The URL can be used to link to this page

Home My WebLink About2748 WATERBURY WAY; ; CB921161; Permit.00 317.00 598.00 Ext fee ---------------- Data 487.00 317.00 7.00 811.00 20.00 Y 49.00 15.00 84.00 10.00 1 10.00 1 20.00 e: JJn\t 7.( 15. ,io 12/22/92 09:2.4 Page 1 of I Job Address: 2748 WATERBURY WY Permit Type: RESIDENTAL ADD/ALT Parcel No: 167-432-18-00 Valuation: 65,326 Construction Type: VN Occupancy Group: R3 Description: 734 SF 2S ADDITION. Permit No: CB921162. Project No: A9202369 Development No: Ref erence#: Suite: Lot#: 0.576 12/22/92 0001 01 C-FMT Status: Applied: Apr/Issue: Entered By: 619 729-4189 02 598-00 ISSUED 10/29/92 12/22/92 DC BUILDING PERMIT Appl/Ownr : STREETER, M. R. 3411 SANTA CLARA WAY CARLSBAD, CA 920- & Credits *** Fees Required Adjustments: .0 T 1 cQJ Total Fees: / 00 1a / Bala Fee description t c --- Building Permit ( / .. ...- Plan Check ( 0 Strong Motion Feet k * BUILDING TOTAL I Enter "Y" for Plumbing Is ;u Fe I Each, Plumbing Fixtke or Each iii ltii nrr Sewe * PLUMBING TOTAL 1952 INCORPORATED Enter "Y" for Electri Enter "Y" for Remodel * ELECTRICAL TOTAL goo MPPROVAL DATE /19 CLEARANCE CITY OF CARLSBAD - 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ... CL# ~[r Mrr APPLICATION City of Carlsbad Building Department 2075 Las Palms Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT 1YPE A - U Commercial U New Building U Tenant Improvement B -0 Industrial 0 New Building 0 Tenant Improvement C - 'esidential Cl Apartment a Condo &S1gle Family Dwelling lPition/AIteration 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical C] Plumbing 0 Mechanical 0 Pool 0 Spa 0 Retaining Wall C] Solar 0 Other__________ PROJECT INFORMATION PLAN CHECK NO. 9 C-)- ( / ~ / EST.VAL__________ PLAN CR DEPOSIT VALID. BY i>c— DATE -'-v- C-PRMT 317.00 FOR OFFICE USE ONLY t'uu' 0 2— ' 417115 0.20 d,? Nearest Cross Street lEnergy Caics Structural Calcs 02 Soils Report 1Addressed Envelope DESCRIPTION OF WORK SQ. FF. 7'j(/ # OF STORIES WN1At1 PERSON j10flIerent NAME dPhIcan ADDRESS 2e C AJ INL CITY EL C4AJ STATE ZIP CODE .2. 1 DAY TELEPHONE APPLICMIT lUJNIHAeIuR UAGENr FOR CONTRAC1UR U OWNER UA(IENf FOR OWNER NAME , /j,ØDRESS CITY 3q111 ZIP CODE 9J00e DAY TELEPHONE b. FiIUIT.itl I UWi2( NAME 7AJ'/ /ftLA ZI4)S ADDRESS W4'( CITY STATE C/"47— ZIP CODE .-OOJDAY TELEPHONE - U. '..AJII ifl1t'...iJft NAME ADDRESS 7cr/f frnJ77c-cJ-m?n &I STATE UC. # 4O/O9JCENSE CLASS CITY BUSINESS UC. # CITY (45,4,4-I) STATE ZIP CODE COIL. DAY TELEPHONE DESIGNER NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE STATE UC. # 7. WORKERS' WMPENSAI1ON Workers' Compensation Declaration: I hereby affirm that I have a certificate ot consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so a# to bome siibcttt)e Workers' Compensation Laws of California. SIGN1jI/ '1a7fliL1J1 DATE J L9 -)-- 92 uwner-ouiiuer ueciarauon: I nereoy arrirm maE I am exempt irom cne Loniractors License Law ror me ioiiowing reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). 0 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES 13 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES 0 N Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES ONO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS NET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. WNSJRUCUON LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS APPLICANT CERIlFICAllON I certify that 1 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 it) SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARlSBAD AGAINST AM I1ABllfl1ES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5,0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspend e or abandoned at anytime after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANVS 5174 DATE: JO - CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB921161 FOR 10/14/93 'DESCRIPTION: 734 SF 2S ADDITION TYPE: RAD JOB ADDRESS: 2748 WATERBURY WY APPLICANT: STREETER, M. R. PHONE: CONTRACTOR: PHONE: OWNER: - PHONE: INSPECTOR AREA TP PLANCK# CB921161 0CC GRP R3 CONSTR. TYPE VN STE: LOT: 619 729-4189 REMARKS: MH/MIKE/729-4189 SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- PERNIT# TYPE CB930274 RAD CD LVL DESCRIPTION INSPECTOR STATUS ISSUED ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP 072793 Exterior Lath/Drywall AP TP 071593 Interior Lath/Drywall AP TP 070193 Frame/Steel/Bolting/Welding AP TP 070193 Rough/Topout AP TP 070193 Rough Electric AP TP 070193 