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HomeMy WebLinkAbout1010 FOXGLOVE VW; ; CB901626; PermitS. B U I L 0 I N G P E B M i .1:' Permit. No: CB901626 04/30/91 15:07 Project No: A9001838 Page : 1 of 1 . Development No: Job Address: 1010 FOXGLOVE VIEW Str: Fl: . Ste: Permit Type: RESIDENTAL ADD/ALT (UNDR $10K) Parcel No: 214-410-27-00 04/30/9j 0001 01. 02 Valuation: 58,867 - . 581 Construction Type: VN Occupancy Group: R3 Class Code: Status: ISSUED Description: 778 SF 2S ADD+213 DECK Applied: 10/09/90 - Apr/Issue: .0.4/30/91 . Validated By: KZH Appl/Ownr : VON SENDEN, KARL 619--793-2615 - 312 S. CEDROS AV. STE #300 . .. SOLANA BEACH, CA . OWNER : NYLANDER, JOHJ_~ "') : ' Lc., OWNER CONTRACTOR : VON CONST. A1D DEVEL INC /7ic. NNO *** Fees Required .*'* 7J /olleted & Credits ---------------------------------------------------------------------\ - Fees: 0 Adjustmnts: /80v . al . Total Fees: 83O/ . 'V/7tal Padts \ . 273.0.0 561 . 00 • Fee desóriPtionj Ext fee Data Building Permit . 455.00 Plan Check •J 296.00 Strong Motion Fee * BUILDING TOTAL / 755,.00. Enter"Y' for Plumbing Issue Fee v'-T / / S .7:50.1 Each Plumbing Flxtur\e or,Tra' 2.50 12.50 - Each Building Sewer \ (( N > L) 140\>7 6/50 • 6.50 Gas Piping system N L_i00\\/ 2<50 250 * PLUMBING TOTAL /7 /7 o -. 29. 00. Enter '1 for Electric Issue Fee//) Q v' . . .5.00. 1 -Enter Y" for Remodel • > - 10.00 1 - -* ELECTRICAL TOTAL ($10 Minithuni- S • - • • • 15.00 Enter '1' for Mechanical Issue Fee> • - • 'S - 15.-.00-Y Install Furn/Ducts > . 1.00 9:00 • - 9.00 Each Install/Reloc Appliance Vent>. 1.00 .4.50 • 4.50 Each Hood/Fireplace - > 1.00 - 6.50 6.50 '* MECHANICAL TOTAL . . . . - '35.00 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE I A - 0 COMMERCIAL DREW DTENANT IMPROVEMENT B - 0 INDUSTRIAL DREW DTENANT IMPROVEMENT C - RESIDENTIAL C3 APARTMENT DCONDO DSINGLE FAMILY DWELLING ADDITION/ALTERATION DDUPLEX DDEMOLITION DRELOCATION [—]MOBILE HOME ELECTRICAL PLUMBING DMECHANICAI DPOOL []SPA DRETAININ , ,A1L [:]SOLAR DOTHER________________ LID, ..Z Z71 Z41 EST. VAL /& PLAN CE DEPOSIT 7.. VALID. BY DATE 8621 10/09/90 0001 01 02 C-F'FHT. 273..00 ' (,SAD Nearest Cross Streets 4=AN1.0I'4 LEGAL DESCRIPTION Lot N Subdivision Name/Number Unit No. Phase No. AS LCCLP, OCLW Ar 3UbaI,,w; 02 Energy Calcs 02 Structural Calcs 02 Soils Report Di Addressed Envelope ASSESSORS PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK v'-r OF EYt5r 1 AJC,- 00F_ A-D M; o oW~ BLDG. SO. FTG. 903 CONTACT PERSON NAME KARL S, '400 SeoJZs1E*J CITY SIGNATURE #OF STORIES ECo,J stO? ADDRESS S. CED.oS A. 300 STATE ZIP CODE DAY TELEPHONE Ict 3 - APPLICANT I 'ONTRACTOR DAGENT FOR CONTRACTOR DOWNER DAGENT FOR OWNER NAME $ IJ ADDRESS CoS .TE '300 CITY 'B'6/rC.t4. STATE ZIP CODE Q.Ojt DAY TELEPHONE 7cj3 PROPERTY OWNER DLESSEE OTENANT NAME 14 4 L &Q ZG& ADDRESS 00 EO(G,LO CITY 'PtO.LS,J- STATE C'A. ZIP CODE c1200G1 DAY TELEPHONE ,34I4 - CONTRACTOR NAME C. ADDRESS c ,C5GX>kC& AEiS S-- 300 CITY STATE CA. ZIP CODE 0a075 DAY TELEPHONE STATEJIC. #_V6[79 LICENSE CLASS - CITY BUSINESS LIC. # SIGNATUREC51eg4l'IJ TITLE PRE%,4T-DATE DESIGNER NAME Ofl'D tA ADDRESS 140 - 4ATEE5trrtk Sr€. 4(01 CITY STATE 4Ar ZIP CODE g 2t 0 3, DAY TELEPHONE 2LI -. .3 qF75 STATE LIC. # WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self - insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800. lab. C). INSURANCE COMPANY 167k TS '\j,I' POLICT NO. 2'$ EXPIRATION DATE It Al Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions 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.). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Cede: The Contractor's license law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: (Set. 7031.5 Business and Professions Cede: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Cede) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($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, 25533or 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 DNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school Site? DYES flNO IF ANY OF THE ANSWERS ARE YES; A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Cede). LENDER'S NAME ON E - LENDER'S ADDRESS 0¼i6J'. jpt.c_€:.v APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAT IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Cede shall expire by limitation and become null and void if the building or work authorized by such permit is not coeaoen;ed within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time aft r the work is c enced for a pen of 180 days (Section 303(d) Uniform Building Code). APPLICANT'S /7) DO%INER ONTRACTOR DRY PHONE APPROVED BY: -. WHITE: File YELLOW: Applicant PINK: Finance CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB901626 FOR 10/30/91 INSPECTOR AREA PY DESCRIPTION: 778 SF 2S ADD+213 DECK ' . PLANCK1 CB901626 TYPE: PAD JOB ADDRESS: 1010 FOXGLOVE'VIEW APPLICANT: VON SENDEN, KARL CONTRACTOR: VON CONST. AND DEVEL INC OWNER: NYLANDER, JOHN REMARKS: MH/CARL/AM PLEASE SPECIAL INSTRUCT: TOTAL TIME:' --RELATED PERMITS--. PERMIT# TYPE CB891700 PAD OCCGRP CONSTR. TYPE' VN STR: FL: STE: PHONE: 619--793-2615 PHONE: PHONE:- INSPECT OR STATUS EXPIRED CD LVL DESCRIPTION ' ,.ACT COMMENTS ST Fiflal Structural ,,,,,19 60 ,(15 29 PL Final Plumbing 39 EL'Final Electrical A r4AVLF1' 49 ME Final Mechanical HISTORY ***** ***** INSPECTION DATE DESCRIPTION ' ACT INSP COMMENTS 082691 Interior Lath/Drywall AP PY UPSTAIRS ONLY 082091 ' Insulation . , AP PY .' ( 082091 Exterior Lath/Drywall AP PY ' 080791 Gas/Test/Repairs AP PY ' 080291 Frame/Steel/Bolting/Welding AP PY 080291 Rough Electric . ' AP py . 080291 Shear Panels/HD's AP PY ' 080291 Roof/Reroof '. AP PY 073191 ' Frame/Steel/Bolting/Welding NR PY 073191 Rough/Topout ' NR PY 073191 ROugh Electric , NR PY 062891 Frame/Steel/Bolting/Welding AP PY SHEATHING UPSTAIRS SUB-FLOOR 062891 Rough/Topout AP PY 062691 Rough/Topout "NR PY ND TO BACKFILL SEWER LN 062191 ' Gas/Test/Repairs , AP PY 060791 Ftg/Foundation/Piers AP PY 060391 Frame/Steel/Bolting/Welding CO PY ' City of Carlsbad •----- 2075 Las Palmas Drive, Carlsbad, California 92009 INSPECTION RECORD DO NOT REMOVE APPROVED PLANS MUST BE KE " ON THE JOB CALL FOR BUILDING INSPECTION AT (619)4.383101_... -. -. CALL FOR ENGINEERING INSPECTION AT (619) 438-3891 I JOB ADDRESS:. OWNERS NAME:__._____ USE ZONE DATE PERMIT NO. -. CONTRACTOR LTTIL- BUILDING PLBG. ELECTRICAL L1L MECHACAL SEWER Vj oO( APPROVED TO COVER CL f srQN) c!- - c6qc evc GALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE BUILDING DEPT. - 438.3101 IOfJ'i( FIRE DEPT. 931-2121 PLANNINGDEPT.438-1161 ENGINEERINGDEPT.438-3634 BLDGINSPECTORS _43355Q 7 - UTIL. & MAINT. .138-0218 WATER 01ST.438-2722 . 9O . - SEE BACK FOR SPECIAL N ES TYPE DATE INSPECTOR . NOTES BUILDING __ FOUNDATION REINFORCED STEEL MASONRY -- GUNITE OR GROUT SUB FRAME FLOOR CEILING . SHEATHING .-ROOF C' SHEAR . ______'t..c.--------- FRAME . NSULATION EXTERIORLATH INTERIOR LATH & DRYWALL FINAL ro ,h, PLUMBING / D SEWER AND BUCO DPL/CO UNDERGROUND 0 WASTE 0 WATER TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST WATER HEATER 0 SOLAR WATER FINAL _________ ELECTRICAL D. ELECTRIC UNDERGROUND I1UFER 4. ROUGH ELECTRIC 3VA3V 0 ELECTRIC SERVICE 0 TEMPORARY C3 BONDING 0 POOL FINAL - I i° /ig624e— MECHANICAL DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS . . VENTILATING_SYTMS FINAL. BARRY AND ASSOCIATES GEO TECHNICAL ENGINEERING P.O. Box 348 Encinitas, CA 92023-0348 (619) 753-9940 April 12, 1991 Mr. John Nylander 1010 Foxglove View Carlsbad, CA 92009 Subject: PLAN REVIEW Proposed Second Story Addition 1010 Foxglove View Carlsbad, California Reference: PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Second Story Addition 1010 Foxglove View Carlsbad, California Prepared by A.R. Barry and Associates Dated December 21, 1990 Dear Mr. Nylander, As requested, we have reviewed the plans prepared by Von Construction for the proposed addition. The plans incorporate the recommendations presented in the above referenced report. All of the applicable recommendations presented in our preliminary geotechnical. study should be implemented during the construction phase. Should any unforeseen geotechnical conditions be encountered during the construction phase, additional recommendations may be necessary at that time. If you have any questions, please do not hesitate to contact us at (619) 753-9940. This opportunity to be of service is appreciated. Respectfully submitted, A.R. BARRY AND ASSOCIATES Mark Burwell A. R. Barry, P.E. Geologist Principal Engineer -' . . .. ESG1LCORPOTION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: Q19 .JURISDICTION: PLAN CHECK NO: 90-((ø2(o SET:l1T PROJECT ADDRESS: Lc:tp 1oxok\ie PROJECT NAME: `4F ~,, Ac((4 APPLICANT [jPLAN CHECKER FILE COPY nu s ,-...DESIGNER fl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes.. The plans transmitted herewith will substantially comply LU with the jurisdiction's building codes when minor deficien- cies identified ceYfk1ck be.tpvi are resolved and checked by building department staff. fl. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. E. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The 'applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. El The applicant'.s copy of the check list has been sent to: Esgil staff did not adise the.applicant contact person that plan check has been completed. EJ Esgil staff did advise applicant that.the plan check has been completed. Person contacted:_______________________ Date contactd':9. Telephone # REMARKS' :'y\.ç, Lwyn (Ivv, dcin cs -\hWk/ 'Cntt IZX+S 4fle I' ..1 I I: -' ._i I - .l QMW ESGIL CORPORATION EIGA EIAA EIRN 'EIDM Date contacted: T1tohcn By : I Enclosures: ESGIL CORORATION2/1g El GA .EAA' 'ERN DM SGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 206. SAN DIEGO, CA 92123 (619)560.1468 ~CHECKER fl FILE' COPY. PLAN CHECK NO: . 90 f:(o2(, SET: JI flUPS flDESIGNER PROJECT ADDRESS:tOt.O ... . C] PROJECT NAME: fl The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. E 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. The .plans transmitted •herewith have significant deficiencies identified on the enclOsed check list and should be corrected .an'd resubmitted for a complete recheck. The, check list transmitted her is for your information. The plans are being held at Esgil Corp. until corrected plans are. submitted for recheck. The -applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant 'contact person. DATE: 2 JURISDICTION: The applicant's copy of the check list, has been sent to.: Ear ls e_)rl deyl Zl r)Q A1 . QL Esgil staff did not advise the applicant contact .person tha plan check has been completed. [1 Esgil staff advise applicant that the pin check has been completed. Persor contacted: , t PLANS i71 Please make all corrections on the original \'tracings and submit two new sets of'priints, and 'eny original plan sets that may )ave been returned to you by the jurisdiction, td: Esgil Corporation, 9320 Chesapeake Drive, Suite 0208, San Diego, California 92123, f (619) 560-1468. a lease make all corrections on theloriginal racings and submit two new sets of prints, nd,any original plan sets that may have been. eturned to you by the jurisdiction, t6: The jurisdiction's building department. Indicate on the Title Sheet of thp plans, the name of the 4€ga4— person responsible for the preparation of the 1 plans. Section 302(a)7. All sheets of plans. must be signed by the person responsible for their preparation. (California Business and Professions Cbde). 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. i Specify' expiration date of license. (California l\Business and Professions Code). Tt+E. cJQEC..T ((p6 JJ\ Sec if y -on-thG-4-e--Sheet.--of---the---p-)ans—the gross floor area of each element J of this project inc1u.ig ii1ing, garage,, carport, patio, deck and balcony. Section 302(d). 7. Provide a statement on the Title Sheet of the ' plans that this project shall comply with Title 24 and 1988 UBC, UMC and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to 7' scale showing location, size, and use of all existing and proposed structures on the lot. Identify property 'lines and show let dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of 'adjacent- finis) grade. Show drainage patterns with ainimxn slopes. 'Section 302(d). Indicate distance from property lines to. proposed building. Section 302(d). 'Show on the title sheet all structures, pools; 7 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 7 or a story, based on the definitions in Sections 103 and 620. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. - On the cover sheet of the plans, specify any / items requiring special inspection, by way of I the following: REQUIRED SPECIAL INSTRUCTIONS In ,addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 306 of the Uniform Building Code. ITEM REQ. IF . REMARKS CHECKED SOILS COMPLIANCE PRIOR TO FOUNDATION INS?. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED ETRE PROTECTION Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. /3. cs LL 77 )J . . Dd H 11/89 ' . 1 ' . . 2 Exterior walls closer than 3 feet to a property / line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. Section 1709. Projections, including eaves, may not extend / more than 12 inches into the 3 foot setback from the property line. Section 1710. Eaves over required windows shall be not less 7 than 30 inches from the side and rear property lines. Section 504. Plastic skylights shall not be installed within that portion of a roof located within 'a distance . to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the '31 setback area from the property N line. Section 1710. (' Show location of permanently wired smoke k etector: '.•.../ Centrally located in corridor or area giving access to sleeping rooms. 0n each story. In the basement. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height.24 inches or moreabove the ceiling height in the hallway. NOTE: Detectors shall sound an alarth. audible in all sleeping areas of the unit. Section 1210 O. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at exisjngedroos per item 19 above. Section 1210. GENERAL RJIREXXrS Habitable rooms, other than, kitchens, shall 7 contain at least 70 square feet. of floor area. At least one room shall have not less than 120 squaxe O feet of floor area. Section 1207 (b). Window area must be at least 1/10 of. the floor area and a minimum of 10 s e feet per Section' 1205 . o e de c UpiQ Ea 2 . Openable window area in habitable rooms must be 1/20 of the floor-area and a minimum of 5 , square feet. In bathrooms, laundry rooms and Y similar rooms 1/20 of area is required and *.nd inimum is 1.5 sq. ft. Section 1205(a). t least 1/2 of the common wall must be' open' have an opening not less than 25 sq. ft. or one tenth of 'the floor, area of the interior room if light and ventilation is being supplied'frorn an adjacent room. Section 1205 (a). L\uk '/&.ETD cA, )'. Required windows shall-not open into a roofed - / porch unless the ceiling height is at least 'I feet, the longer side is at least 6591. open, *and the porch abuts a street, yard or court. -bathrooms, Section 1205 (a). Provide mechanical ventilation capable of providing five air - changes per hour in water closet compartments, -laundry --roo.ns-and--.&itm-i4ax---*eoms.-- if required openablu windows are not provided. Section 1205 (c). / )1. Show discharge point for exhaust air to be at 7 least S .feet from any mechanical ventilating intake. 'Section 1205(c). Ductless fans cannot be used in bathrooms if a I tub or shower is present. Section 1205(c). No habitable room,-other than a kitchen, shall 7 be less than 71011 in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms / is a minimum of 7'6. cct.i :207 (a). Show ceiling height for laundry rooms, / hallways, corridors, and bathrooms is a minimum of VO". Section 1207 (a). 4yt Dimension on the plans the 30 clear width for 7 water closet compartments and 24" clearance.in f'\Vt\front of water closet. Section 511 (a). Specify safety glazing for glazing in \ hazardous locations such as glass doors, .gazimg-a4-jcent-tu-dce-and-glftTg--thjacent -to--wai'king-surfaces. Section 5406. Glazing, in the same wall plane as a door, 7 must be safety glazing if within 12" of the door and less than 50" above the walking surface, unless the . glazing is leaded or .(\faceted glass. Section 5406(d) 6. (Glazing in shower and tub' enclosures shill be tempered, laminated or approved plastic (including windows within 5 'feet of tub or shower floor) Section 5706 (d) 5. 444x ,0 204qj,1 1. Wt!JtYJJ 'D UP-iTh— ThAEA 2/12/90 , • ' • . ' 3 Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 1414 ' above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20t and the minimum openable height 21+". Section 1201,. , UPTht2.' Et P'•( y. Basements in dwelling units shall comly with 7 the above (even if . not designated as sleeping rooms). Section 1204. Walls and floors separating units' in a duplex 7, shall be of one-hour fire-resistive construction. Section 1202(b). - 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 7 mezzanine floor and is, by Uniform Building Code definition, ,a story. Section 1716. EXITS, STAIRWAYS, AND RAILINGS Floors above the second story shall have not lass than 2 exits. Exceptions: 1. 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. 2. Whsn the third floor within a unit does not -exceed 500 sq. ft., only one exit need be provided. Section 3303(a). Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, 6. Provide stairway and landing details. Section 3306 (b), (c) and (p). ye Maximum, rise is 7" and minimum run is 11". When the Stairs serves less than 10 I , occupants, or serves an unoccupied roof, Y ' '. rise may be '8" maximum and run 9" 'ininimuxn. headroom is 6'-8". , 1),i.-'- .tCC lit Minimum width is 36". /ii handrails per Section 3306 (j), shall 'tisfy the following: a< Provide handrail for stairways with 4 or more risers. X..t drail shall be 34" to 38" above the e.sing'of treads. e handgrip portion of handrail shall be less than 1 1/2", nor more'than 2" in oss-sectional dimension. Every stairway landing shall have a dimension, I measured in the direction of travel, at least equal to the stairway width. 'Such dimension need ,not exceed 36 inches. Section 3306 (g), 3304 (j). An interior door may open inward at the top 7 step of a stairway provided the top step is not more than 7 l/z' !cwer than the floor level. Section 3304 (1). 