status: ISSUED Applied : 10/05/89 Apr/Issue : 11/17/89 Validated By: DC OWNER •: MILLER, KEN Lic. 619 560-9966 1175 STRATFORD LANE CARLSBAD, CA 92008 / 2 ' *** Fees Required **,* RFees Collected & Credits : -' 1 7) ---------------------- ------------------------ Fees: 249.00 ( '\ Adjustments: / .00 - Total Credits:\ .00 Total Fees: / 249\.00 / ''Z TàtlPaymrft's:\ 70.00 / ,(ç ' VlBalacue: '\ 179.00 Fee description I •Ext fee Data Building Permit 108.00 Plan Check 70.00 Strong Motion Fee i,BUILDING TOTAL '1.00 179:00 Enter "Y" for Plumbing IsFee / 7.50 Y Each Plumbing Fixture or Trap 7/ > 40O 2.50 10.00 Each Water Heater and/or Vent Li > 1.00 2.50 2.50 * 0.1 Do PLUMBING TOTAL (CN ooOo lost / / 20.00 Enter "Y" for Electric IssuetjFee > — / 5.00 1 Single Phase Per AMP \ J / too'Tb / .25 25.00 ii * ELECTRICAL TOTAL ($10 Minimm)Jf Q \\ /' 30.00 Enter '1' for Mechanical Is-sue Fee> 15.00 1 Each Install/Reloc Appliance Vènt.>_-400 4.50 4.50 * MECHANICAL TOTAL 20.00 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 1. PERMIT TYPE I A - 0 COMMERCIAL UNEW OTENANT IMPROVEMENT B - 0 INDUSTRIAL [-]NEW DTENANT IMPROVEMENT C RESIDENTIAL DAPARTMENT [-]CONDO S INGLE FAMILY DWELLING DITION/ALTERATION DOUPLEX ODEMOLITION [-]RELOCATION DMOBILE HOME DELECTRICAL D PLUMB ING DMECHANICAL DPOOL DSPA DRETAINING WALL DSOLAR DOTHER________________ EST. VAL p PLAN CE DEPOSIT 7V VALID. BY DATE 0397 10/05/89 0001 01 02 C—FRill 70..00 te Nearest Cross Streets No. Subdivision CHECK BELOW IFSUBMITTED: 02 Energy Calcs [32 Structural Calcs [32 Sails Report [31 Addressed Envelope ASSESSOR'S PARCEL jj—.. /4f. 3 0 EXISTING USE PROPOSED USE 4-r77%2ooM BLDG. 50. FIG. # OF STORIES CONTACT PERSON NAME &g5V /y/ ADDRESS ADDRESS //1L5 L5rgA-71b_D LAJ CITY 4,LS'!'i.' STATE ZIP CODE ?ZOO ' DAY TELEPHONE SIGNATURE APPLICAN [- ]AGENT AGENT FOR CONTRACTOR OWNER DAGENT FOR OWNER NAME ADDRESS .&'ie— ,95 il:i.O ' STATE ZIP CODE - DAY TELEPHONE - - - - -- CITY S. PROPERTY OWNER DLESSEE [-]TENANT NAME '00w ADDRESS CITY 5—hwc #5 STATE ZIP CODE DAY TELEPHONE CONTRACTOR NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. A LICENSE CLASS CITY BUSINESS LIC. A SIGNATURE TITLE DATE DESIGNER NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. A 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 OWNER—BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 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.). o 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). 0 I am exempt under Section Business and Professions Code 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 hundredollars (%500]),24 / j SIGNATURE : DATE COMPLETE THIS SECTION (oR NON-RESIDENTIAL BUILDING PERMITS ONLY: ' I 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 fl NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF ENERORNCY 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 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 shall 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 any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICAN S SIGNATUJ,,', OWNER []CONTRACTOR OBY PHONE APPROVED BY: #9,, '3/7 J/(4j DATE: WHITE: File YELLOW: Applicant PINK: Finance CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB891513 FOR 02/26/90 DESCRIPTION: 120 SF BATHROOM EXPANSION TYPE: RAD JOB ADDRESS: 1175 STRATFORD LN APPLICANT: MILLER, KEN PHONE: CONTRACTOR: tIft?.Tt'. OWNER: MILLER, KEN REMARKS: T2/NH/KEN/560-9966/434-7510 SPECIAL INSTRUCT: INSPECTOR AREA NP PLANCK# CB891513 0CC GRP CONSTR. TYPE NEW STR: FL: STE: 619 560-9966 PHONE: 619 560-9 6 INSPECTOR TOTAL TIME: CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 NE Final Mechanical ACT COMMENTS ***** INSPECTION HISTORY ***** DATE 011890 010590 122889 122789 122789 122789 122789 122789 120489 120189 DESCRIPTION Interior Lath/Drywall Insulation Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Rough/Ducts/Dampers Rough/Topout Gas/Test/Repairs Rough Electric Ftg/Foundation/Piers Underground/Under Floor ACT INSP COMMENTS AP PD AP PD AP MP NR NP AP NP AP NP AP NP AP NP AP NP AP NP / . ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 it SAN DIEGO, CA 92123 (619) 560-1468 DATE: t.\o) DAPPLICANT JURISDICTION: OPLAN CHC []FILE COPY PLAN CHECK NO: —(1 SET: DS ODES IGNER PROJECT ADDRESS.: S -n.i PROJECT NAME: , D 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 VI with the jurisdiction's building codes when minor deficien- cies identified o c-# are resolved and checked by building department staff. The plans transmitted herewith have significant defic1ències [Ij. • identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. U 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. 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. Esgil staff did advise applicant that the plan check has been completed. Person contacted:_____________________ • • Date contacted: Telephone #________________ REMARKS: (o Cyr.iio ,4s By: 'vv S--i 19 j Enclosures:m 2112-.11 Cth'L4-r ESGIL CORPORATION 2s OGA 1:1 AA 11vw 0 D If C CL -3 C7rra C2AnO.1S fl '5 'lO DTCrD rz 0Q - OI TW O2 1A k.tit.