Rough/Ducts/Dampers AP TP 070193 Insulation AP TP 062993 Frame/Steel/Bolting/Welding PA TP 062993 Frame/Steel/Bolting/Welding PA TP 062993 Insulation NR TP 062993 Frame/Steel/Bolting/Welding PA TP 062993 Rough/Topout NR TP 062893 Frame/Steel/Bolting/Welding CO TP 051993 Roof/Reroof AP P1 031593 Underground/Under Floor , AP TP 031593 Ftg/Foundation/Piers AP TP 031193 Ftg/Foundation/Piers CO TP 031093 Ftg/Foundation/Piers CO TP 030293 Ftg/Foundation/Piers NR TP 020993 Ftg/Foundation/Piers CA TP 020893 Ftg/Foundation/Piers CA TP COMMENTS NEED TO INSP VENT CONN WALLS & LIGHTS ONLY EXHAUST VENT OK TO INSUL OK TO INSUL SEE CARD SEE CARD CONFERENCE @ ATTI WELDING CERTIFICATION LAB NO._91-0890 DATE OF TEXT 06/28/91 a is IS TO CERTIFY THAT' JJ#1I 'tONULTY (WHOSE SJNURE APPEARS ON REVERSE) HAS sATIsFAcTkrcOMm!twEo AND PASSED THE WELDING TESPEQUIREMENTS OF An Dl. 1-90 THE 0 SIGNE? STIFlES THAT ALL TESTING WA ERF RMEDBY APPROPRI ATE ACCEPTANCE M UAL AS DET Q1 tI9E OF THIS TESTING SrRVICE S CTION SIGNATURE _F' Y1'PL!Lf' S.S.N. 575-08-3453 RECORD OF WELDING OPERATOR'S QUALIFICATION TEST PROCESS SMAW BASE ASTM A36 FILLER E-.7018. METAL 'METAL — THICK. 1" 3G BU2 NESS POSITIONS JOINTS REMARKS: DESTRUCTIVETESTING_- ACCEPTED ZniIit Jrttn - 737 Mercantile Street Vista, California 92083 (619) 726-1220 FAX (619) 945-0988 log JUN-29--93 TU 6:3S P.02 :'. CERTIFICATE OF OF TIM A 1TC CONFORMANCE 1HE UNDERSIGNED MA NUFA C TURER /-IERE5 Y CERTIFIES that the products identified below and on attached sheets Nos.._ are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in -tt'.!u#. - , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: Western Lumber Cony .108 LOCATION Oceanside, C_a1ifotnia -- CUSTOMERS O%OER NO. 14175 OAT .... .... -.-_.. MGR$ ORDER NO. */?" /•->" tic2— T2, SIGNATURE .-_________-COMPANY ••_•L1L. ____CNOL::.;Y TITLE )LITY I !ITT)L_AODRCSS DATE _ '?3 iC IIEREB Y CERTIFIES that the said company at its Said Pflt is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AlTC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC Cei'/if/cate No. 3116 37 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 4. -.. ; - GEOCON INCORPORATED FOUNDATION OBSERVATION REPORT JOB NAME: k g44Q,$: 75 FILE NO.:00664 529 LOCATION: 5,,,,,ia%t J4I.K 4/Ah. 44: DATE: 4 /93 d2WTS Wa 4rIuqi 44y FOUNDATION LOCATION (if not entire building)QzL I 0 ADDITIONAL OBSERVATION REQUIRED PERMIT NO.: 92- /// PLAN FILE NO.: i %SUBSTANTIAL CONFORMANCE PIJJRPOSE OF OBSERVATION:• )( Verify soil conditions exposed are similar to those anticipated. Verify footing excavations extend to minimum depth recommended in soil report. Verify foundation reinforcement complies with minimum recommended in soil report. Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report. Other: APPLICABLE SOIL REPORT: ij4 4.*,'64&erva,, rwEe5 .'a#,o - DATE: _fl,ve 27 19 SOIL' REPORT RECOMMENDATIONS BASED ON' ' Expansion Condition; EVERY LOW 0 LOW 0 MEDIUM 0 HIGH 0 VERY HIGH Fill Geoetry C#i' %dj *i#re-r 2 feet Other: MINIMUM FOUNDATION RECOMMENDATION: Footing Depth: %12 INCHES 0 18 INCHES 0 24 INCHES OTHER:________________________ Footing Reinforcement: 0 NO. 4 T& 0 2-NO.4 T&B 0 NO.5 T&B OThER:q..s4ea / Interior Slab Reinforcement:40 46 ' 6-10/10 0 6x6-6/6 0 NO.3 @ 24 INCHES 0 NO.3 @ 18 INCHES , Slab Bedding Material and Thickness: 4' .fa.'ve1 Vapor Barrier:Ws.w'i /arn #s Foundation Width: /2 -4v4s FOUNDATION PLAN REVIEWED: YES 0 NO)( If yes, identify and describe: 00 BSERVATTONS: )4. Substantial conformance with Soil Report (see "Purpose of Observation"). Substantial conformance with Foundation Plans. Other: COMMENTS: NOTE: IT IS ASSUMED THAT ALL FOOTING EXCAVATIONS WILL BE CLEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOIL MOISTURE CONTENT WILL BE MAINTAINED. M,e f,44r FIELD COPIES TO WA&-ed—ON REPRESENTATIVE n:\wpjob\draft\fdnobrptfrm (2/27/91) - - - - --- LZ - ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE: Q.2PJ.ILCANT JURISDICTI JURISDICTION: PLAN CHE ___ OFILE COPY PLAN CHECK NO: z 1 6I SET: E ours ODESIGNER PROJECT ADDRESS: Z7Y PROJECT NAME: JN&S ADD The plans transmitted herewith have been corrected where i necessary and substantially comply with the .jurisdictionts building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when ininordeficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted •f or a complete recheck. Ij The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted:________________________ Date contacted: Telephone # EM REMARKS: 7)t Dc I cIvLe f#uk k7, os'..jm__iNf- CJAJTD T-F S- I A^zp S '/ . S?