49 Provide details of winding stairway complying with Section 3306 (d): , and shall be capable of opening at least 90 ' a. degrees.. Section 3304 (f). (V +\trovide 36" 'high protective railing for balconies, and open sides of stair b. landings. Openings between, railings shal be, less than 6". Section 1711; C. 44. Show how' 'guardrail connection ' details are adequate to support 20 pounds'per lineal foot t-\ to th top_raiL.. Table 23-B. -e Ta Tô !.3AtL FWA'TUö To Rrre L 3T Ew-rE, To RE&&T &/$.f /-PLlED AT tOP 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. Minimum width is 36 inches.. 5/10/90 4 Provide spiral stairway details, per Section 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2'inches. Maximum clear opening between risers is 6 inches. C. Minimum headrooin,is 6 feet 6 inches 'd. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of' the supporting column to the inner edge of the handrail. Spiral stairways may not be used for required exits when the area served is greater than 400, sq. ft. Section 3306 (f). 52<' Provide I.C.B.0. Research Report and nimber for 7 metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note I that the stairway fabrication plans shall be submitted to and, approved by the building official prior to installation. Exterior stairways shall not project into the 3 7 foot setback from the property lines. Section 3306 (n). The walls and soffits of the 'enc1osd usable / space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). / .755. Within units, show that corridors have a / minimum width of 36 inches. Section 3305 (b). ROOFING /56. Specify roof slope. . Roof slope, is not adequate for 'roof type i' specified. Table 32-B,C,D and E. Specify roof material and application. Chapter 32. Specify I.CB.0. or U.L. approval number for roof materials not covered in U.BC., 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 (f). 61. on 3207. IT PPQ T*rT UTEQ OJ 6)'? Provide skylight , details .to show compliance with Sections 3401 and 5207 or provide I.C.B.0. approval number. Plastic skylights must be separated from each / other by at 'least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 7 . 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 ( attached to wood in 'Seismic Zones 3 and 4, comply with Section 3006 (d)1 and Section 2515 (a). Show ties and #9wire in horizontal. ,joints. Show height and construction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. Show a minimum, 9." 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 common to the dwelling. Table 5-B, Section 503 (d). A1l 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 openings between garage and dwelling. Section 503 (d). . Garages are not permitted to open into a room used for sleeping purposes. Section. 1104. ?OTS Im CwJ ko eE ex xset toa,o O2 Tt*€y Uusr I I q" V1'pX QyLi1U QuZ1t uim SteT — pffelpygo 7A An occupancy separation is not réquied between / carport and residence, provided the carport is / open on two or more 'sides and has no enclosed uses above. Section 503 (a) Exceptin 3. Show garage framing sections, size of header 7 over garage opening, lateral crossbracing at plate line, method bracing garage front and holddowflS 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). J'7< Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UNC Section 508, UPC Section 1310 (a). *c FOUNDATION RIX)UIiXENTS Si)' (VN (J7 \ex..soLls report, note on the plan the soils &.... c1assification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). PcDUC/ 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:_________________________________ D Provide notes on the foundation plan listing the soils report recommendation for uilding fop pad preparation. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been ieviewed and that ' it has been determined that the recommendations in the soils ireport are properly incorporated into the construction documents (.-required by the soil report). 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 comply with the intent of the soils report". Show height of all foundation walls. Chapter 23. Show height of retained earth on all 7 foundation walls. Chapter 23. 8~ If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimum above finish grade.' Section 2907 (a). Note on plans that surface' water will drain 7 away from building and show drainage pattern and key elevations. Section 2905 (f). / /88. Dimension foundation per U.B.C. Table 29A: Floors ' Footing Supported Stenr.all Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8" Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. . Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. / 90. Show foundation bolt size and spacing. Section 2907 (f). .91. 'Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end' distances and spacing. Section 302 (d). Pk$) .CLa AfLL/ b EATS U) Lac.e- fl4 U iJt tML oi, g+EET 4 4PPL ON t1E7 I 2/ C6If required , an oca ion of hold down anchors on foundation plan. Section 302 (d). G If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. /Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). /6. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (.c) 2,; Show 'pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 13" x 24". Section 2516 (c). Show minimum underflo& ventilation equal to 1 7 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. Show wall bracing. Every exterior wood stud 7 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 (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 Section 2517(g)3, Table 25-V. Adesign. te cross bridging or blocking. Floor joists d,rafters 12" or more in depth shall be pported laterally by bridging at intervals not exceeding 8 feet', 'unless both edges are held inline. Sec. '2506 (h)', 2517 (d) 6. Show blocking at ends and at supports of floor 1' joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. /4- 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. l 5.9 ' Show rafter ties. Rafter ties shall be spaced '7 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. 19g. Show rafter purlin braces to be not less than / 45 degrees to the horizontal. .4ection 2517 (h) 5. 2_. ((cJçiiow double top plate with minimum 48" lap 'puce. Section 2517 (g) 2. - 08 ow nailing will be in compliance with Table 2 -Q. Show or note fire stops at the following locations per Section' 2516 (f): In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and d. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, ,with noncombustible materials. 116 In duplexes, draft stops shall be provided in / floor-ceiling assemblies and attics in line with walls separating units and separating units from coon areas. ).11. Show stud size and spacing. Maximum allowable 7 'stud heights: Bearing wall: 2.x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 20'. Table 25-R-3. Studs supporting two floors, a roof and J& f ceiling-must be 3 x 4 or 2 x 6 at 16" o.c. ,\Table 25-R-3. te on A'.I.T.C. Certificate of Compliance for \'_ glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 2/12/90 ' 7 Detail all post-to-beam and post-to-footing 7 connections and reference the detail to the plan. Section 2516 (rn). 1 . Detail shear transfer connections, including ( roof and floor diaphragms, to shear walls. Section 2513. 1. . .1 116. Specify nail size and spacing for all shear k walls, flet &4i .Tnd Ica ' require blocking. Vaintáin maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4714 (d)]. I Provide truss details and truss calculations / forthis project. Specify truss identification numbers on the plans. 118. how 1/2" minimum clearance between top plate of interior partitions and bottom chord of 6. ..1, truses. kio ensure loading will be as designed). 1)4. Provide roof framing plan and floor framing plan. Section 302 (d). Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. .i2. P..c,vde calculations for main vertical and ..horizontal framing members and post footings. Section 302 (b). /..3. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). /4-"In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-I must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads.. Footnote 1.• •.. - S. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) Columns and posts located on concrete or 7 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 / project at least 8 inches above exposed ground unlessthe columns or posts which they support axe of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. yI. Show location of attic access with minimum .7 size 22",x 30". Section 3205. 9. Show draft separation for .atticareas between units in a duplex. . Section 2516 (f.). ( peci±y plywood L.zidJnr partic-1.e.-_--boa•rd 1 ickness-,-- grade and panel . identification - •, index. Table 25-S. / •PL )'31. When roof pitch is less than 3:12, design 7 ridge as abeam. Section 2517 (h). If foundation cripple wall's ' tuds are less than /2- . 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517(g) 4. /33. Cripple wall-studs exceeding 4 feet in height 7 . shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. 