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Home My WebLink About2606 JACARANDA AVE; ; CB891016; Permit11SF RAIL POINT PEN ANLV.& PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. 2 r' I hereby affirm that I am licensed under U rovielona of Chapter 9 (commencing with I Section 7000) of Division 3 of the Business and Professions Code, and my license is in L full force and effect. - I hereby affirm that. I am exempt from the Cant rac- - , tars License Law to, the following reason (Sec. 7031.5 - Business and Professions Code: Any city or county which re' quires a permit to construct, alter, improve, demolish. or :. repair any structure, prior to its issuance also requires!heap. plicant 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 301 the Business and Professions Cnde(.nr that is cx- empt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit sub-jects the applicant to a civil penalty of not more than live hun- dred dollars (0500( - I I, as owner at the property, or my employees with wages - as their sate compensation, will do thu work, and the struc- o tore is not intended or offered for sale (Sec. 7044. Business ..J and Professions Code: The Contractor's License Law does not apply to an owner of properly who builds or improves thereon and who does such work himself or through his own employees, provided that Such improvements are not intend- tue _ ed or,ollered for sale,Jl. however, the building or improve- - Z meat is sold within one year of complelion:'the owner-builder will have the burden of proving that he did not build or im- - 0 - prove for the purpose at sale(. II I. as owner of the property, am exclusively contracting - with licensed ceotractors to construct the project (Sec. 7044. Business and Protessions Code: The Contractor's License Law does not apply to an owner of property who builds or im-proves thereon, and who contracts for each projects with a Cl) contractor(s) license pursuant to the Contractor's license Z Law). o_. (Tt As a homeowner I am improving my home, and the follow' ing conditions exist: - - - IX t. The work is being performed prior to safe. - , 2. I have lived -in my home for twelve months prior to completion of this work, . 3. I have not claimed this exemption during the O last three years. 0 I am exempt under Sec. - B & P.C. for this reason = 0 thereby affirm that I have a certificate of consent to I-insure. or a certificate of Workers' Compensation In. surance. or a certified copy thereof (Sec. 3800. Labor Code) POLICYNO. , COMPANY - D-Copy is filed with the city - 0 Certified copy is hereby furnished UA 0 -. CERTIFICATE OF EXEMPTION FROM C) WORKERS' COMPENSATION INSURANCE U) - (This section need not be completed if the permit is for one hundred dollars 101001 Or less) -w ---vP I certify that in the performance of the work for which ' 'hi permit is issued. I shall not employ any person in any -0 , manner so as to become subject to the Workers' Cornpen' satioo Laws of California. NOTICE TO APPLICANT: It. after making this Certificate ' of Eoemption, you should become subject to the Workers' Compensation provisions of the Labor Code, you most forthwith comply with such provisions or this permit shall be deemed revoked. - [ 0 I herebyaftirm that there is a construction lending uj agency fair the performance of the work for which this per' 01 mit is issued (Sec. 3097, Civil Code) ZI WI Lender's Name L Lender's Address__________________________________ CARLSBAD BUILDING DEPARTMENT - 4 q APPLICATION & PERMIT I 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 JOB ADDRESS AV. ST.RD. THOMAS BROS NO. LOT ÔC . ICATION LICEN VAL JBUSINESS TI N 70 PERMIT NUMBER J BLOCK SUBDIVISION I ASSESSOR PARCEL NO. CONTRACTOR CONTRACTORS PHO ZONE Zgi, 77 ]*t OWNER'S NAME - 1'zok IIV\ ir4_C )-4ç..s2A1 L OWNERS PHONE 1 (?q?— S 1 CONTRACTORS ADDRESS 12-1 STATE LICENSE NO. BUILDING 0. F /GE OWNER'S MAILING ADDRESS 4 DESIGNER DESIGNERS PHONE 9366 08/29/89 0001 01 02 C—PRMT I 155.O0 , .