& Ci .tt_ I'u.S,l C 7) cW IS ,= Foo7-vc, y 7 Jbi( EA16.V(LC By: P-m flSCir,t Fe..j7YEnclosures: ESGIL CORPORATION Lddr- GA 0CM ::.•: ESGI.L CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14" A LIC 'T JURISDICTIO PLAN CHECKER OFILE COPY DUPS []DESIGNER DATE: JURISDICTION: CA,Z.L5M0 PLAN CHECK NO:• '?Z-Ii~ 1 SET: I' PROJECT ADDRESS: 1-7Y& t4M7ER13(JtY Why PROJECT NAME: bvE.S ,w D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. - The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. n 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. P The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. .The applicant's copy of the check list has been sent to: Øoi -O A) C4A/L £L C40i'J 10L1 0 Esgil staff didnotadvise the applicant.contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: 909 6ELAA,69,A-- Date contacted: Telephone REMARKS: 74 cM,-ç wT $O 4,J6 CJA) - &4tL PE -7x FStR& - Al f-o _V437(OA./S_c)R_AM APOS,'I,,V7 By: /'t7E F'SC#E.&poe.D Enclosures:___________________ ESGIL CORPORATION I 1/30 0GA C3 CM 3uRIsICrION:(APL.S 8/D Date plans received by plan checker: 11/30/9 Z PLAN CHECK NO.: _Date plan recheck completed: (a /7/9By:F1SCF1e_ PROJECT ADDRESS: Z'/& )fr(iit Y L'A'V TO: 600 $E LAM & EA RECHECK PLO CORRECTIONSHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below 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), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS (i)Please make all corrections on the original tracings and submit to -new sets of prints, reurned-te_ye-.by.-the- jursMetien, to: &S6 /L () The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In_ ease _you _did_ note _keep _a_copy of-_the_prioeerrectin_iLt,_ eaelesed-_these_ pages .—eentaáthig_ the _still' tt..ndin- i..i. i. i.Lww.. Please contact me if you have any questions regarding these items. C4(SSM)8L0&-_2)pT () Please indicate here if any changes have been made to the plans that are not a result 2. To facilitate rechecking, please identify, of corrections from this list. If there are next to each item, the sheet of the plans other changes, please briefly describe them upon which each correction on this sheet has and where they are located on the plans. been made and return this check sheet with the revised plans. Have changes been made to the plans not resulting from this correction list? Please check. _Yes No gEVLSo S&ET 'rY OE SUi3'ir7o - p6E pLc - ç tt1 OAJ PLAA/S Q) D7*c.. W/Jy cfv-iLo Sftw A gy sov /8 W E(,c Foe. fuc.L -flp L, 1,01-W. At3o 16c1tc- TWL vF1e7,C'tt. S7EL CU(VF#II WAapj& cw 7)# Q4-,S3Ov Av.a coiL. 7?tr_ JOIL- AeA S (I#.er' h'7 er (ft T?# 6ilc.& P(ftT n#ick,u&SS ,4v0 cci,.,C,tE7 fll,C.kvFfl 81L0J 7-Mg SAS pc41T. C66)_P,tov 10,9 _# COPY _or_,Ji - CQsC.Y LUfT)1 CL Th' 5O(L 'CoM*OA7)0vS. Form No. RPCS.41290 ESGIL CORPORATION 9320 CHESAPEAKE IR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: 1 / 10 I qa IlAPPLICANT JU IS N JURISDICTION.: CARLSBAD [j-PLAN CHECKER OFILE COPY PLAN CHECK NO: Z /161 SET: .1 jps fl DES I GNER PROJECT ADDRESS.:-294 8 VAtJ1Y WA y PROJECT NAME: _.SD E] The plans transmitted herewith have been .corrected where necessary and. substantially comply with the jurisdiction's building codes. U The plans transmitted herewith will substantially comply with the jurisdiction's-building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans trnsmitted he have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ou The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. .The applicant's copy of the check list has been sent to: - i -.. r! O LAMS' 9200e 50 Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone #________________ U REMARKS: By: DA V I D YAo Enclosures:___________________ ESGIL CORPORATION I/ DGA E) CM ft / Ce&rcJ CA PLAN awcKNo: q?