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HomeMy WebLinkAbout2082 TRUESDELL LN; ; CB940324; PermitBUILDING PERMIT RAM Issue S Permit No: CB940324 Project No: A9400459 Development No: 67O 04/2a'94 DCi. IL 3C 04/28/94 09:29 1 Page 1 of I Job Address: 2082 TRUESDELL LN Suite: Permit Type: RESIDENTAL ADD/ALT Parcel No: 167-180-24-00 Lot#: Valuation: 25,000 -Construction Type: VN Occupancy Group: R3 Ref erence#: Description: 369 SF IS ADDN + KITCHEN REMDL Fee description Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y e' for Plumbin, Gas Piping System * PLUMBING TOTAL Enter "Y" for Electric Enter "1" for Remodel * ELECTRICAL TOTAL Appl/Ownr : RMF DEVELOPMENT P 0 BOX 421 ESCONDIDO, CA 9203 Fees Required -* Fees: 466.00 Adjustments: / .0'0 V,.. TotaCr Total Fees: 466(00.. aym lance ected & Credits .00 164.00 302.00 Ext fee Data -------------- 252.00 164.00 3.00 419.00 20.00 Y 7.00 27.00 10.00 Y 10.00 Y 20.00 7.00 Status: ISSUED Applied: 03/23/94 Apr/Issue: 04/28/94 Entered By: DC 619 74723366 IftLAPPROt/, INS DATE. CLEARANCE ____ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ..A.Ji'l IIUtL. ILIlt NAME ?#? j9eLIe'eoJ9,J CITY ADDRESS g0x I,' Z/ STATEe2 ZIP CODE q).o23 DAY TELEPHONE 74I PERc hjcr City of CarLsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 L S I. PERMIT TYPE A - U Commercial U New Building U Tenant Improvement B -0 Industrial 0 New Building 0 Tenant Improvement C - Q4esidential 0 Apartment 0 Condo lZ34igle Family Dwelling 1110 dition/A1teration 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing 0 Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other__________ OT AM ('LIVt'V lkTf% '9' - ESf.VAL _ 507-0 Q-07-0 PLAN CE DEPOS / (, A/ VALID. BY fl' DATE b 253 ''3 '9 FOR OFFICE USE ONLY aaress oga 7547e4L. A.X ioing or buite P40. Nearest Cross Street O')/2 0e 02 Energy Calcs 02 Structural Calcs 02 Soils, Report 0 1 Addressed Envelope ASSESSOR'S PARCEL 167 IYQ X EXISTING USE P C PROPOSED USE 'P < DESCRIPTION OF WORK SQ. Fr. 3 ? # OF STORIES j i. U.JNIAt.d 1'ERNJN (if different from applicant; NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE 4. APPUCANT L'CI)NTHACIUR U AGENT FOR CONTRACTOR Li OWNER U AGENT FOR OWNER NAME 'h/p- '-8) ADDRESS ,$4i CITY 4' • STATE '' L ZIP CODE 7.a.z 7 DAY TELEPHONE -- . rw.jrrjtl I UVWN NAME (e*JOh I#1 ADDRESS A062 0a,,4Z-1)1. CITY IS ô'o.J STATE ZIP CODE DAY TELEPHONE STATE LIC. &..5 IV X I LICENSE CLASS CITY BUSINESS LIC. # C-FCe') 7 CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # 7. WORKERS' WMPENSAI1ON Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-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 7Y03'3 EXPIRATION DATE . / 9 5' so as to become subj t to he Workers' Compensation Laws of California. NATURE DATE 3'2/ Owner-Builder Declaration: I hereby affirm that I am exempt From the Contractor's License Law for the following reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for 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.). E3 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES DNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES 0 N Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES ONO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF (XXI1WANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF TIlE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLU1ION CONTROL DISTRICT. 9. WNSThUCI10N LENDING AGENCY I hereby affirm that there is a construction lending agency [or the performance of the work for which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME ,t/.4' LENDER'S ADDRESS 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 UABIU11ES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over S'O" deep and demolition or construction of structures over 3 stories in height. 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 365 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). APPLICANT'S SIGNATURE /) DATE: __ CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB940324 FOR b9/15/94 INSPECTOR AREA PD DESCRIPTION: 369 SF 15 ADDN + KITCHEN REMDL PLANCK# CB940324 0CC GRP R3 CONSTR. TYPE VN STE: LOT: PHONE: 619 747-3366 PHONE : INSPECTO D/L TOTAL TIME: CD • LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural • 4i12 ______________________________ 29 PL Final Plumbing 39 EL Final Electrical • ______________________________ 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION • ACT INSP. COMMENTS 070794 Interior Lath/Drywall AP PD 070194 Shear Panels/HD's AP PD 070194 Insulation AP PD 062794 Frame/Steel/Bolting/Welding AP PY 062794 Gas/Test/Repairs AP PY 062794 Roof/Reroof AP PY 062794 Shear Panels/HD's AP PY 062794 Rough Electric AP PY 062794 Rough/Ducts/Dampers AP PY 052594 Ftg/Foundation/Piers : • AP PD TYPE: RAD JOB ADDRESS: 2082 TRUESDELL LN APPLICANT: RNF DEVELOPMENT CONTRACTOR: OWNER: REMARKS: MW/RICK/747-3366 SPECIAL INSTRUCT: RECHECK Pane No 1 nf 1 Prnas Co PROPOSAL AND ACCEPTANCE —k, •P-19 PROPOSAL SUBMITTED TO PHONE DATE Carol Hardin 729-2683 Dec.15, 1993 STREET JOB NAME 2082 Truesdale Lane Room Addition - CITY, STATE AND ZIP CODE JOB LOCATION Cr1Sbp 2000 . Same ARCHITECT • DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for: room. dooin_dining_room_andtnish_opening.Rerpove_wa4_and_w4n4o lot _t44áepook_.area _tQQpento_newianUoonL_RemoMe_existiig_wizIdbLthJ(.ttcbcn to cto..new-open4ng app ace old rooM to_have_one_6!