• . -. - - - Not Valid Unless Machine Certified — DESCRIPTION OF WORK cpv .4 bE) rfl.N /5' 4" DESIGNER'S ADD7V STATE LICENSE NO. P/P FLRELEV,1 Y0 NO I NO STORIES OCCGP - EDU I - ' -j CENSUS TRACT -. - I'P4RK INC SPACE - RES UNITS 9RAOING PERMIT ISSUED Y O N 0 I REDEVELOPMENT AREA YO NO I . I I I TYPE ICONST 0CC LOAD I FIRE SPR I J YO NJ OTY. PLUMBING PERMIT - ISSUE - 75O OTY. MECHANICAL PERMIT - ISSUE 5co - SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP ' INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT 001-810-00-00-8220 EACH BUILDING SEWER - . , OVER 100,000 BTU - ' - - SIGN PERMIT - ' "' 001-810-00-00-8221 EACH WATER HEATER AND/OR VENT - BOILER/COMPRESSOR UP TO 3 HP - , , PLAN CHECK 001-810-00-00-8891 7 , EACH GAS SYSTEM f TO 4 OUTLETS - BOILER/COMPRESSOR 3.15 HP - TOTAL PLUMBING 001-810-00-00-8222 EACH GAS SYSTEM'S OR MORE . METAL FIREPLACE - ' ELECTRICAL - - 001810.00.00.8223 - / EACH INSTAL., ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT ' . MECHANICAL 001-810-00-00-8224 EACH VACUUMBREAKER. - ' . MECH EXHAUST HOOD/DUCTS . MOBILEHOME 001-810-00-00-8225 WATER SOFTNER , ' RELOCATION OF EA FURNACE/HEATER . SOLAR 001.810•00.00:8226 -- . - — EACH ROOF DRAIN (INSIDE) . - DRYER VENT . STRONG MOTION 880-519-92-33 TOTAL MECHANICAL I FIRE SPRINKLERS 001-810-00-00-8227 - TOTAL PLUMBING -PUBLIC FACILITIES FEE 320-810-00-00-8740 - - - — - OTY. - ELECTRICAL PERMIT - ISSUE OO OTY. MOBILE HOME SETUP BRIDGE FEE 360-810-00-00-8740 PARK-IN-LIEU (AREA NEW CONST. EA AMP'SWT BKR, ' • ' — CAR PORT • - - TIF 312-810-00-00-8835 - PH , 3 PH ' AWNING , LA COSTA TIF 311-810-00-00-8835 EXIST BLDG EA AMPISWT.'BKR GARAGE - . FMF 1 PH 3 PH . — . LICENSE TAX 001-810-00-00-8162 - REMODEL 'ALTER PER CIRCUIT • . MFF 880-519-92-57 TEMP POLE 200 AMPS - ' . ' • - --- • - - OVER 200 AMPS - TEMP OCCUPANCY (30 DAYS) - CREDIT DEPOSIT TOTAL ELECTRICAL - - -. TOTM - TOTAL FEES PAYABLE I I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Every permit issued bythe Building Official under the provisions olthis CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I Code shalt expire by limitation and become null and void If the building or work I authorized by such permit is not commenced within 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or it the building or work authorized by Such permit is suspended or ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at any time after the work commenced for a period 01180 days. STRUCTION. WHETHER SPECIFIED HEREIN OR NOT, I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND A~PPLICANTr'ST RE JfL OWNER El CONTRACTOF EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. BY PHONE 0 * AN OSHA PERM:T IS REQUIRED FOR EXCAVATIONS OVER 50 DEEP AND DEMOLITION O CONSTRUCTION OF - STRUCTURES OVER 3 STORIES IN HEIGHT APPR D E A TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL h- /kc MASONRY GUNITE OR GROUT SHEATHING 0 ROOF 0 SHEAR FRAME EXTERIOR LATH - INSULATION INTERIOR LATH & DRYWALL PLUMBING UNDERGROUND 0 WASTE 0 W4TER TOP OUT 0 WASTE 0 WATER - TUB AND SHOWER PAN GAS TEST O WATER HEATER O SOLAR WATER ELECTRICAL 0 ELECTRIC UNDERGROUND 0 UIFFER ROUGH ELECTRIC ______ 0 ELECTRIC SERVICE 0 TEMPORRY 0 BONDING 0 POOL MECHANICAL 0 DUCT & PLEM., 0 REF. PIPING HEAT — AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECT!OIV WHEN ALL APPROPRIATE ITEMS ABOVE HAVE 13EEN,APPROVED.) ' - ° FINAL PLUMBING \.z "< ELECTRICAL MECHANICAL j GAS BUILDING SPECIAL CONDITIONS Zs J\—.d:. Ulotc - - S . S - - FIELD INSPECTION RECORD - REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES INSPECTION REQ. IF CHECKED INSPECTORS DATE APPROVAL . SOILS COMPLIANCE PRIOR TO FOUNDATION INSP - - — - - STRUCTURAL CONCRETE OVER 2000 PSI - - .- - CONCRETE PRESTRESSED POST TENSIONED - - CONCRETE - -. FIELD WELDING NIGH STRENGTH.. . BOLTS - •.• - — - - - SPECIAL MASONRY S .- -. • .- - - - - — ------- PILES CAISSONS -- 'S-S. ___________________ • p , .-/ -- ., c c - ' b •__ S• ' 5— •1 1 4-.. _ _____________________________ ___________ __________________ ___________ - • '. .\ __- CITY OF CARLSBAD INSPECTION REQUEST PERNT# CB891016 FOR 10/20/89 INSPECTOR AREA TP DESCRIPTION: 10 X 13 FAMILY ROOM ADDITION PLANCK# CB891016 136 SF 0CC GRP CONSTR. TYPE NEW JOB ADDRESS: 2606 JACARANDA AV STR: FL: STE: APPLICANT: HATFIELD, GRAHAM PHONE: 619 233-1776 CONTRACTOR: ENVIRONMENTAL ENERGY PHONE: 619-233-1776 OWNER: FROKE, KIM AND CHERYL PHONE: 619-942-5794 REMARKS:. T3/MH/GRAHAN/271-4323 INSPECTOR / SPECIAL INSTRUCTIONS: TOTAL TIME: CD •LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural ,.eL vI Tni, tf 29 PL Final Plumbing 39 EL Final Electrical • I 49 ME Final Mechanical INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 101289 Final Combo CO TP 100689 Final Combo CO TP 092989 Gas/Test/Repairs AP TP TlitiBERIINE SALES & MARKETING INC. 760 NORTH ECKHOFF ST. • ORANGE, CA 92668 • (714) 937-5902 OCT 16,1989 NATIONAL LUMBER 17102 NEWHOPE FOUNTIAN VALLEY, CA. 92700 Reference; Tempered Glass French Door Certification This letter certifies that all Twelve Lite-Pacific Birch French doors Timber-Line Sales supplied to National Lumber, and specifically the 36 Twelve Lite French Doors supplied -(c®---the Graham Hatfield LMSFD. at 13014 Papago Dr. Poway Calif. contairnglass tempered as per the ANSI 16 CFR 1201 Standard. Cordially, Sam Garofalo SG/ 1 t Ic 2 / C4v'// i KD/• F / 11_lL_. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: Carl t0d PLAN CHECK NO: 9- )Ot SET: PROJECT'ADDRESS: J -ritii4p iG!: PROJECT NAME: AP RISDI FILE COPY UPS DESIGNER -'Tnecessary Th'eplans transmitted herewith have been corrected where 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 , -u are resolved and ,ç checked by building department staff. LA The plans transmitted herewith have significant deficiencies. 'identified on the enclosed .check list and should be correctec (t) 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 ç\ jurisdiction to return to the applicant contact person The applicant's copy of thc--chcck 113 has been sent to (\O ort) 2$. ?.2IpI Esgil staff did not advise the' applicant 96ntact person that plan check has been completed. / 9 Esgil staff did advise applicant ht/~lAe plan check has been completed. Person contactedk (NI Date contacted: ephohe #_________________ REMARKS: to III. 1..-rO ESC1,L.. By 0 ESGIL CORPORATION 0 GA 11 AA 11 vw (3 DM closures:511r,nty Ur't Ior2L £zc:r_a1,a17 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: e9q - 10 ( SET: PROJECT ADDRESS: V606 PROJECT NAME:5y -okv JLICANT F9T5 _IC I FILE COPY DUPS ODESIGNER fl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. WJ 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. WE The applicant's copy of the check list has been sent to: MR rcikcir a0ctte1' 2I -oQd&c1u rrop Cl qtoi Esgil staff did not advise the applicant contact person that plan check has been completed. Li Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # U REMARKS: 7 By: Enclosures: Iron dr q ESGILORPORATION C) E GA 0 AA LI vw 0 DM JURISDImON: CITY OF CARLSBAD PI1)EcIADRESS: ?(OG cirLe1 FLOOR AREA: I s: 1jTjr PLAN (X)RRECION SBEt CITY OF CARLSBAD SThE FANI1Y AND DUPI= DWELLINGS PLEASE 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 conservatio RA attenuation and access for the handicapped. The plan check is baser on re orced 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: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) 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. (or a copy), where each correction item has been addressed ie., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. 111111 Date plans received by jurisdiction: 7Ji2/ Date plans received by Esgil Corporation: Date initial plan check completed: 8 Ct By: Azu(o' Applicant contact person: Telephone:___________________ NOTE: PAGE NUMBERS ARE NOT IN SITh(Z AS PAGES HAVINO NO ITEMS NE)IW CX)RRI(BIS WE DR1WF. List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) PLANS (T Please make" all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: or Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. 2. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. () Indicate on' the Title Sheet of the plans, the name of the legal owner 'and name of person responsible for the preparation of the plans. Section 302(a)7. 4. All sheets of plans must be signed by the' person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). 6'. 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 1.985 TJBC, IJMC 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). Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Clearly show if the lower' level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. FIRE PRION 4'. Exterior walls closer than 3 feet to property f 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)). ,I. Projections, including eaves, may not extend I more than 12 inches into the 3 foot setback from the property line. Section 1710. 1/. Eaves over required windows shall be not less I than 30 inches from the side and rear property' lines. Section 504. ]J. Plastic skylights shall not be installed / 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. 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 exceed $1,000, or when sleeping rooms are. created, smoke detectors shall be provided, at existing bims per item 16 above. 5/10/89 ' 2 R04 SI1FS, LIGHT, VENTILATION .AND (JZfl$G 2/. 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). G Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 ça). Appears to be deSicient n \, or yc7ryic, g 4ô4e2 ?prL. 19,10 to -t on let ri -S 22. 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)). 2/. At least 1/2 of the common wall must be open I 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). 