_ 1161 JURISDICTION: CITY OFCARLSBAD pRO3t ADDRESS: 274 Woh FLOOR AREA: -7 IVRIES: z PLO OO1CKICN ilicr CITYOFCARLSBAD SIN(LEFAMILY AND 1XJPLIMRLLThGS FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24and the following model codes: 1991 UBC (eff. 8/14/92) 1991 UPC (eff. 8/14/92) 1990 NEC (eff. 7/1/91) 1991 UMC (eff. 8/14/92) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed need clarification, modification or change. All items have 'to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. .303(c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. ,To smeed um the recheck_process,_noteonthislist (or acopv)_where each correction item has been addressed i.e., plan sheet. _specification, _etc. Be sure to enclose the marked up _listwhenyousubmit the revised plans. Date plans received by jurisdiction: Date plans received by Esgil Corporation: ii/.. Date initial plan check completed: By: 7AL'U)_'(Ao Applicant contact person: 1) L' e/64çelephone: 5•01- NOTE: PAGE NUMB1]S ARE NOT IN SUENCE AS FAZES HAVING NO ITk]4S )BIG OORRECEONS WERE List No. 2, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1991 UBC) PLANS 1. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. A. Indicate on the Title Sheet of- the plans, the name of the legal owner and name of person responsible for the preparation. of the plans. Section 302(a)7. 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 expiratirn date of license. (California Business and Professions Code). Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(d). D Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1991 UBC, UMC and UPC and 1990 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations. and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(d). Indicate distance from property lines to proposed construction. Section 302(d). Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." i/ Clearly show if the lower level is a basement / or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. /2. On the cover sheet of the plans, specify any / items requiring special inspection, in a format similar to that shown below or sticky back. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ITEM REQ. IF REMARKS CHECKED SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED I FIRE PROrI0N /3. Exterior walls closer than 3 feet to property FIRE / lines shall be one-hour rated construction and have no openings. Table 5-A. 8/5/92 . 2 11. Exterior walls closer than 3 feet to a I property line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. See Section 1710 for possible exception. Projections, including eaves, may not extend I more than 12 inches into the 3 foot setback from the property line. Section 504(b). 11. Eaves over required windows shall be not less I than 30 inches from the side and rear property lines. Section 504(a). ij. Projections, including eaves, shall be one-hour f fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1711. lj. 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. Show locations of permanently wired smoke with battery backup: Inside each bedroom. ,,datector Centrally located in corridor or area giving access to sleeping rooms. c. On each story. In the basement, if part of the dwelling unit. e. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. . In rooms adjacent to hallways serving I -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. 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 RThFIAL xiii(rS 41. 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). 2?f. No habitable room, other than a kitchen, shall / be less than 710" in any dimension. Section / 1207 (c). - 2/. Sleeping rooms shall have a window or exterior / door for emergency exit. Sill height-shall F not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height -24". Section 1204. Basements in dwelling units shall comly with / the above (even if not designated as sleeping rooms). Section 1204. Window area must be at least 1/10 of the floor / area and a minimum of 10 square feet per 1 Section 1205 (b). Appears to be deficient in 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 similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. Section 1205 (c). 0 . At least 1/2 of the coon wall must be open I and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). h . Required windows shall not open into a roofed / porch unless the ceiling height is at least 7 feet, the longer side is at 1-east 65% open, and the porch abuts a street, yard or court. Section 1205 (a). 19. Provide mechanical ventilation capable of / providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). Note that the discharge point for exhaust air / will be at least 3 feet from any opening into I the building. Section 1205(c). Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(c). Show that ceiling height for habitable rooms f is a minimum of 7'611. Section 1207 (a). Show ceiling height for laundry rooms, /3. hallways, corridors, and bathrooms is a minimum of. 7,0". Section 1207 (a). /3 . Dimension -on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). 