*iJ tb 8Qt24, 'O r -ro Gt &-r 0EW1 !.trn utZn O'Q t'CrTZ) - - cflZ. T -rZ;oiQ 0 2.. E&t-Ot. A-Tt •& t.. O Prrr. CFc, v- C. CS TD W- 104 - -1 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: CITY OF CARLSBAD a;JJ ;UR I S D I C FILE COPY N CHECKER PLAN CHECK NO: SET: Z' CJ-UPS DDESIGNER PROJECT ADDRESS: PROJECT NAME:_______________________________ E The plans transmitted herewith have been corrected where necessaryand substantially comply with the jurisdiction's building codes. fl 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. E The plans transmitted herewith have significant deficiencies identified .on the enclosed check list and should be corrected and resubmitted for a complete recheck. 7) 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: .. L- z.. ( i S S-rcz row 0 Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted:______________________ Date contacted: Telephone # 0 REMARKS: By:3'w cLS4 iiJ Enclosures :ØCov%(. Lcr ESGIL CORPORATION CMPVD..mn4j C91.)L6C( OGA 1-1 AA Dvw 0 DM ? T3 £14, U G p. PLAN C8= NO: Sc11i3 JURISDICTION: CITY OF CARLSBAD 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: TO: 1t4 ivic -rz.o 'L -,q C rLs Pc o cui°. °i '200 ENCLOSURES ?V (J 26 1985 UBC (off. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) -s 130 FLOOR AREA: STORIES: 7 . it REMAIMS Z--- PLAN (RRION per CITY OF CARLSBAD SThcZ FXfl.Y AND DUPLEX DWEL[MIGS Date plans received by jurisdiction: (OI18cj Date plans received by Esgil Corporation: 1ohIc Date initial plan check completed: By: 1-5 ______________ Applicant contact person:. M. ILL,tl2 Telephone.. 1Di00 99 ('6' 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), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed un the recheck nrocess. note on this list (or a cony) 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 nlans.,, NIOTZ: PAGE RUNHERS ARE NOT IN SCE AS PAGES HAVING WO'133M NDIG (knacLIS WE List No. 63, Carlsbad Single Family Dwelling and Duplex With All PLANS (T) Please make all corrections on the original j tracings and submit two new sets of prints, and 4' any original plan sets that may have been ( returned to you by the jurisdiction, to: q Esgil Corporation, 9320 Chesapeake Drive, Suite D208, San Diego, California 92123, (619) 560-1468. ase 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 prepañtion of the plans. Section 302(a)7. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 5/ 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(c). 7. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 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(c). Indicate distance from property lines to proposed building. Section 302(c). 17 Show on the title sheet all structures, pools, f 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. FIRE PION Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Such walls shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Section 1710. 14. 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 - F within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. 18. A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the.. basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item above. 11 5/10/89 V 2 ROC4 SIZES. LI, V TflJflO( AND (JZING Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a#ppcars to be daf4oient--iir 4cAAj fl) Ttj '.h) Pr ID &TI1W.fT V. ni t*aj v'luc.4 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)). At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a roofed ( porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, shall I be less than 71 0" in any dimension. Section 1207 (c). 27. Show that ceiling height for habitable rooms is a minimum of 716". Section 1207 (a). 28 Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 710". Section 1207 (a). 29? 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 I locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. V 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. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. )e. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. BXIIS, SThiA!S, AND RAILINGS Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section 3303 (a). Required exit doorways shall be not less than 36" in width and not less than 618" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 6". Section 1711. 