2/. No habitable room, other than a kitchen, shall I be less than l'O" in any dimension. Section 1207 (c). +on pQn. 27 Show that ceiling height for habitable rooms is 0a minimum' of 71 6". Section 1207 (a). 34. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 71 0". Section 1207 (a). 34. Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). .3/. Specify safety glazing for glazing in hazardous / locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. Glazing, in the same wall plane as a door, / must be safety glazing if within 12" of the door and less than 60" 'above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures shall be tempered, laminated' or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 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. 3/. 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. EXITS, STAIRWAYS, AND RAILINGS 3/. Floors above the second story shall have not f 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). 34. Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). 3/. Provide 36" high protective railing for / porches, balconies, and open sides of stair landings. Openings between railing shall be less than 6". Section 1711. 4. 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. 5/10/89 ' . . 3 Led. Provide stairway and landing details. Section / 3306 (b) & (c). Maximum—rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. Minimum headroom is 61 6". C. Minimum width is 36". All handrails per Section 3306 (j), shall I satisfy the following: Provide handrail for stairways with 4 or more risers. Handrail shall be 30" to 34" above the nosing of treads. C. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. L4. Every stairway landing shall have a dimension, ( measured in the direction of travel, at least equal to the stairway width. •Such dimension neednot exceed 36 inches. Section 3306 (g), 3304 (i). 4. A door may open inward at the top step of a I stairway provided the top step is not more than 7 .1/2" lower than the floor level. Section 3304 (h). 41. Provide details of winding stairway complying I with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 36 inches. L4. Provide spiral stairway details,per Section / 3306(f): a.. Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. b. Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6-inches. C. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. I1. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.0. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height,, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing.fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). Exterior stairways shall not 'project into the ( 3 foot setback from the property lines. Section 3306 (a). sj. The walls and soffits of the enclosed usable ( space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 1. Within units, show that corridors have a ' minimum width of 36 inches. Section 3305 (b). ROOFING /4. Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). 55 Specify roof material and application. / Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. +Wocc CAZ,0k.a5 La, 011 a (c1c( nd\ kc4tJ c 5/10/89 : , 4. 51. 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. 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. Specify minimum 1/4 inch per foot roof slope f for drainage or design to support-accumulated water. Section 3207 (a),, Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. Provide skylight details to show compliance I with Sections 3401 and 5207 or provide I.C.B.0. approval number. Plastic skylights must be separated from each I other by at least 4 feet. Section 5207 (a) 6. 63. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). MASONRY Provide fireplace construction details or note ( construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections I attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)1 and Section 2515 (a). Show ties and #9 wire in horizontal joints. Show height and construction details of all I 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 &2.312 (j)3A. 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 between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS Garage requires one-hour fire protection on ' the garage side of walls and ceiling coon to the dwelling. Table 5-B, Section 503 (d). 7J. All elements supporting floor above garage, / including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 3/8" solid core self-closing door for I openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room I used for sleeping purposes. Section 1104. An occupancy separation is not required I 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. ij. Show garage framing sections, size of header f 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 (h). 