_X_4!Udi4g_gass..wtndow_tnsta.l.l.ed_on_wostwa1 1., one-4f-x4!_s.l4d4.rg El RaD1ngJotop_aniLxocLLJnJ2_pitch_oo_new_fami1y room. Pewiny1_.f1aoriag.4nstaUed and nook . r.nntrtp patio_slabs CALIFORNIAONLY:0ff both new do.ots. Ins..ta]i_new_cancre.te_sLtep. to l ower- leveL NOTICE To OWNER: Contractors are required by law to be licensed and regulated by the —All _p1ans_and_permits.,jii&te.ri al andJiabor necesary to_complete contractors' state license board. Any - Jhose a.boeproj.eciate_inciu.de..tiii-thi s proposal. efenad to the regiar of the board address is: Contractors' State Ucense Board, 9835 Goethe Rd.. Sacramento, CA 95827. - We Propose hereby to furnish material and labor—complete in accordance with above specifications, for the sum of: Twenty - five Thoudand - - - - - - - - - - - - - - - - - - - --- -dollars($25,000.00 Payment to be made as follows: Mutual agreement between owner and contractor All material Is guaranteed to be as specified. All work to be completed In a workmanlike manner A êI U. orlzw according to standard practices. Any alteration or deviation from above specifications Involving extra costs will be executed only upon written orders, and will become an extra charge over and olgflaiure above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully Note: This proposal may be / 4/ covered by Workmen's Compensation Insurance. withdrawn by us if not accepted within ' / days. " Acceptanèe. of Proposal -The above prices, specifications and conditions are satIsfaci, and are hereby accepted. You are authorized to do the work as specified. Payment'vlll be made as outlined above. Signature ) Date of Acceptan - /c/j Signature C PAC-3 440. r ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE: r\J) JURISDICTION: ?LAN cHECK NO: 93Z 4f SET: 1r PROJECT ADD RESS:22 6. 2 Ti--'3 Oela" Lo I! / )%. iJ- PRoJECT NAME: •i 44/ iO-?i URISDICT PLAN CHECKER FILE COPY UPS DESIGNER The plans transmitted herewith have been corrected where LLXL necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comolv El with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. - 0,. The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. F-1 The check list transmitted herewith is for your information. ' The plans are being held at Esgil Corp. until corrected olans are submitted for recheck. The apolicant'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: E! Esgil staff did not advise the applicant contact person that olan check has been comoleted. Esgil staff did advise applicant that the :)!an check has been completed. Person contacted: Date contacted: - Telephone IkI , El REMARKS,: / By: Enclosures: SGIL CORPORATION OGA 0C.1 C1 PC E.SGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 3Q -9f JURISDICTION: CARLSBAD PLAN CHECK NO: 91/324' SET: L PROJECT ADDRESS: ////, PROJECT NAME: i-;i flAPPT ..JURISDICTION LJPLAN CHECKER OFILE COPY D UPS fl DES I G N ER r— The plans transmitted herewith have been corrected where U necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially cornolv with the jurisdiction's -building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies Li identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ç The check list transmitted herewith is for your information. '. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. Ej t The applicai's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The apolicant'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. 1 Esgil staff did advise applicant that the plan check has been cornpletã Person contacted: Date contacted: 3,1'7 69 Telephone "oy U REMARKS: 11 By: losures: IL CORPORATION / DGA El CM OPC PLAN CHECK NO: q- 3 ? JURISDICTION: CITY OF CARLSBAD TO: Fri ENCLOSURES: PROJECT ADDRESS: _Z0E5cIVLeS £'e// L1 FLOOR AREA: 3 (0 \5-F STORIES: HEIGHT: ' Al "it REMARKS: PLAN CORRECTION SHEET CITY OFCARLSBAD SINGLEFAMILYANDDUPLEXDWELLINGS Date plans received by jurisdiction: ,L-2, L( Date p1 ns re eived by Esgil Corporation 13 1-1-519 V FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and 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: 1991 UBC (eff. 8/14/92) 1991 UPC (eff. 8/14/92) 1990 NEC (eff. 7/1/91) 1991 UMC (eff. 8/14/92) 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), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To sneed uo the recheck orocess, note on this list (or a cony) where each correctionitemhasbeenaddressedi.e., plan sheet, soecification, etc. Besure toenclosethemarkeduolistwhenyou submit the revised clans. Date initial plan check completed: - 3/3O/'Y sy:j9& Applicant contact person: k c/YSi2Y Telephone:_ NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. I List No. 2, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1991 UBC) PLANS a' Submit fully dimensioned plot plan, / drawn to scale, showing location, i. please make all corrections on the size, and uses of all existing and original tracings and submit two new proposed structures on the lot. sets of prints, to: Identify property lines and show lot dimensions and all easements. Section ( Esgil Corporation, 9320 Chesapeake 302(d). Drive, Suite 208, San Dieoo, California 92123, Indicate distance from property lines Ili - Pleas make alcorrectos on the (619) 560-1468. to the oroposea build ng Section original tracings and submit two new ,O. On the cover sheet of the plans, sets of prints, to: / specify any items requiring special insoection, in a format similar to The jurisdiction's building that shown below. Section 302(c). department. REQUIRED SPECIAL INSPECTIONS . Indicate on the Title Sheet of the In addition to the regular plans the name of the legal owner and insoections, the following checked name of the oerson resoonsible for the items will also recuire Soecial preparation of the plans. Insoection in accordance with Sec. Section 302(a)7. 