39? Show how guardrail connection details are -' adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. V 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. b4'T LL4-c-r yIpth 'C LL-,2 D fl+t r, 1r0 b%1 0 1 TTh 4W\ Y'J 114. Sc3 Pfl....LO(A) c 4 "t 0 IB&PAWI UJ ',4i C 5/10/89 o" w' PJ I vYl U Provide stairway and landing details. Section 4/ Spiral stairways may not be used for required 3306 (b) & (c). exits when the area served is greater than 400 • sq. ft. Section 3306 (f). Maximum rise is 7" and minimum run is 11". / When the stairs serves less than 10 41. Provide I.C.B.0. Research Report and number occupants, or serves an unoccupied roof, for metal stairway, or submit plans and rise may be 8" maximum and run 9" minimum, calculations and approved fabricator registered with the building department or Minimum headroom is 61 6". note that the stairway fabrication plans shall be submitted to and approved by the building C. Minimum width is 36". / official prior to installation. All handrails per Section 3306 (j), shall 48. In buildings over 2 stories in height, provide satisfy the following: 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within Provide handrail for stairways with 4 or 10 feet horizontally of an exterior stairway. more risers. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Handrail shall be 30" to 34" above the nosing of treads. 41 Openings in exterior walls below or within 10 / feet, measured horizontally, of an exterior C. The handgrip portion of handrail shall be stair shall be protected by self-closing fire not less than 1 1/4" nor more than 2" in assemblies having a three-fourths-hour fire cross-sectional dimension, protection rating when the stair serves a floor level having openings in two or more 4j. Every stairway landing shall have a dimension, floors below it. An exit balcony with two measured in the direction of travel, at least separated stairways is exempt. equal to the stairway width. Such dimension Section 3306 (1). need not exceed 36 inches. Section 3306 (g), 3304 (i). 50. Exterior stairways shall not project into the 3 foot setback from the property lines. 43J A door may open inward at the top step of a Section 3306 (n). stairway provided the top step is not more than 7 1/2" lower than the floor level. Section /I. The walls and soffits of the enclosed usable 3304 (h). space under interior stairs shall be protected on the enclosed side as required for one-hour 4. Provide details of winding stairway complying fire-resistive construction. Section 3306 J with Section 3306 (d): (m). Minimum tread is 6 inches at any point and 57 Within units, show that corridors have a minimum 9 inches at a point 12 inches from ' minimum width of 36 inches. Section 3305 (b). where the treads are narrowest. ROOYThG Maximum rise is 8 inches. s 57. Specify roof slope. C. Minimum width is 36 inches. I . Provide spiral stairway details, per Section $. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. / Specify roof material and application. Maximum rise is 9 1/2 inches. Maximum f Chapter 32. clear opening between risers is 6 inches. 55. Specify I.C.B.0. or U.L. approval number for C. Minimum headroom is 6 feet 6 inches / roof materials not covered in U.B.C., e.g., d. The tread must provide a clear walking tile, etc. Section 107. area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. 5/10/89 4 /_1 5/ The maximum slope for a fire retardant built-! up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. /8. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. 4. Specify minimum 1/4 inch per foot roof slope / for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. 6/. Show roof drains and overflows. Section 3207. 611 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 I 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 I feet above cave vents or cornice vents. Show required area and area provided. Section 3205 (c). MASON Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)1 and Section 2515 (a). Show ties and #9 wire in horizontal joints. ff6. Show height and construction details of all masonry walls. Chapter 24. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. 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 & 2312 (j)3A. 6/. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). 7 Show a minimum 2" air space and flashing $g between planter and building walls. Section 2516 (c) 7. RAGE AND cAR15 7/ Garage requires one-hour fire protection on / the garage side of walls and ceiling coon to the dwelling. Table 5-B, Section 503 (d). /2. 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) 73. Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 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. - 16. Show garage framing sections, size of header / over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 1/2 to 1 for height-to-width. Table 25-I. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (Ii). 8. 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). i ,T. ; 0,lp 2:4 )131, Ii 79 Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c)... The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: P. ftVJ 4 So I t.. uwis "'D\C_CoVC-QJ_=Q fir ô tii Q tC110 .4 S -tL 2J OL J D 8 4-. So i... s C'\. (mr p)(2 of Co V- c2.0u 1) 2. e_e eimn orn 1 so "'_s 2Lf- t 9o1.4iJ 5/10/89 5 81. 