7/. Provide an 18" raised platform for any FAU, f water heater, or other device in the garage which may generate a flame or spark. IJMC Section 508, UPC Section 1310 (a). 1¼ FOUNDATION REQUIREMENTS 45ze 4'o r42 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). 80. 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:___________________________________ 5/10/89 5 Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 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 soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, formings and reinforcements comply with the soils report and approved an" Show height of all foundation walls. Chapter Show height of retained -earth on all foundation walls. chapter 23. 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. 4. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). Note on plans that surface water will drain away from building and show. drainage pattern .,and key elevations. Section 2905 (f). () For buildings adjacent to slopes steeper than 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. 7. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. I Section 2907 (f). 7. Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). I. 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 I hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. 9J. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes I steeper than 1:10. Section 2907 (c). 9/ Show minimum 18" clearance from grade to f bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. ,4. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 19. Show minimum underfloor access of 18" x 24". f Section 2516 (c). Show minimum underfloor ventilation equal to 1 I 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. Specify that posts embedded in concrete shall I be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. 1<. Show wall bracing. Every exterior wood stud F wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1 x 1 diagonal let-in braces or equivalent. Section 2517 (g) 3. l. In 2-story buildings, shear panels at the f • 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. 5/10/89 : 6 1f. 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. 1/6. Show blocking at ends and at supports of floor I joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. Show double joists. Floor joists.shall be I doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 019. Bearing partitions, perpendicular to joists, / shall not be offset from supporting girders, beams, walls or partitions,'more than the depth of the joist. Section 2517 (d) 5'. Show rafter ties. Rafter ties shall be spaced I 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. 1). Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 111 Show double top plate with minimum 48" lap splice. Section 2517(g) 2. G Show nailing will be in compliance with Table 25-Q. 113 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; 7 In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 1). Show stud size and spacing. Maximum allowable 1 stud heights: Bearing wall: 2 xIs and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 201 . Table 25-R-3. 1,. 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. l7. Note on A.I.T.C. Certificate of Compliance for I glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (in). -st r Q42cIied 118 Detail shear transfer dnections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear ( walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4713 (d)]. 1. Show 3" x 4" or 2" x 6" studs in first story I of three story building. Table 25-R-3. l4. Provide truss details and truss calculations / for this project. Specify truss identification numbers on 'the plans. 134. Show 1/2" minimum clearance between top plate I of interior partitions and bottom' chord of trusses. (To ensure loading will be as designed). l. Provide roof framing plan and floor framing F plan. 'Section .302(c). 1/4. Provide framing sections through Section 302 (c). 1. Specify all header sizes for opening over'Is' I wide. Section 2517 (g) 5. 1/6. Provide. calculations for main vertical and ( horizontal framing members and post footings. Section-302 (b). 5/10/89 7 Ile P 7 f3q - -- rn 2Xrrno t 7— 2X4 'W1 lJ/ Plo Ino blocking PER END JCU' CANTILEVER I I - ... .............. 1.j- 0'• 0 I i a 1 r ( Iq' OC 2X hlocng 2X blocking r ) - _-xl' blocking I I USTEAD Or USG ( I : • • . 