134. Sho1w 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. Detail truss layout for 30" x 30" attic 7 access, if required for equipment in the attic. ,X6. Ridges, hips, and valleys shall be at least / one size larger than. supported rafters. Section 2517 (h) 3. 7. In open beam construction, provide strap ties / across the beams at the ridge support. Section 2501 (b). All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. J 2 /12/90 - .• . . . 8 11 3 Show the size, location and type of all heatin) ELECTRICAL (NAflOAL.ELEmRTCAL CODE) and cooling appliances or systems. !/" .J-All wiring shall comply with the National Show source of combustion air to furnace, per Electrical Code. UMC. v Chapterter 6, ,, / Show on the plait the amperage of the 0-heating Every dwelling unit shall be provided with, /' electrical service, the location of the facilities capable Of maintaining a/ service panel and the location of any sub- room temperature, of 10 degrees F. at 3 fee panels. If service is over 200 amps, submit above the floor.in all habitable rooms. Show le line diagram, panel 'schedule and load e 4F :.{ of all electrical receptacles. rot be installed in any bedrm, fr\room or in a closet or confined space access only through such room unless-.. specified as direct vent appliance, enclosed furnace or electric heating appliance. tKS&ction 704 UMC. I.C.B.0. approval number7for prefab ireplace. Show height of chimney above roof per I.C.B.0. approval or Table 37-B.—/ Show access to the attic containing equipment to be minim= 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. Where equipment is installed in the attic, the distance from the attic access to such equipment shall not exceed 20 feet. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24-inches wide. Section 708 UMC. .J4'. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. Show details to comply with Section 709 for furnace under the 'floor, or Sectiort'ilO for roof or outside furnace. .49. Note on plan: Gas ve.nts and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. Provide dryer vent to outside. INC, Section 1903. 1/19/90 ' ; -- - 9 ctrical receptacle locations and/or spacing adequate in_____________________________ /4.. Show at least one convenience outlet other / than outlets for laundry, etc.,outdoors, in garages and basements. NEC, Art. 210-52. l)'Note convenience outlets in bathrooms, kitchen / counter top(s) within 6 feet of the kitchen I 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 / per NEC, Art. 250-81. PUI(BING (UriIF04 PLUMBING CODE) 15,/"Show water heater size, type and location on 7 plans. UPC, Section 1301. / I ä. Show 'source for providing combustion air to / fuel burning water heater. If' wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. 154W. Fuel combustion water heater shall not be / installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section ,.1309. 1fr6'. Provide adequate barrier to protect water ( heater from vehicle damage. An 1811 platform for the water heater does not satisfy this requirement. UPC, Section 1310. I 1 Show I and P valve on water heater and show / route of discharge line to exterior. / UPC, Section 1007'(e). ( that the glazing area exceed 16% of the area, plus glazing to the addition. Show that water heater is adequately braced to 173. For room additions, show resist seismic forces, when not connected by of the addition does not rigid pipe. Ul'IC Section 506(d). newly-conditioned floor removed or relocated due Provide fluorescent general lighting in /4. kitchen(s) per CAC, Title' 24, 2-5352(J). 71- /3. Show shower stall can accommodate a 30" circle and has a minimum floor' area of'1,024 sq. in. IIDI' OflO (.fl. Provide clothes washer hook-up for each unit. / Title. 24, Part 3. NOISE ThSU'Lfl0N (DUPLEX3) Show details of duplex common (party) walls and / floor/ceiling assemblies to achieve a Sound I Transmission Class (SIC)' rating in walls of 50 decibels and an Impact Insulation class (lic) rating on floor/ceiling of 50 decibels. Title 24. l6. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain . required sound /67. ransmission rating. Title 24. Provide insulation in walls and ceiling to achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 24. 168 Provide plans, calculations and worksheets to show. compliance with current energy standards.. 169. The regulations require a properly completed and properly signed Form CF-lR 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. .170. All energy items shown on the plans must be in agreement with the information shown on the properly, completed Form CF-1R. Dmandatory Specify on the building' plans all of the energy conservation requirements as listed on the enclosure titled,. "Mandatory Energy Conservation Reauirerients".'' 172. Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. CARLSBAD S.F.D. & DUIWC SUPPLfl(ENT (07. / Energy conservation design should be for Zone Floor drains must have auto-prime (city policy). 711 Note exhaust fans cannot be ductless type (city policy). y1'. New residential units must be pre-pluxnbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and d.irectly below the most south facing roof (City Ordinance No. 8093). Note "two 314" 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). 1. Incorporate the,waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show on the Title Sheet, on the plans, the / information required by the attached 4.additions evelopmental Services Sheet 112383. 11 new residential buildings, including , require a soils report. Please ubmit two copies. Exception: If a room addition is limited to one story and 1000 sq. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stamp on the plans. 'Heavy timber framing, minimum 6" x 1Ot beams .7 and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). 2/26/90 . ' . 10 All structures require a Class B roof covering, 7 except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. 'City Ordinance 9792 requires two parking 7 spaces/unit with clear area of i.e. no washing machines, etc. Show compliance. 11 chimneys attached to any appliance or place that burns solid fuel shall be equipped -with an approved spark arrester. The L.-tnet free area of the spark arrester-shall be not less than four times the net free ara of the outlet of the chimney. ..The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than 1/2-inch and shall not block the passage of spheres having a diameter of less than 3/8-inch. Enclosures: MISCELLANEOUS (( ff 188 Please see additional corrections, or remark& on the following page. . i 159 To speed up the recheck process, note on this ist (or a copy) where each correction item has d en addressed, i.e., plan sheet, note or tail number, calculation page, etc. ease indicate here if any changes have been .. de to the plans that are not a result of /o-; :corrections from this list. If there are other changes, please briefly describe them and where. - they are located in the plans. I I qA1 ,-4 -L L Have changes been made to the plans not resulting from this correction list? Please check. Yes No The City of Carlsbad has contracted with Esgil Corporation located at .9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619/560-1468, to perform the plan check for your project. If you have any questions regarding these p check items, please c ntact_________________ _c.— at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr.,. telephone 619/438-1161. Thank you. 2/16/90 11 Certificate of Compliance: Residential (Page 1 of 2) CF-1R Date Projcct Addresi - Building Pcrmii N ntztionAuthor Telephone &cdByLD*ic liLnce Methcd (Pic.k-'gc. Point Syttc orCcrnputcr) Climate Zone Eriforccjncnt Agency the Only — GENERAL INFORMATION. Total Conditioned Floor Area: ft2 BuildingType: Single Family - Hotel/Motel (check one or more) Multi-Family (less than 4 stories) Addition Multi-Family (4 or more stories) •, Existing-Plus-Addition Front Entry Orientation: North! East/South/West/All Orientations (circle one ormoc) Number of Dwelling Units:. Floor ConsiructionType: Slab/Raised Floor (circle one or both) Infiltration Control: Standard/Tight (circle one) BUILDING SHELL INSULATION T Component Insulation LocationjCdmrnerns Type R-Value (attic, to garage, typical, etc.) Wall .............. Wafl .............. Roof ............. Roof ..... . ....... .______ Floor ............. Floor ........... Slab Edge GLAZING Glazing Area Orientation •. (st) GlassType (single, double) Shading Devices Interior Exterior Overhang FramingType (joHer blind. etc.) (shadescreen. etc.) (yes/no) (metal/wood) - Front .( Front.... Left...... Rear..... Rear ..... Right.... ( Right....