306 of the Uniform Building Code. 5'. All sheets of plans must be signed by ITEM REQ. IF ( the person responsible for their CHECKED preparation. (California Business and SOILS COMPLIANCE Professions Code). PRIOR TO FOUNDATION INS?. ,S. Plans, specifications and calculations shall be signed and sealed by the STRUCTURAL CONCRETE California state licensed engineer or OVER 2500 PSI architect responsible for their preparation, for plans deviating from PRESTRESSED STEEL conventional wood frame construction. Specify expiration date of license. FIELD WELDING (California Business and Professions Code). HIGH STRENGTH BOLTS 0 Specify on the Title Sheet of the EXPANSION ANCHORS plans the Cross floor area of each element of this project, including SPECIAL MASONRY dwelling, garage., carport, patio, deck and balcony. Sectoq 302(d). SPRAYED-ON FIRE PROOFING - (J Provide a statement on the Title Sheet of the plans that this project shall PILES/CAISSNS comply with Title 24 and the 1991 UBC, UNC and UPC and 1990 NEC. DESIGNER-SPECIFIED OTHER 11/18/93 Z 2 y{ 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." i. 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 PROTECTION Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. /4. Exterior walls closer than 3 feet to / a property line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. See Section 1710 for possible exception. Projections, including eaves, may / not extend more than 12 inches into the 3 foot setback from the property line. Section 504(b). Eaves over required windows shall be / not less than 30 inches from the side and rear property lines. Section 504(a). 17 /Projections, including eaves, shall / be one-hour fire-resistive ' construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1711. 4'. Plastic skylights shall not be / installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. 19 Show locations of permanently wired smoke detectors with battery backup: '5t.Z o 4-Is-a Inside each bedroom. Centrally located in corridor or area giving access to sleeping rooms. On each story. In the basement, if part of the dwelling unit. When sleeping rooms are upstairs, at the upper level in CICse proximity to the stair. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in all sleeping areas of he unit. Section 1210 1G20". When the valuation a room addition or reoair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided per item 19 above, except that smoke detectors added at existing construction need only be battery powered. Section 1210. GENERAL RESIDENTIAL REQUIREMENTS 21. 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 so.iare feet of floor area. Section 1207 (b) 27 No habitable room, other than a / kitchen, shall be less than 7'0" in any dimension. Section 1207 (C). 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. 24' Basements in dwelling units shall / comly with the above (even if not designated as sleeping rooms) Section 1204. 11/16/93 . 3 Window area must be at least 1/10 of / the floor area and a minimum of 10 square feet per Section 1205 (b). Appears to be deficient in 34 Dimension on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a) Show safety glazing in the following locations, per Section 5406(d): Where the nearest edge of glazing is within a 24-inch arc of either side of a docr in a closed Dosition (unless there is an intervening wall between the coo:- and the glazing or if the glazing is 51 -0" or higher above the walking surface) Glazing greater than 9 square feet with the bcttom edge less than 18" above the floor and the too edge greater than 36" above the floor (unless c*he glazing is more than 36" horizcntally away from walking surfaces or if a complying protective bar is installed) Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor). Walls and floors separating units in a duplex shall be of one-hour fire- resistive construction. Provide details of the assemblies. Section 1202(b). 37. A mezzanine is an intermediate floor 7 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 44" in height. Section 1717. The loft you show does not comply as 7 a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1717. 