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 f 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). B/ The soils report recommendations excavations be reviewed by soils engineer. 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 soUs report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, formings and reinforcements comply with the soils report and approved plan." Show height of all foundation walls. Chapter / 23. 81. Show height of retained earth on all foundation I walls. Chapter 23. 41. 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. 87 Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). 41. Note on plans that surface water will drain I away from building and show drainage pattern and key elevations. Section 2905 (f). For buildings adjacent to slopes steeper than I 3:1, the top of any exterior foundation shall extend above the elevation of the street gutter at point, of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent. Dimension foundation per U.B.C. Table 29A: Floors Footing Supported* Stemwall 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. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. ' 9J. Show foundation bolt size and spacing. I Section 2907(f). Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). If required, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). 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. 9). Show adequate footings under all bearing walls f 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. 1(31. Specify that posts embedded in concrete shall / be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. FRAKEW 103 Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. 19 In 2-story buildings, shear panels at the I first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3. p. Li '4q'r 1 fl 1" TL-":'.YLI ,'2.. F '&yZ.. 114-17 -OO iii 011)" r) LA) O4 cui. 5/10/89 6 I . Note cross bridging or blocking. Floor joists / and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (d) 6. 106 Show blocking at ends and at supports of £i.or raftersan -t--at exterior walls. Section 2517 (d) 3, 2517 (h) 6. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. l9. Bearing partitions, perpendicular to joists, I shall not be offset from supporting girders, beams, walls or partitions,more than the depth of the joist. Section 2517 (d)5. fv1J(,30)6TS 4• 109 Show rafter tias. Raf-tcx'-t*cs--ehal 1 L -1 - not or mn _f r+_'.. fet on .,A te j"st 7 abv th9 Iing -'h '"'tes—id ce4g jets aenet-aflel. Sa.Ln t57 Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 1 Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. (J. Show nailing will be in compliance with Table / 25-Q. Show or note fire 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 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. 11/ Show stud size and spacing. Maximum allowable I stud heights: Bearing wall: 2 x4 and 2 x 6 max. 101; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 201. Table 25-R-3. /15- 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. l./ 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 306 (f) 117 Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 119 Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate 4 required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, 3, K and Section 4713 (d)]. Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 12,2? Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 23 Provide roof framing plan aa4 f-1oor roming .$. Section 302 (c). 4) Provide framing sections through /1 P9i'Tb1) To SOt.&) l.00F frruT C. ( L rL) PrrI W Sa vn )fl14 ATOO (U ftL (o\) Section 302 (c). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and f horizontal framing members and post footings. Section 302 (b). %30 (ET 5/10/89 9 7 .127/Provide calculations for lateral loads, shear / panels, shear transfer and related. Section / 302 (b). 1,18. Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comments below or at end.) l 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. Individual concrete or masonry piers shall I project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. AY?. Show location of attic access with minimum size C 22" x 30". Section 3205. lL Show draft separation for attic areas between units in a duplex. Section 2516 (f). 1,34. Specify plywood thickness, grade and panel £ identification index. Table 25-N. When roof pitch is less than 3:12, design ridge / as a beam. Section 2517 (h). 1/5. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. 137 Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. 1)1. Detail truss layout for 30" x 30" attic access, I if required for equipment in the attic. 