() Skylight ....... Skylight ....... THERMAL MASS Type/Covering Ama Thickness (slabIcxxsed. tile. etc.) (s - (inches) Location/DescriptiOn('titchen.. bath. etc.) ; Certificate of Compliance: Residential (Page 2 of 2) CF-1R r'roJcclTltle Date HYAC SYSTEMS Minimum Duct Type (furnace. air Efficiency Location Duct Output Manufacturcr /Model # conditioner. heat pump) (SE.SEER.HSPF) (auic.ctc.) •R-Va]ue (Btuh) :(orappro''cd equal) Maximum Furnace Heating Output: Btuh - HOT WATER SYSTEMS Tank ManufacwrerfModel# System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply-with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article I of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate o compliance is submitted for a single building plan to be built in multiple orientations, all buildingconservation features which vary are indicated in the Special Features/Remarks section. Designer Building Owner Name: Name: Title/Firm: Tide/Firm: Address: Address: Telephone: Telephone: LicJ: (signature) (date) (signature) (date) Documentation Author Name: Title/Firm: Address: Telephone: Enforcement Agency Name: - Agcy: Telephone: (signature) (date) (signature or stamp) (date) Form Revised March 1998 All heating, ventilating, air.conditioning, and water heating equipoent shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Commission. A two stage thermostat, which controls the supplementary he-at on its second stage, shall be provided for-heat pumps. Thermostats shall be equipped with an automatic setback, which the building occupant can progran to automatically set back the thermostat twice in 214 hours. Equipment which requires preventive maintenance to maintain efficient operation shll be furnished with complete necessary maintenance information. All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances shall be equipped with an intermittent ignition device. All fan systems exhausting air to the outside shall be provided with backdraft dampers. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape- or mastic to prevent air loss and shall—be insulated to doafono to the provisions of Section 1005 of the UC, 1982 Edition. A vapor barrier is required in clinate zone 1, 114, and 16. - All manufactured windowsand sliding glass doors shall meet the 1972 ANSI air infiltration standards and shall be certified and labeled. All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. (U) Storage type water heaters and storage and backup tanks for solar systems shall be -externally wrapped with R-12 insulation or. greater. The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated with a minimum of R-3. Ste.am and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20711406(d). Laps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified.to the Energy Cormission. Masonry and factory-built fireplaces on exterior walls, shall be equipped with. tight-fitting close-able metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air fom the outside of the building; and a tight fitting flue damper with a readily accessible - control. Insulation used shall comply with California Quality Standards. The insulation, installer shall post. a signed certificate. .. Section. 276.. Insulation Certificate- (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title 24, Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter 14, Article 3. The certificate shall state the manijfacturer's.rtaioe and material identification, the installed "R" value, and (in applications of loose-fill insulation) the minimum-installed weight per square foot consistent with the manufacturer's labeled density for the desired "Ri' value. For infiltration control all openings and penetrations must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. Form En-i 3/5/86 / ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-14-68 DATE: - JURISDICTION: CARLSBAD PLAN CHECK NO: 9_ SET: I PROJECT ADDRESS:jIc FoxnIcj'je.. PROJECT NAME: ]FILE COPY' jups * jDESIGNER Lj The plans transmitted herewith have been ..corrected where necessary and substantially comely 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. 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. t The plans are being held at Esgil Corp. until corrected - plans are submitted for recheck. fl The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. E 1 The applicant's copy of the check list has been sent to o -c I V - Aje &k.o Esgil staff did not advise the applicant contact person that plan check has been completed. fl Esgil staff did'advise applicant that the plan check has been completed. Person contacted: - Date contacted: Telephone #________________ REMARKS: • Enclosures: ESGIL CORPORATION 96 11 GA [] p D RN 0DM • • PLAN Q1XINO: 90(2( JURISDICTION: CITY OFCARLSBAD K 2V Cec\ccAie,k?co 3 _c2 L b CLC___ec 9 207S ENcWSUR:___________________ PROJECT ADDRESS: (3O Foxioi FLOOR AREA: 7Th STORIES: Two PLAN CORRECTION IF II UI., UI II CITY •4.'II SINGLE FAMILY AND DUPLEX DWEIIMIGS Date plans received by jurisdiction: Date plans received .by Esgil Corporation: i0)(J9O Date initial plan check completed: 90 By: ck i Applicant contact person: 'Cl Vc c-ke Telephone: 79.Y Q(5 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 handc d. The plan check is based on egulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Departmenty Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1987 NEC (eff. 10/28/87) 1988 UMC (eff. 1/1/90) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed -need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To smeed uD the recheck Drocess. note on this list (or a copy) where each correction item has been addressed i.e., plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NOTE: PAGE NUMBS ARE NOT IN SUf(IE AS PAGES HAVING NO ITF4S NEEDING (X)RRECTIONS WE DELETED. List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC) PLANS 1. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 1/208, 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. 3. Indicate on the Title Sheet of the plans, the name of the person responsible for the preparation of the plans. Section 302(a)7. G 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). Tt+a QECT Specify gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(d). Provide a statement on the Title Sheet ot the ' plans that this project shall comply with Title 24 and 1988 UBC, UNC and UPC and 1987 NEC. Submit fully . dimensioned plot plan drawn to ,7 scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent; finish grade. Show drainage patterns with minimum slopes. Section 302(d). Indicate distance from property lines to proposed building. Section 302(d). Show on the title sheet all structures, pools, 7 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." 4. Clearly show if the lower level is a basement 7 or a story, based on the definitions in Sections 1+03 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. On the cover sheet of the plans; specify any 7 items requiring special inspection, by way of the following: REQUIRED SPECIAL INSTRUCTIONS In addition to the regular inspections, the following checked items will also require rSpecial Inspection in accordance with Sec 306 of the Uniform Building Code. ITEM REQ. IF REMARKS CHECKED SOILS COMPLIANCE PRIOR TO FOUNDATION INS?. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER FIRE PROTECTION 3. Exterior walls closer than 3 feet to property / lines shall be one-hour rated construction and ( have no openings. Table 5-A. ~)o L) uue 12/11/89 2 Exterior walls closer than 3 feet to a property line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. Section 1709. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Section 1710. Eaves over required windows shall be not less / than 30 inches from the side and rear property lines. Section 504. Plastic skylights shall not be installed within / that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. 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). UQST4S EI:, At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). Projections, including eaves, shall be on- 26. Provide mechanical ventilation capable of / hour fire-resistive, construction, heavy timber providing five air changes per hour in or of noncombustible material if they project -ba-threoms, water closet compartments, 4aund-ry into the 3' setback area from the property if required openable line. Section 1710. windows are not provided. Section 1205 (c). 19. Show location of permanently wired smoke detector: , Centrally located in corridor or area giving access to sleeping rooms. b. On each story. In the basement. d. When sleeping rooms are upstairs, at the upper level in close 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 the unit. Section 1210 S When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 19 above. Section 1210. GENERAL RESIDENTIAL RFXJIRE1ENTS Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). 22. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in UpQ-S BEi Show discharge point for exhaust air to be at least 5 feet from any mechanical ventilating intake. Section 1205(c). Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(c). No habitable room, other than a kitchen, shall / be less than 710" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 7'6". Section 12,07 (a). Show ceiling height for laundry rooms, / hallways, corridors, and bathrooms is a minimum of 71 0". Section 1207 (a). yt ' Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). 33. Specify safety glazing for glazing in hazardous locations such as glass doors, .glazing-a4eeiit-tdoers-end-gtarrg--ajacent -e-wa1*ingsi.xrfaces Section 5406. FEiCk4- Glazing, in the same wall plane as a door, 7 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. 35. 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. wwtcw Ui1 -rub AREA 2/12/90 . 