4. Dwellings used for daycare for 7 to / 12 children shall comply with the special requirements in Chapter 12 of Title 24. Openable window area in habitable / rooms must be 1/20 of the flcor area and a minimum of 5 square feet. In bathrocrns, laundry rooms and similar rooms, 1/20 of area is reauired and minimum is 1.5 sq. ft. Section 1205 (c). *27 At -least: 1/2 of the ccrnon wall must be open and have an opening not less than 25 sq. ft., nor one tenth of the floor area of the interior room, if light and ventilation is being supplied from an adjacent room. Section 1205 (a) 2. Required windows shall not open into / a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65 open, and the porch abuts a street, yard or court. Section 1.205 (a).. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). Note that the discharge point for exhaust air will be at least 3 feet from any opening into the building. Section 1205(c). '. Ductless fans cannot be used in / bathrooms if a tub or shower is present. Section 1205(c). 3,2'. Show that ceiling height for / habitable rooms is a minimum of 7'6". Section 1207 (a). \ 3,3'. Show ceiling height for laundry / rooms, hallways, corridors, and \ bathrooms is a minimum of 71 0". Section 1207 (a). 7. 11/16/93 4 EXITS, STAIRWAYS, AND RAILINGS 49' Every stairway landing shall have a dimension, measured in the direction 4. Floors above the second story shall of travel, at least equal to the have not less than 2 exits. stairway width. If a door occurs at Exceptions: 1. Occupied roofs may the landing, such dimension need not have one exit if such occupied areas exceed 36 inches. Section 3306 (g). are less than 500 square feet and 3304 (i) located no higher than immediately 7 above the second story. 2. When the 47. An interior door may open at a third floor within a unit does not landing that is not more than 8" exceed 500 sq. ft., only one exit lower than the floor level, provided need be provided. Section 3303(a). the door does not swing over the landing. Section 3304 (i) 41/Required exit doorways shall be not ' less than 36" in width and not less 4B. Provide details of winding stairway than 61 8" in height. / complying with Section 3306 (d) 4,2< Provide 36" high protective railing Minimum tread is 6 inches at any for porches, balconies, and open point and minimum 9 inches at a sides of stair landings. Openings point 12 inches from where the between railings shall be less than treads are narrowest. 4". The triangular openings formed Maximum rise is 8 inches. by the riser, tread and bottom Minimum width is 36 inches. elements of a guardrail at a stair / shall be less than V. Section 49. Provide spiral stairway details, per 1712. Section 3306 (f) 0. Show how guardrail connection . a. Minimum run is 7-1/2 inches .7 details are adequate to support 20 measured at a point 12 inches pounds per lineal foot at a right from where the treads are the angle to the top rail. Table 23-3. narrowest. b. Maximum rise is 9-1/2 inches. /44. Provide stairway and landing Maximum clear opening between details. Section 3306 (b), (c) and risers is 6 inches. (o). c. Minimum headroom is 6 feet 8 a. Maximum rise is 7" and minimum inches. run is 11". When the stairs d. The tread must provide a clear serves less than 10 occupants, or walking area measuring at least serves an unoccupied roof, rise 26 inches from the outer edge of may be 8" maximum and run 9" the supporting column to the minimum, inner edge of the handrail. Minimum headroom is 61 -8". Minimum width is 36". ,'O. Spiral stairways may not be used for required exits when the area served 5. All handrails, per Section 3306 (i), is greater than 400 sq. ft. Section shall satisfy the following: / 3306 (f) Provide handrail for stairways / with 4 or more risers. 51. Provide I.C.B.O. Research Report and Handrails and handrail extensions / number for metal stairway, or submit shall be 34" to 38" above the plans and calculations and approved nosing of treads. fabricator registered with the The handgrip portion of handrails building department or note that the shall be not less than 1-1/211 , stairway fabrication plans shall be nor more than 2" in cross- submitted to and approved by the sectional dimension. building official prior to Except for stairs serving only installation. one tenant, handrails shall be extended 12" beyond the top and bottom of the stair. 11/16/93 5 52'. Exterior stairways shall not project / into the 3 foot setback from the property lines. Section 3306 W. 51. The walls and soffits of the / enclosed usable space under interior stairs shall be protected on the enclosed side as required for one- hour fire-resistive construction. Section 3306 M . 54uiithifl units, show that corridors have a minimum width of 36 inches. Section 3305 (b) . ROOFING s'I. Specify roof material and ' application. Chapter 32. 58. Specify I.C.3.O. or U.L. approval number for roof materials not covered inU.3.C., e.g., tile, etc. Section 107. Specify minimum 1/4 inch per foot / roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 M . Show roof drains and overflows. Section 3207. 6X' Provide skylight details to show / compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. Plastic skylights must be separated from each other by at least 4 feet, unless they are over the same room and their combined area does not exceed 100 square feet (or 200 square feet if the plastic is a "CCI" material) . Section 5207 (a) 6. Show attic ventilation. Minimum I' 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 area' required and area provided. Section 3205 (c). /4. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension." Section 3205(c). CONCRETE AND MASONRY /5- Provide fireplace constructicr. details or note construction to be per attached fireplace standard drawing. Chapter 37. Shcw 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, etc. Shcw height and construction details of all masonry walls. Chapters 24 and 26. ( Shcw floor and roof connections to ' mascnry and concrete 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 permitte. Section 2310. , ./q- 10'.'t-5 W 001 -7 GARAGE AND' CARPORTS Garage requires one-hour fire / protection on the garage side of walls and ceiling common to the dwelling. Table 5-3, Section 503 W. 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) 7,1. Show a self-closing door, either 1- 3/8" solid core or a listed 20- minute assembly, for openings between garage and dwelling. Section 503 W . 72. Garages are not permitted to open / into a room used for sleeping purposes. Section 1104. 7 . 55. Specify roof slope. "56'. Roof slope is not adea-ucte for roof / type specified. Table 32-3, D and Q 11/17/93 An occupancy separation is not / required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel height-to- width ratio is 3-1/2 to 1 for plywood. 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 (i) ,'76. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or soark. UMC Section 508, UPC Section 1310 (a). FOUNDATION REQUIREMENTS Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c) 71. The foundation plan does not comply I with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance:- 5119. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. The building pad was prepared in ; accordance with the soils report, The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 80'. Provide a letter from the soils / engineer confirming that the foundation plan, grading plan and specifications have been reviewed and chat it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Mt Show height of all foundation walls. Chacter 23. Show height of retained earth on all / foundation walls. Chapter 23. If cut or fill slopes exist, show '- distance from foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a) Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 M . 8g • Dimension foundation per U.B.C. Table 29A: Floors Footing Supjorted* 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. 84. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 11/17/93 7 s8. Show foundation bolt size and spacing. Section 2907 M. 8,9. Specify size. I.C.B.O. number and manufacturer of power driven pins and expansion anchors. Show edge and end distances and spacing. Section 302 (d). 9.0'. If required, show size, embedment and location of hold down anchors on foundation plan. Section 302 (d). 91C If hold downs are required, note on / olan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. 4. Show adequate footings under all / bearing walls and shear walls. Section 2907 (b) Show on the plans details for stepped footings 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. 91. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 96 Show minimum underfloor access of 18" x 24". Section 2516 (c)2. 97 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 practical and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. FRAMING 98. 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, Table 25-V. In 2-story buildings, shear panels at the first story Cat least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V. lDO. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals nct exceeding 8 feet, unless both edes are held inline. Sec. 2506 (h). 0\~_l Shcw blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Seccicn 2517 (d) 3, 2517 (h) 7. 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 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) S. 194. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 6. 105. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. l'06. Show nailing will be in compliance with Table 25-Q. ffi. Show or note fire stops at the / following locations per Section 2516 (f) a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal; 11/17/93 8 b. 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; 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. a. At openings between attic spaces and chimney chases for factory-built chimneys. 108. In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with walls separating units and separating units from common areas. Section 516(f)4. 16. Show stud size and spacing Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 101 ; !on-bearing: 2 x 4 max. 141 , 2 x 6 max. 201 . Table 25-R-3. 110. Studs supporting two floors, a roof and ceiling must be3x4or2x6 at 16" o.c. Table 25-R-3. lii. Note on the plans that an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 1?2. Detail all post-to-beam and post- to-footing connections and reference the detail to the plan. Section 2516 W. 1,2. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4714 (d)). Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Show clearance between top plate of interior partitions and bottom chord of trusses. (To ensure non- bearing condition between supports as designed) 14. Provide roof framing plan and floor framing plan. Section 302 (d) 8. Provide framing sections through Secticn 302 (d) 119. Specify all header sizes for openings over 4' wide. Section 2517 (g) 5. p20. Provide calculations for main / vertical and horizontal framing members and footings. Section 302 (b). Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). i4. In Seismic Zones 3 and 4, the / allowable shear wall values for drywall in Table 47-I must be reduced 50 percent when considering earthcuake loads. This does not apply to wind loads. Footnote 1. 113'. Detail shear including diaphragms, Section 2513. transfer connections, roof and floor to shear walls. 124' Show on the plans all structural / requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) 7Ci-tQ 512- o-( -C, I' t kL L(. e 4 e74j 4,2 'i i 11/17/93 19 17. 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 1" minimum 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 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. 126<' Show location of attic access with a minimum size of 2211 x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 3011 headroom clearance is required above the opening. Section .3205(a). 1211. Detail truss layout for 30" x 30" / attic access, if required for equipment in the attic and detail 30" x 30" clearance through truss webs. 12s. Specify plywood and/or particle board thickness, grade and panel span rating. Table 25-S. 12. when roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). ,ab. Ridges, hips, and valleys shall be 7 at least one size larger than supported rafters. Section 2517 (h) 3. 13~. In open beam construction, provide / strap ties across the beams at the ridge support. Section 2501 (b). If foundation cripple wall studs / are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. 13. Cripple wall studs exceeding 4 feet / in height shall be 3 inch by 4 inch or 2 inches by 6 inches when sucorting 2 stories. Section 2517 (g) 4. 134. Note on the plans chat "all weather-exposed surfaces shall have 7 a weather-resistive barrier to protect the interior wall covering and chat exterior oenings shall be flashed in such a manner as to make them weatherproof". Section 1708. MECHANICAL (UNIFORM MECH-ANICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform echanical Code. 15. Show the size, location and type of all heating and cooling appliances or systems. e-6,l-provided Every dwelling unit shall be 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. C, Sec. 1212. / T' fry 137'. Note on the plans that the FAU / closet or alcove must be 12 inches wider than the furnace or furnaces being installed. UNC Section 704. d8. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. 1,19. 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. 1,40. Show source of combustion air to / furnace, per Chapter 6, UMC. 11/17/93 10 ii'. Show access to the attic containing 7 equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708, UMC. 42. Note that passageway to the attic 7 furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 708, UMC. 14.3. Show ceranent electrical outlet / and lighting fixture controlled by a switch for furnace located in attic Cr underfloor soace. Section 708 & 709, UM-C. 144. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 145. Show I.C.3.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-3. 146: Note on the plans that approved spark arrestors shall be installed on all chimneys. Section 3703(h). Note on clan: Gas vents and non- coiustib1e piping in walls, passing through three floors or less, shall be effectively draft stopped at each floor or ceiling. U]36-, -Section 1706 (c) 14'8. Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 1903. ELECTRICAL (NATIONAL ELECTRICAL CODE) All wiring shall comply with the National Electrical Code. Show on the plan the amperage of / the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. )6'O. Note on the plans that receptacle outlet locations will comply with 1990 NEC Art. 210-52(a). &5 Show on the plans that countertop receptacle outlets comply with 1990 NEC Art. 210-52(c), which reads as follows: In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that no point alcn; the wall line is more than 24 inches measured horizontally frcn a receptacle outlet in that scace. Island and peninsular countertops 12 inches or wider shall have at least one receptacle for each four feet of counter top. Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces. Receptacles rendered inaccessible by appliances fastened in place or appliances occupying dedicated space shall not be considered as these required outlets. Dwelling Unit Receptacle Outlets Counter Tops 210.52(c) IF' 4• 0 0 -:- 0 - sL G G - Mchww of i.vu.g ksa 'S 152. Show on the plan that receptacle ./ outlets in hallways comply with 1990 NEC Art. 210-52(h), which reads as follows: For hallways of 10 feet or more in length at least one receptacle outlet shall be required. 