139 Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. l)d' In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). )ANICAL (UNTF01I )IJflJ aIDE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. Q14 . Show the size, location and type of all heating and cooling appliances or systems. /?43 . Show source of combustion air to furnace, per Chapter 6, UMC. Every dwelling unit shall -be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1211. (9 Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. Note on plans, "clearances to be per manufacturer's listing." Section 504, UMC. A45 46 Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. /7. Show I.C.B.0. approval number for prefab fireplace. 14. Show access to the attic or underfloor furnace / to be minimum 30 inches by 30 inches. / Section 708 & 709 UMC. Note that passageway to the attic furnace shall be unobstructed and have Continuous solid flooring not less than 24 inches wide. Section 708 UMC. l. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. ip4. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 15i 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. 53 Provide dryer vent to outside. UMC, Section 1903. P. S(S I O4 5/10/89 8 .WrRICAL (NAII0(AL MMUCAL aDfl All wiring shall comply with the National Electrical Code. 16 . Show shover stall can accommodate a 30" circle I/ and has a minimum floor area of 1,024 sq. in. UPC 909 (d). Show on the plan the amperage of the electrical service, the location of the service panel and lfrf). the location of any sub-panels. If service is f over 200 amps, submit single line diagram, panel schedule and load calculations. Show location of all electrical receptacles), Electrical receptacle locations and/or spacing is not adequate in____________________________ :i:i', &) 5 Trj S)tL)14 Y57 Show at leaWone enience outlet other than outlets for etc., outdoors, in garages and basemen Art. 210-52. 158 Note convenience outlets in5i e;eiioVkitcben kitchen counter top(s) within 6 sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. 1/. 159. Note electrical system ground to be provided per NEC, Art. 250-81. ____ 171. PLO1BINC (UNIFO4 PLUMBING (X)DE) / Show water heater size, type and location on f plans. UPC, Section 1301. (çi) Show source for providing combustion air to '-....' fuel burning water heater. If wall openings in J an enclosure are used, at least one-half of the l. / required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1301. lfr(. Fuel combustion water heater shall not be / installed in bath or bedroom or in a closet ' opening into bath or bedroom. UPC, Section 1309. 16/ Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. 164 Show T and P valve on water heater and show / route of discharge line to exterior. 17. UPC, Section 1007 (e). id. Note on the plan that hose bibbs and lawn / sprinkler system shall- have approved backf low prevention devices. UPC, Section 1003(h) & (i). NOISE ]INSULATION (DUPLEXES) Show details of duplex coon (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. 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 25. Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. The new 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. Section 1403(a)l, Title 24, states that Form CF-1R 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. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. lC. Show how penetrations of assemblies for f 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 25. l/. 5/10/89 9 174 Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory. Energy Conservation Requirements". Show the make, model and efficiency of the space heating (or cooling) system and provide 7 heat loss calculations if the output exceeds 45,000 BTU/Hr. 17JL For room additions, show that the glazing area I of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. 116'. Provide fluorescent general lighting in ( kitchen(s) per CAC, Title 24, 2-5352(3). 178 Please see additional corrections, or remarks., oit-Lh.p rin-rethg page. CARLSBAD S.F.D. & DUPI.EX SUPPL4ENr Energy conservation design should be for Zone 7 . See attached energy packages. 1. Floor drains must have auto-prime (city ( policy). Note exhaust fans cannot be ductless type (city policy). 14'l. 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). 1. Note "two 3/4" copper pipes must be installed I 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). 141.. All piping for present or future solar water I heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). R(.Rio" 'CP% 9LquJOo Ii I 'c.a.z,efl-•6 P' I 017. 4'&(.°.C. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 18 Show on the Title Sheet on the plans, the / information required by the attached Developmental Services Sheet 112383. 0 187 All new residential buildings, including , additions, require a soils report. Please submit two copies. 