3 * •S 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 he*ht 24". Section 12014. i UPSTh gM )'. Basements in dwelling units shall comly'with 7 the above (even if not designated as sleeping rooms). Section 1204. Walls and floors separating units in a duplex 7 shall be of - one-hour fire-resistive construction. Section 1202(b). 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. Provide stairway and landing details. Section - 3306(b), (c) and (p). a. 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" in in mum. (Ti) Minimum headroom is 61 -811. Minimum width is 36". All handrails 'per Section 3306 Ci), shall satisfy the following: Provide handrail for stairways with 4 or more risers. Ob'. Handrail shill be 34" to 38" above the nosing of treads. c. The handgrip portion of handrail shall be not less than 1 1/2", nor more than 2" in cross-sectional dimension. /7'. Every stairway landing shall have a dimension, measured inthe direction of travel, at least equal to the stairway width. Such dimension need not-exceed 36 inches. Section. 3306 (g), 3304 (.j). - . The loft you show does not comply as a mezzanine.floor and is, by Uniform Building Code definition, a story. Section 1716. FXITS, STAflJAYS,' AND RAILINGS Floors above the second story shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas j are less than 500 square feet and located no . An-interior door may open inward at the top higher than immediately above the second story. 7 step of a stairway provided the top step is 2. When the third floor within a unit does not not more than 7 1/2" lower than the floor -exceed 500 sq. ft., only one exit need be level. Section 3304 (i). - provided. Section 3303(a). 91, Provide details of winding stairway complying f. Required exit doorways shall be not less than with Section 3306 (d): / 36"-in width and not less than 6'8" in height, and shall be capable of opening at least 90 a. Minimum tread is 6 inches at any point degrees. Section 3304 (f). and minimum 9 inches at a point 12 inches from where the treads are narrowest. Provide 36" high protective railing for - porches, balconies, and open sides of stair b landings. Openings between, railings shall be less than 6". Section 1711. cQ_(F'( ft-c: _ c 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. Maximum rise is 8 inches. Minimum width is 36 inches. - 5/10/90 Provide spiral stairway details, per Section 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. C. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number for 7 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. Exterior stairways shall not project into the 3 7 foot setback from the property lines. Section 3306 (n). 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). / 5- Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOFING Specify roof slope. Roof slope is not adequate for roof type 7 specified. Table 32-B,C,D and E. Specify roof material and application. Chapter ' 32. 62/ 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 7 other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). MASONRY Provide fireplace construction details or note / construction to be per attached fireplace ( standard drawing.- Chapter 37. Show anchored veneer support and connections ( attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal. joints. /7. Show height and construction details of all / masonry walls. Chapter 24. 6/ 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. - Show a minimum 2" air spare 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 common to the dwelling. Table 5-B, Section 503 (d). All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) 4'. Specify I.C.B.O. or roof materials not tile, etc. Section U.L. approval number for covered in U.B.C., e.g., 107. 7 Show 1 openings.between 503 (d). 3/8" solid core self-closing door for garage and dwelling. Section Specify minimum 1/4 for drainage or design water. Section 3207 inch (a) per foot roof -slope to support accumulated and Section 2305 (f). 7 Garages used for are not permitted to open into a room sleeping purposes. Section 1104. - CJ(.. 61. Show-ef drains and overflows. Section 3207. - - 12/11/89 5 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 7 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. 71 Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (i). Provide an 18" raised platform for any FAU, 7 water heater, or other • device in the garage which may generate a flame or spark. IJMC Section 508, UPC Section 1310 (a). FOUNDATION REQUIREMENTS 78. 2er-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). (2_.T/ PoucV 7 ' 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:__________________________________ 80. 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 7 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 engineer recommended that he/she 7 review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations comply with the intent of the soils report". Show height of all foundation walls. Chapter 23. )31( Show height of retained earth on all 7 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. Note on plans that wood shall be 6" minimum f above finish grade. Section 2907 (a). Note on plans that surface water will drain 7 away from building and show drainage pattern and key elevations. Section 2905 (f). / /88. Dimension foundation per IJ.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" 1. Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. Show foundation sills to be pressure treated, / or equal. Section 2516 (c) 3. /. 90. Show foundation bolt size and spacing. Section 2907 (f). . // 1. Specify size, I.C.B.O. number and manufacturer 7. of power driven pins. Show edge and end distances and spacing. Section 302 (d). 2 /13/90 ,., • 6 If required, show size, imbedinent and location of hold down anchors on foundation plan. Section 302 (d). If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. 9l( Show adequate footings under all bearing walls 7 and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes 7 steeper than 1:10. Section 2907 (c). Show minimum 18" clearance from grade to bottom /6. of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into 1 undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24'. 7 Section 2516(c). ,41 Show minimum underfloor ventilation equal to 1 7 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. FRAKISG Show wall bracing. Every exterior wood stud 7 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. )l. In 2-story buildings, shear panels at the first / story (at least 48 inches in width) shall be located at each end or as near thereto as 'possible and comprise-at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V. e2-Nte 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. ]/. Show blocking at ends and at supports of floor / joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. Bearing partitions, perpendicular to 'joists, /4. 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) 4. l9 Show rafter purlin braces to be not less than / 45 degrees to the horizontal. Section 2517 (h) 5. 107. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. S Show nailing will be incompliance with Table 25-Q. 19 Show or note fire stops at the following 7 locations per Section 2516 (f): In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and d. In Openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling 'and floor levels, with noncombustible materials. 1)61 In duplexes, draft stops shall be' provided in 7 floor-ceiling assemblies and attics in line with walls separating units and separating units from common areas. Show stud size and spacing. Maximum allowable 7 stud heights: Bearing wall: 2 x4 and 2 x 6 max. 101 ; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 20'. Table 25-R-3. JX( 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. D-glued Note on A.I.T.C. Certificate of Compliance for laminated wood members shall be given to the building inspector prior to installation. Section 2505. 2/12/90 ' 7 Detail all post-to-beam and post-to-footing 7 connetions and reference the detail to the plan. Section 2516 (in). 1 . Detail shear transfer connections, including 7 roof and floor diaphragms, to shear walls. Section 2513. 116. 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 /7 for this project. Specify truss identification numbers on the plans. Sof Show 1/2" minimum clearance between top plate interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Provide roof framing plan and floor framing ,7 plan. Section 302 (d). Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations, for main vertical and horizontal framing , members and post footings. Section 302 (b). / / 3- Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). 4- In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-I must be reduced 50 percent when considering earthquake loads. This. does ' not apply to wind loads. Footnote 1.' y{s. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) Columns and posts located on concrete or /6. 