11/17/93 11 153. Show on the plan that ground-fault National Standards Institute circuit-interrupter protection Standard A112.19.2. H & S Code, complies with 1990 NEC Art. 210-8, Section 17921.3(b). which reads as follows: NOISE INSULATION (DUPLEXES) All 125-volt, single-phase, 15- and 20- ampere receptacles installed in 1ft2. bathrooms, garages, basements, / outdoors and within 6 feet pf a .kitchen sink. PLUING (UNIFORM PLUi'INC- CODE) i,. Show water heater size, type and location on plans. .U:-:C, Section 1301. 155. Note on the plans that "combustion air for fuel burning water heaters will be provided in accordance with the Uniform ?lurr..bing Code". 1,56. Fuel combustion water heater shall not be installed in clothes closets, in a bathroom or bedroom, or in a closet opening into bathroom or bedroom. UPC, Section 1309. 1'57. Provide adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. 158. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 15. Show that water heater is adequately braced to resist seismic forces. UPC, Section 1310. i,cro. Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 W. 1611. New water closets and associated flushometer valves, if any,. shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (ITC) rating on floor/ceiling of 50 decibels. Title 24. 16a. Show hcw penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 24. 16. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 24. ENERGY CONSERVATION NOTE: Plans submitted after January 1, 1993 must comply with the. new energy standards. I Ø. Provide plans, calculations and / worksheets to show compliance with current energy standards. 17'6. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. lfic. All energy items shown on the plans / must be in agreement with the information shown on the properly completed Form CF-1R. 11/17/93 12 l6. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist." 14. Show the make, model and efficiency of the space heating (or cooling) system. 0 For room additions, show compliance with the energy standards. See attached. 1 '. Provide fluorescent general / lighting (40 lumens per watt) in kitchen(s) and bathrooms. Provide a note on the plans stating "All new glazing (fenestrations) will be installed with a certifying label attached, showing the U-value." CARLSBAD S.F.D. & DUPLEX SUPPLEMENT CD Energy conservation design should be for Zone 7. INFO '4. For gas piping under slabs that / serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. p~. New residential units must be pre- plumbed for future solar water heating. Note that 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) l343 Note that two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093) All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). i. Incorporate the waterproofing / details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). e Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. lfr'. All new residential buildings, ( including additions, require a soils report. Please submit two cooies. Exception: If a room addition is limited to one story and 1000 sq. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stamp on the plans. $l. All structures recuire a Class 3 / roof covering, except room / additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't aooiv. City Ordinance 9792 requires two / parking spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance. 18'3. Overflow roof drains shall / terminate in an area where they will be readily visible and will not cause damage to the building. If the roof drain terminates through a wall, the overflow drain shall terminate 12" minimum above the roof drain. Policy 84-35. MISCELLANEOUS 1. Please see additional corrections, 7 or remarks, on the following page. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: _Yes No 11/30/93 13 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 lease con ct lea---e at Esgil Corporation. Thank you. flo u ta U '-Q. $. v' I 4-, i c7L4 y'ac,-k ceflk 11/19/93 - . 14 Dates 3-3 2 Jurisdiction ('ARI,SBAD Prepared byi o Bldg. Dept. VALUATIONANDPLANCHECKFEE__ E3 Esgil PLAN CHECK NO._.9 c7T— 3 1 ' BUILDING ADDRS - APPLICANT /CONTACT PHONE NO. BUILDING OCCUPANCY - DESIGNER PHONE TYPE OF CONSTRUCTION 11 A.) CoNTR.;c'roR PHONE____________ BUILDING PORTION __ BUILDING AREA VALUATION 1.ULTIPLIER \'ALUE cdL) 70 a 5 ' 0dV Air ConditioninE Commerc.al Residential Res. or Comm. PireSprinklers I Total Value i-t -00 00. Building Permit Fee. $_ s 6,0 Plan Check Fee S S / c3. COHhENTS_ '3/.0y SHEET I OF 1 12/87 City of Carlsbad. / BUILDING PLANCHECK CHECKLIST DATE: PLANCHECK NO. BUILDING ADDRESS: L2t/h' 4#.' 't PROJECT DESCRIPTION: ASSESSOR's PARCEL NUMBER: / 7-/' EST. VALUE ,24rD ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. 1st CHECK By: . Date:. 2nd CHECK By:________________ Date:________ 3rd CHECK By: bate:_______ DENIAL Please see the attached report of deficiencies marked with C]. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date:________ By: Date:________ By:_ Date:________ ATTACHMENTS O Dedication Application O Dedication Checklist El Improvement Application Improvement Checklist Future Improvement Agreement O Grading Permit Application O Right of Way Permit Application Sewer Fee Information Sheet CONTACT PERSON NAME: ADDRESS: PHONE: A-4 P:DOCSCHKLSTBPOOO1.FRM . REV 12/17/93 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST /El SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: North ArroW D. Property Unes Easements Existing & Proposed Structures E. Easements Existing Street Improvements F. Right-of-Way Width & Adjacent Streets 0 2. Show on site plan: Drainage Patterns C. Existing Topography Existing & Proposed Slopes O 3. Show on a section drawing or include a note stating that there is a minimum of 6" difference between the finished floor and the finished grade elevation adjacent to the structure. O 4. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d)5]. On graded sites, 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 two percent' (per 1990 UBC 2907(d)5.). 0 5. Include on title sheet At /2nd / 3r3rd,/ •00 Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. • EXISTING PERMIT NUMBER DESCRIPTION P:\D0CSCHKLSflBP0001.FRM Pagel of 4 REV 12/17/93 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE jjt/ 2nd./ 3rd,/ JiLl 0 0 6. Project does not comply with the following Engineering Conditions of approval for I Project No. Conditions were complied With by: Date:_________________ DEDICATION REQUIREMENTS )f?fJ 0 0 7. Dedication for all street Rights-of-Way adjacent to the building site and any storm I' drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $_____________ -pursuant to Code Section 18.40.030. Dedication required as follows: Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and' the requirements on the checklist at the time of resubmittal. Dedication completed by Date:__________ IMPROVEMENT REQUIREMENTS O 0 0 8a. All needed publiO improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18.40.040. Public improvements required as follows: Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a Separate plahcheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: Date: P:\DOOSCHKLS1\BPOOO1.FRM Page 2 of 4 REV 12/17/93 BUILDING PLANCHECK CHECKLIST V 1 SW 2fldv' 3rd-/ DOD 8b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $____________________ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows:_____________________________ Improvement Plans signed by: . Date:__________ 0 0 8c. Enclosed please find your Future Improvement Agreement.,Pleasii return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by: Date: . 8d. No Public Improvements required. SPECIAL NOTE: Damaged ordefective improvements found adiacent tobuildingsitemustberepairedtothesatisfactionof the City_Inspectorpriortooccuancv. . GRADINGPERMITREQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. E] 0 0 9a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 0 0 9b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE:. The Grading Permit must be issued and rough grading a12 roval obtained prior toissuanceofaBuildingPermit. WSM Grading Inspector sign off by: Date: 9. No Grading Permit required. BUILDING PLANCHECK CHECKLIST P:DOCS\CHKLS1\8POCO1.FRM Page 3 of 4 REV 12/17/93 Ic MISCELLANEOUS PERMITS FlOV 2nd/ 3rd' $ 0 0 10. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways. A separate Right-of-Way permit issued by the Engineering Department is required for the following: Please complete attached Right-of-Way application form and returnto the Engineering Department together with the requirements on the attached Right-of-Way checklist, at the time of resubmittal. 0 0 11. A SEWER PERMIT is required concurrent with the building permit issuance. The fee /4 is noted in the fees section on the following page. 4 0 0 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial (f" Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: Date: ni P:DOCS\CHKLS1\BPOOO1.FRM Page 4 of 4 REV 12/17/93 . . U U V V £ £ a .a C V 4L - A. PLANNING CHECKLIST Plan Check No. 9'9 32L1 Address 2' ,2. 77t) 51A k Planner DAVID RICK Phone 438-1161 ext. 4328 (Name) V APN: Tve of Project and Use Re5 Zone (?- I Facilities Management Zone , . CFD (in/out) # V circle (U property in, complete SPECIAL TAX CALCULATION V WORKSHEET provided by Buildiig Department.) Legend WCO Item Complete V [tern Incomplete - Needs your action 1,'2, 3 Number in circle indicates plancheck number where deficiency was identified V Environmental Review Required: YES - NO - TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 9/o 0 Discretionary Action Required: YES NO _'/'TYPE APPROVALJRESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval V California Coastal Conn[ion Permit Required: YES - NO DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 921081725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval • V Q 0 0 Inclusionary Housing Fee required: YES ___ NO ___ (Effective date of [nclusionary Housing Ordinance - May21, 1993.) Site Plan: 0 0 0 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property. lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensioned setbacks and existing topographical lines. 110 0 . 2. Provide legal description of property, and assessor's parcel number. Zornn 0 Setbacks: Front: . Required Shown 2-3 Int. Side: Required 7,5' Shown 2' Street Side: Required ,* Shown 449- Rear: Required tc' Shown 2' 20000/"0 Lot coverage: Required £ qLShown Height: . . Required Shown 0 Parking: Spaces Required 1 cShown 2— Vl'~Shown Guest Spaces Required 11110 Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE PLNCK.FRM