18. Heavy timber framing, minimum 6" x 10" beams I 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). UBC Adopting Ordinance 8792 requires Fire / Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). City Ordinance 9792 requires two parking spaces/unit with clear area of 201x2O i.e. no washing machines, etc. Show compliance. 71he Please see additional corrections, or remarks, en City of Carlsbad 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_________________ JThi at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. Enclosures: 1.1fl)Of.1TtL( S. 114-, (95 02C V.4 U\)01fl01U T)0t)),LL.. - 1b4 - ui€a. 5/11/89 - 10 fW-j Q.xii o cZ v'u.- vv rr Dates______ CITY OF CARLSBAD Prepared bys 13 3ldg.Dept. 1. VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO._5°5I3 BUILDING ADDRESS - S -1- I=b ra P L&QG APPLICANT/CONTACT W PHONE NO. So 1~13 (060 BUILDING OCCUPANCY i?-3 C 0rOD) DESIGNER PHONE_____________ TYPE OF CONSTRUCTION \J- J CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE I SO c'aop 1 iO Air Conditioninz Commercial 1 Residential Res. or Comm. Fire_Srinklers Total Value I UQO Building Permit Fee S JO 81O0 Plan Check Fee $ 'O 2.0 COMMENTS: Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET OF 12/87 BUILDING PLANCHECK ENGINEERING CHECKLIST •DATE: IO —/I29 1Z ITEM COMPLETE PLANCHECK NO. 891513 Aroah ITEM INCOMPLETE - NEEDS YOUR ACTION 1 2 3 /175571ac1rpa?,, 'C'i9iUE S N R X ITEM SELECTED T D D C C C PROJECT ID:J'LL6e 190V2I77CM H H H E E E LEGAL REQUIREMENTS C C C K •K K 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 dimensioned setbacks. E 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. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance No Discretionary approvals were required. Project complies with all Engineering 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. FRMOO1O.DH 08/29/89 E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. 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 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 Requirements K ii. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be reoaired to the satisfaction of the City insoector prior to occupancy. 12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit. for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are:___________________________________________ Improvement plans signed, Date: By: FRM0010.DH 08/29/89 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date_______________ By:______________ Grading Requirements 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. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: By:_________ Miscellaneous Permits _.. 16. Right-of-Way Permit not required. 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. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. bc' 20. Industrial Waste Permit is not required. FRM0010 . DH 08/29/89 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date:_ By:_________________ Fees Required N/P 22. Park-in-Lieu Fee Quadrant:_— Fee per Unit: Total Fee:______ qP 23. Traffic Impact Fee Fee Per Unit: - Total Fee:________ N/A 24. Bridge and Thoroughfare Fee Fee per Unit: ct-\ Total Fee: Aifr25. 26. *2 7. Public Facilities Fee required. Facilities Management Fee Zone: Sewer Fees Permit No. Fee: Nz 1 Fee: EDU's tbtO -dX28. Sewer Lateral required:_____________________________________ Fee:_________________ REMARKS: ENGINEERINGAUTHORIZATION TO ISSUE PERMIT - Date:_____________ FRMOO1O.DH 08/29/89 0 17 U U C (U I PLANNING CHECKLIST Plan Check No. ___ Address )J25 Planner T1fiZi./ (#M Phone 438-1161 (Name) Type of Project and Use AeUrA. Zone Facilities Management Zone / Legend Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified zo 0 Environmental Review Required: YES NO X TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval iiti 0 Discretionary Action Required: YES NO ___ TYPE APPROVAL/RESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Coastal: YES ____ NO X DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval DO 0 Landscape Plan Required: YES ______ NO See.attached submittal requirements for landscape plans Site Plan: DE] 13 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. 00 0 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existingtopographical lines, existing-- and proposed slopes and driveway. Do 0 3. Provide legal description of property. DO 0 4. Provide assessor's parcel number. Zoning: 00 0 Setbacks: Front: Required Shown Int. Side: Required Shown Street Side: Required Shown Rear: Required Shown 00 0 Lot coverage: Required Shown 00 0 Height: Required Shown Do o Parking: . Spaces Required Shown Guest Spaces Required Shown Additional comments and remarks have been made on the building plans. These marked-up plans may be picked up at the Building Department. These marked- up plans must be resubmitted with the revised plans for this project. Have plans been marked up? YES )( NO ______ DO 0 Additional Comments OK TO ISSUEo_~ DATE PLNCK. FRM