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 Lesistance to decay or treated wood is used.. Section 2516 (c) 4. Individual concrete or masonry piers shall 7 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. X7 Show location of attic access with minimum . . size 22" x 30". Section 3205. Show draft separation, for attic areas between / units in a duplex. 'Section 2516 (f). 130 Specify plywood nndJrr paatic-ie----bea-d —thicknes&-- grade and panel identification index. Table 25-S. )4. When roof pitch is less than 3:12, design 7 ' ridge as a beam. Section 2517 (h). /2. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. )3. Cripple wall studs exceeding 4 feet in height / shall be 3 inch by t inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Sother Show plywood sheathing over exposed eaves, or 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. Detail truss layout for 30" x 30" attic ,7 access, if required for equipment in the attic. ,6. Ridges, hips, and valleys shall be at least 7. one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties / across the beams at the ridge support. Section 2501 (b). All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 2/12/90 - ' ' . 8 9 Show the size, location and type of all heating .J and cooling appliances or systems. 34'. Show source of combustion air to furnace, per Chapter 6, tfllC. T')Every dwelling unit shall be provided with Jheating 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. 1212. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. -:L-2)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 Uu1C. 43 'Show I.C.B.O. approval number for prefab -..ifireplace. Show height of chimney above roof per I.C.B.0. approval or Table 37-B. Show access to the attic containing equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UFiC. Where equipment is installed in the attic, the distance from the attic access to such equipment shall not exceed 20 feet. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UFIC. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 INC. 4. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Note on plan: Gas vents and no piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. USC, Section 1706 (a) 6. 15/. Provide dryer vent to outside. UFIC, Section 7 1903. ELECIRICAL (NATIONAL ELECIRICAL (X)OE) 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. Show location of all electrical receptacles. X Electrical receptacle locations and/or spacing is not adequate in /4. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrooms, kitchen / counter top(s) within 6 feet of the kitchen I 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 /6. per NEC, Art. 250-81. 15 /'Show water heater size, type and location on 7 plans. UPC, Section 1301. lA. Show source for providing combustion air to / fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. Fuel combustion water heater shall not be ( installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section /1309. 1)6. 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. I 4 Show I and P valve on water heater and show / route of discharge line to exterior. / UPC, Section 1007 (e). 1/19/90 9 i4. Show that water heater is adequately braced to ( resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). j3. Show shower stall can accommodate a 30" circle ( and has a minimum floor area of 1,021+ sq. in. UPC 909 (d). Provide clothes washer hook-up 'for each unit. I' Title 24, Part 3. NOISE INSULATION (DUPLEKES) - l/ Show details of duplex common (party) walls and / floor/ceiling assemblies to achieve a Sound ( Transmission Class (STC)' rating in wal}sof 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. li. Show how penetrations of assemblies for piping, / electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound /67'. transmission rating. Title 24. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 24. ENERGY CONSERVATION 168. Provide plans, calculations and worksheets to show compliance with current energy standards. S 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. 170. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. Smandatory Specify on the building plans all of the energy conservation requirements as listed on the enclosure titled,.. "Mandatory Energy Conservation Requirements".` 172. Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. S For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. Provide fluorescent general lighting in /4. kitchen(s) per CAC, Title 24, 2-5352(J). CARLSBAD S.F.D. & DUPLEX SUPPL1EP G 7. Energy conservation design should be for Zone Floor 'drains must have auto-prime (city policy). i,iI'. Note exhaust fans cannot be ductless type (city policy). / 8- New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south. facing roof (City' Ordinance No. 8093).. Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). 0. 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). 41, Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade., at the masonry wall(s). Show on the Title Sheet "on the plans, the 7 information required by the attached Developmental Services Sheet 112383. 183. All new residential buildings, including additions, require a soils report. Please submit two copies. Exception: If a room addition is limited to one story and 1000 sq. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice. stamp on the plans. Heavy timber framing, minimum 6" x 10" beams ./ and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between,the garage and living area above, is acceptable if shown on the plans. (city policy). 2/26/90 10 ]ft . All structures require a Class B roof covering,. Enclosures: / except room additions. If a room addition covers all of theexisting building (2nd story 1. addition), then the above exception doesn't apply. City Ordinance 9792 requires two parking / spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. All chimneys attached to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free ara of the outlet of the chimney. The spark arrester, screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than 1/2-inch and shall not block the passage of spheres having a diameter of less than 3/8-inch. MISCELLANEOUS Please see additional corrections, 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. S Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephône'number 619/560-1468, to perform the plan check for your project. If- you have any questions regarding these Mcheck Vems, please c ntact Ck - at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. ii CA.(-&A e hw CxSYL e I e. . rA C '—c \/ Vk ut % CMC\, C~- 9-4) -(-kc, p d+c Vr + e Ver- lffi Vj b-c&Vv cYL )te-o I + eec4l(Tyl i.s 2 /14/90 11 Certificate of Compliance: Residential (Page 1 of 2) CF-jR Project Tide Date Project Address Building Permit II Docurnentidon Author Telephone Oicckcd By/ Date plIance Method (Pcksge, Point Systc orCanputcr) Climate Zone Enfortancnt Agcncy Use Only GENERAL INFORMATION Total Conditioned Floor Area: fl? BuildingType: Single Family Hotel/Motel (check one or more) Multi-Family (less than 4 stories) Addition Multi-Family (4 or more stories) Existing-Plus-Addition Front Entry Orientation: North / East I South / West / All Orientations (circle one or more) Number of Dwelling Units: Floor Construction Type: Slab! Raised Floor (circle one or both) Infiltration Control: Standard/Tight (circle one) BUILDING SHELL INSULATION Component Insulation Location/Comments Type R-Value (attic, to garage, typical. etc.) Wall .............. .Wall .............. Roof ............. Roof ............. Floor ....... Floor .............. Slab Edge GLAZING: Shading Devices Glazing •. Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single, double) (roller blind, etc.) (shadescreen. etc.) (yes/no) (metaliwood) Front.... Front.... Left...... Left...... Rear..... Rear......() Right.... Right.... Skylight ....... Skylight ....... THERMAL MASS Type/Covering Area Thickness - (slabicxpose, We, etc.) (sf) (inches) Location/Description (kitchen, bath. etc.) DateJ9O Jurisdiction C1RLSBAD Preparedby: 0 Bldg. Dept. CM VALUATIONAND PLAN CHECKFEE o Esgil PLAN CHECK NO. 9O —(2 - BUILDING ADDRESS (Jo_Foo\oJ APPLICANT/CONTACT r(hSevke PHONE NO. 7932X015 BUILDING OCCUPANCY — DESICNER PHONE_____________ TYPE OF CONSTRUCTION- V-K CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 77 7_3O( 1,0 Air _Conditioning Commercial- Residential • I @ _______________________ Res. or Comm. Fire Sprinklers • Total Value I • _______ ____cS ________ B ui1dir Re r mit Fee. $ $_455'C) 0 Plan Check Fee $ . . $ 2.9..7S COMMENTS: SHEET OF . 12/87 BUILDING PLANCHECK ENGINEERING CHECKLIST DATE /0—/990 ITEM COMPLETE PLANCHECK NO 9 ITEM INCOMPLETE - • : ' NEEDS YOUR ACTION : 2 3 /010 fEGLOJE S N R X ITEM SELECTED . ID D C C C PROJECT ID fVyixrx. a4po)770) H H H. E E E LEGAL REQUIREMENTS C C .0 K K K Site Plan 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 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 3 Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance A No Discretionary approvals wererêquired. Project complies with all Engineering.Conditions' of Approval' for; Project No. 6 Project does not comply with the following Engineering Conditions of Approval for Project No Conditions complied., with by: ' . Date:' . '• Field Review 7.. Field review -completed..No issues raised 8. Field Review completed. The following issues or discrepancies with the site plan were found A Site lacks adequate public improvements B Existing drainage improvements not shown or in conflict with site plan C Site is served by overhead power lines D.. Grading is required to access site., create pad or provide • for ultimate street improvement.. 