2X BLOCKING, sso • ' ••• ,..35 FRAMING tJCHDRS •• . .. ' MAY BE USED ?O l 2X blocking C, -• - -• ••_/ -, < h'• ./ ' / L'/ / 1 rr • -' • .$'•_ • .i I I / .' 24 Lcnc :1 ç .i .•• II ) - 2X blcc!in . •..:. / .• S C / • .5 .. I%.r .5- .....5 •: .. 1:?ICAL INTERIOR . . PArLLEL .H EA F, TRANSFER U / - Provide calculations for lateral loads, shear f panels, shear transfer and related. Section 302 (b). lJ. Show on the plans all structural requirements I developed in the structural calculations. Section 302 (c). (See comments below or at end.) l. Columns and posts located on concrete or I 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. 1). Individual concrete or masonry piers shall f 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. i4. Show location of attic access with minimum size / 22" x 30". Section 3205. 1). Show draft separation for attic areas between I units in a duplex. Section 2516 (f). ;Fop (Try P1 24/0) 133 Specify plywood thickns, gra'e and panel identification index.. Table 25-IS-I When roof pitch is less than 3:12, design ridge as abeam. Section 2517 (h). l. If foundation cripple wall studs are less than I 14" high, framing shall be solid blocking. Section 2517 (g) 4. l,. 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.. 3/8. Detail truss layout for 30".x 30" attic access, if required for equipment in the attic.. 1/9. Ridges, hips, and valley shall be at least one ' size larger than supported rafters. Section 2517 (h) 3. l. In open beam construction, provide strap ties / across the beams at the ridge support. Section 2501 (b). MECHANICAL (UNIFORM MEEiJANICAL WOE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 1)11. Show the size, location and type of all I heating and cooling appliances or systems. 13,4. Show source of combustion air to furnace, per I Chapter 6, UMC. 13/3. Every dwelling unit shall be provided with I 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. .1 Show 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. Furnace shall not be installed in any bedroom, I 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. 147 Show I.C.B.0. approval number for prefab fireplace. Show access to the attic or underfl'oor furnace F to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 1)4. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. Show permanent electrical outlet and lighting 1 fixture controlled by a switch for the attic furnace. Section 708 UMC. l. Show details to comply. with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. l. Note on plan: Gas vents and non-combustible I piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. USC, Section 1706 (a) 6. l4. Provide dryer vent to outside. UMC, Section 1903. 5/10/89 . ' 8 ELflUCAL (NATIONAL ELECTRICAL (X)DE) All wiring shall omply with the National Electrical Code. Show on the plan the amperage of the electrical I service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. l/4 . Show location of all electrical receptacles. 1. Electrical receptacle locations and/or spacing f is not adequate in____________________________ l4. Show at least one convenience outlet other than I outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52.. V. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. Note electrical system ground to be provided I per NEC, Art. 250-81. PLUMBING (UNIFORM PLUMBING (X)OE) 1. Show water heater size, type and location on I plans. UPC, Section 1301. Fuel combustion water heater shall not be /2- installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. Provide adequate barrier to protect water heater from vehicle damage. 'UPC, Section 1310. ],14. Show T and P valve on water heater and show I route of discharge line to exterior. UPC, Section 1007 (e). 1/. Note on the plan that hose bibbs and lawn I sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & (1). l. Show shower stall can accommodate a 30" circle I and has a minimum floor area of 1,024 sq. in. UPC 909 (d). NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls I 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. l. Show how penetrations of assemblies for I 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. 1/. 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. 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. ?o. /1. 14. Show source for providing, combustion air to I fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the 1/2. required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. 5/10/89 . 