0 • ' " • ., ..' : FRM001O DH 08/29/89 E Site access visibility problems exist Provide onsite turnaroundor engineered solution to problem. F. Other:________________________________________________ Dedication Requirements 9 No dedication required 10 Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal ,descri ption together with an 8½" x 11" plat map and submit with a title report and the required processing fee. :Ali 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 11 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. 12. Public improvements required. This'. project requires . construction of public improvements pursuant -to Section:18.40 of the City Code. Please have a registered Civil Engineer' prepare appropriate improvement plans and submit. for separate.': ' plancheck. process through' the' Engineering Department.' Improvement plans must be approved, 'appropriate securities posted and fees paid prior to issuance of permit. The required " improvements are Improvement plans signed, Date: By FRM001O DH 08/29/89 13. Improvements are required. ConstructiOn of. the "public' 'improvements maybe deferred in -accordance with -Section 18.40, of the City Code.'Please submit a letter requesting deferral of the required improvements together with a recent title report on the'property and the appropriate processing'fèe'so we may prepare the necessary Future Improvement 'Agreement. The Future Improvement Agreement,must be signed, notarized and approved by the City prior to issuance of :a Building Permit Future Improvement Agreement completed, Date________________ By Grading Requirements 13a Inadequate information available on site plan to make a S 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) 14 No grading required as determined by the information provided on the site plan 15. Grading Permit required. A separate grad'ingplan 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 Ci:ty Inspector prior to issuance of Building Permits Grading Inspector sign off. Date Miscellaneous Permits 16 Right-of-Way Permit not required 17. Right-of-Way Permit required'. Aseparate. Right-of-WayPermit issued by the Engineering' Department. is required for the following 18 Sewer Permit is not required 19 Sewer Permit is required A Sewer Permit is required concurrent with Building Permit issuance The fee required is noted below in the fees section 20 Industrial Waste Permit is not required FRMOO1O.DH ' , ' ' S ' ' '' ' S , 08/29/89 21 Industrial Waste Permit is required Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval pr'iorto issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By Fees Required 22 Park-in-Lieu Fee Quadrant 3 Fee per -Unit: Total Fee 14/rn-23 Traffic Impact Fee Fee Per Unit Total Fee ?tQJ. N/P1 24 Bridge and Thoroughfare Fee Fee per Unit: Total Fee 25. Public Facilities Fee required N/rn- 26 Facilities Management Fee Zone: Fee 27. Sewer Fees Permit No. - EDU's _'fl6s Fee: 28 tl Sewer Lateral required REMARKS ENGINEERING AUTHORIZATION TO ISSUE PERMIT Date:-/"c2O FRM0010 DH 08/29/89 H.. r 65 11i!i PLANNING CHECKLIST Plan Check No / 26 Address I 0/0 love / Cc/;'PN //° 2? Planner 1>kI C t .. Phone 438-1161 (Name) Type' of Project and Use cddi' . Zone - I - Facilities Management Zone - V Legend •. V V Item Complete '. Item Incomplete - Needs' your. action5. 1, 2,3 Number.in circle indicates plancheck number where- deficiency was identified Ero 0,- EnvronmentaLRev1ew Required YES - NO -1PE 'DATE,OF COMPLETION: . V Compliánce with. conditions of approval? - If not, state conditions which require action. Conditions of Approval '6o Discretionary Action Required: YES - NO 1PE APPROVAL/RESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval Coastal: ',YES _DATE OF APPROVAL: .1 Jvs ° 1 V Compliance with conditions of approval? If not, state con itions'which require action. Conditions of 'Approval E?6b Landscape Plan Re4uired: YES ___ NO—" See attached submittal requirements for landscape plans Site Plan: Eli E 1. fully dimensioned drawn ,. ,Provide a site plan to scale. Show: North arrow, property lines,, easements, existing and .proposed structures, streets, existing street improvements, --tight-of-way width and dimensioned setbacks. 2 Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes:and!driveway.:' . . 3 . Provid&legaF description,. oLproperty' . [2{IE] E 4. Provide assessor's parcel.-number. .. . . Zoning:. . . 13/El El Setbacks: . FrOnt: Required / Shown 2 A. Int. Side: Required Shown 5 , Street Side: Required 7 Shown 5' Rear: Required /3. Y' Shown 2t] El Lot coverage: Required•• .. )X Shown g. Difl El . Height: Required 3 3 / Shown 41'. Parking: Spaces Required Shown Guest Spaces Required Shown go El Additional Comments AW (f/ Q 1 / OK TO ISSUE 2LJ I?'ck DATE C: Data Entry PLNCK.FRM State of California, George D.eukmejian, Governor California Coastal Commission 1333.Caxnino Del Rio S., Suite 125 San Diego, Ca 92108 (619) 297-9740 DATE: NAME: LOCATION: .OIO CP. 92009 . PROJECT: COY&JLLT io') Of Loa so . r. &,W fLW aoAfirsic RCO'\ pm0'\) TO E&srt t'J& DLE L& -&L-? Dr/crt-& E\ tJCf±. Thisis to certify that this location and/or proposed project has been reviewed by the staff on the San Diego Coast District Commission. A coastal development permit is n o t necessary because of the item(s) checked below.. Appropriate local permits may now b e obtained. . . . . . . . . The site is not located within the coastal permit area as adopted in the California Coastal Act of 1976 and effective January 1, 1977, and modified effective. January 1 , 1980. - The proposed development is included in Catagorical Exclusion No, . adopted by the California.Coastal Commission. The proposed development is judged to be repair or maintenance activity not ... resulting in an addition to or enlargement or expansion of the object of such ac ivities (Section 30610(d) of Coastal Act). The proposed development is an improvement to an existing single family residence (Section 30610(c) of the Coastal Act) and not located in the area between the sea and first coastal road or 300 feet (whichever is greater) (Section 13250(b) (4) of Administrative Regulations). The proposed development is an improvement to an existing single family residence and is located in the area between the sea and the first coastal road or 300 feet (whichever is greater) but is not a) an increase of 10% or more of internal fldor."ara, b) the constructióñ additional story, or c) a significant non-attached structure (Sections 30610(a) of Coastal Act and Section 13250(b). (4) of Administrative Regulations). ' The proposed development is an interior modification to, an existing use with no change in the.density'or intensity of use (Section 30106 of Coastal ACt). The proposed development is an' improvement to a structure other than a single family residence or public works facility and is not included in excluded catagories of development (Section 13253 of Administrative Regulations). The proposed development is the' rebuilding Of a structure, other than a public works facility, destroyed'by natural disaster. The replacement conforms to all of the requirements of Coastal 'Act Section 30610(g). , The proposed development is exempt under Section of the' Commission's "Interpretive Guideline on, Exclusions 'from.?ermit Requirements." Other: ' This certification is based on information provided by the; recipient of this letter. If, at a later date, this information is found to be incorrect, this letter will become invalid, and any development occuring must cease until a coastal devlopment permit is obtained. ' Very truly yours, • ' ' Charles Damm : ' , ' ' ' • ' ' ' • ' •• ' ' District Director ' ' ' • ' ' 'W~l ~ ~N L ~O/ ~ ~ 11 ,110 ,74 CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check DEVELOPMENT PROCESSING SERVICES DIVISION 4 - 2075 LAS PALMAS CARLSBAD, CA 92009 7 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL/1STRICT: Carlsbad Unified _J San Marcos Unified 801 Pine Avenue 270 West San Marcos Blvd. Carlsbad, CA 92009 (434•0610) San Marcos, CA 92069 (744-4776) V EncinitasUnion. Elementary . •..• San Dieguito Union High School 189 Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Proj ect Applicant APN Proj e c t Address J/ RESIDENTIAL . SQ.' FT of Jiving area Number of dwelling units 17 SQ. FT.of covered area SQ. FT. of garage V -. - - -. - • V 3COMMERCIAL/INDUSTRIAL:SQ.,FT.AREA Piepared By 4j 4) Date 7 V V V FEE CERTIFICATION (To be completed by the School District) V Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement V V Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) - Other Residential Fee Levied Comm/ ust Fee Levied: $ çV 2o Sch 00 District Official ___ based on sq.' ft.@ based on sq. ft.@ ' Title Date AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at $26 per square foot for commercial/industrial.