9 174 Specify on the building plans all of the mandatory energy conservation requirements as listed on €he enclosure titled, "Mandatory Energy Conservation Requirements". lj. Show the make, model and efficiency of the I space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. l/. For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. 17& Provide fluorescent general lighting in ( kitchen(s) per CAC, Title 24, 2-5352(J). 178. Please see additional corrections, or remarks, on the following page. CARLSBAD S.F.D. & DUPLEX SUPPLEMENT V Energy conservation design should be for Zone 7 . See attached energy packages. 1,1). Floor drains must have auto-prime (city ( policy). 1L. Note exhaust fans cannot be ductless type (city ( policy). l. New residential units must be pre-plumbed for f 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. 093). 1. Note "two 3/4" copper pipes must be installed f 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). 1. All piping for present or future solar water fr heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). l. Incorporate the waterproofing details, on the I attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. 187 All new residential buildings, including additions, require a soils report. Please submit two copies. l. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). 1ft6. TJBC Adopting Ordinance 8792 requires Fire ( Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). 1. City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. Please see additional corrections, or remarks, I' on the following page. The 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__________________ " 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: i..kor 4r.r4r efrg2 ec • .__l•_._ — f3=F9F Ma M- prayetJ ! ey potl t, c.ôpr 'or Iiei4 ri 4k l-?c,ri riC 5/11 4-be e, da4'cn. 4:t,O 10 Date s7/ CITY OF CARLSBAD Prepared byi E3 Bldg. Dept. VALUATION AND PLAN CHECK FEE M Esgil PLAN CHECK NO._-101 BUILDING ADDRESS !94e)6 -Jaca-re3neia Ave APPLICANT/CONTACT - PHONE NO._________________ BUILDING OCCUPANCY - 3 - DESIGNER PHONE____________ TYPE OF CONSTRUCTION. V L4 CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 1 Llo(fz _________ ______ ___________ • _____ Air Conditioninz Commercial-. . . . Residential Res. or comm. Fire Srinklers Total Value . Building Permit Fee $ Plan Check Fee $ S 76.05 COMMCNTS; Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET / OF 12/87 P1 BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: az / L,9 ? PLAN CHECK NO.89Jô/ PROJECT ADDRESS: Z06 7C4jQA IVL 3m - Poornc,..) PROJECT NAME:/—ia)k:F_ _T/0) LEGEND ITEM COMPLETE ITEM INCOMPLETE - NEEDS YOUR ACTION N/A - NOT APPLICABLE 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 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. E L 3. Provide legal description and Assessor's 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 (Future Improvement Agreement required). r D. Grading is required to access site, create pad or provide for ultimate street improvement. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other:_____________________________________________________ Dedication Requirements V.. 9. No dedication required. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8-1/2" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication -is as follows: Dedication completed, Date: By: Improvement Requirements No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plan check 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:______________ 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 recent title report on the property so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notorized 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). V11_ 14. No grading required as determined by the information provided on the site plan. - 15. Grading Permit required.. A separate grading plan prepared by a registered Civil Engineer must •be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: By: Miscellaneous Permits t. 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. K 20. Industrial Waste Permit is not required. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application 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 Park-in-Lieu Fee Quadrant:' 4 Fee Per Unit: -. JA) _ 23. Traffic Impact Fee Fee Per Unit:_. Total 'Total Fee:__________ /JIs 24. Bridge and Thoroughfare Fee Fee Per Unit: Total Fee: 25. Public Facilities Fee required. _ 26. Facilities Management Fee Zone: 12- Sewer Fees Permit No. Fee:_________ - Fee: EDU's: ?t Sewer Lateral required: Fee:_________ REMARKS: ENGINEERING AUTHORIZATION TO ISSUE PERMIT Date:____