5/22/92 3 35. Show safety glazing in the following . Provide 36" high protective railing for locations, per Section 5406(d): / porches, balconies, and open sides of stair '. Where the nearest edge of glazing is I landings. Openings between railings shall be within a 24-inch arc of either side of a less-than 4". The triangular openings formed door in a closed position (unless there is by the riser, tread and bottom elements of a an intervening wall between the door and guardrail at a stair shall be less than 6". the glazing or if the glazing is 51-0" or Section 1112. higher above the walking surface). / b. Glazing greater than 9 square feet with £13. Show how guardrail connection details are the bottom edge less than 18" above the / adequate to support 20 pounds per lineal foot floor and the top edge greater than 36" at a right angle to the top rail. Table 23-B. above the floor (unless the glazing is more than 36" horizontally away from 411. Provide stairway and landing details. Section walking surfaces or if .a complying / 3306 (b), (c) and (o). protective bar is installed). -4snc1, doerS ( Glazing in shower and tub enclosures a. Maximum rise is 7" and minimum run is (including windows within 5 feet of tub 11". When the stairs serves less than 10 or shower floor), occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" 3. Walls and floors separating units in a duplex minimum. shall be of one-hour fire-resistive construction. Provide details of the b. Minimum headroom is 61-811 . assemblies. Section 1202(b). Minimum width is 36". 7. A mezzanine is an intermediate floor and may / ( not have a floor area exceeding 33 1/3 percent 4. All handrails per Section 3306 (1), shall of the total floor area in the room below. The /. satisfy the following: mezzanine floor must have a clear height of 7 1 feet, above and below, and must have the long a. Provide handrail for stairways with 4 or side open to the room below except for posts more risers. and protective walls or railings not exceeding 4411 in height. Section 1717. b. Handrails and handrail extensions shall be 34" to 38" above the nosing of treads. . The loft you show does not comply as a mezzanine floor and is, by Uniform Building C. The handgrip portion of handrail shall be Code definition, a story. Section 1717. not less than 1 1/2", nor more than 2" in cross-sectional dimension. . Dwellings used for daycare for 7 to 12 children shall comply with the special requirements in d. Except for stairs serving only one Chapter 12 of Title 24. tenant, handrails shall.be extended 12" mrs. STAIRWAYS, MW RAILDIGS beyond the top and bottom of the stair. I 6. Every stairway landing shall have a Floors above the second story shall have not / dimension, measured in the direction of less than 2 exits. Exceptions: 1. Occupied travel, at least equal to the stairway width. roofs may have one exit if such occupied areas If a door occurs at the landing, such are less than 500 square feet and located no dimension need not exceed 36 inches. Section higher than immediately above the second story. 3306 (g), 3304 (j). 2. When the third floor within a unit does not /7- exceed 500 sq. ft., only one exit need be An interior door.may open at a landing that is provided. Section 3303(a). not more than 8" lower than the floor level, provided the door does not swing over the i. Required exit doorways shall be not less than landing. Section 3304(i). 36" in width and not less than 618" in height. / 1(8. Provide details of winding stairway complying f with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 36 inches. 9/2/92 - 4 44. 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 8 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.0. Research Report and number for I 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 / foot setback from the property lines. Section ' 3306 (m). The walls and soffits of the enclosed usable ' space under interior stairs shall' be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (1). d. Within units, show that corridors have a I minimum width of 36 inches. Section 3305 (b). ROOFDG 5 . Specify roof slope. Roof slope is not adequate for roof type f specified. Table 32-B, D and E. F/. Specify roof material and application. / chapter 32. 5/. Specify .I.C.B.0. or U.L. approval number for I roof materials not covered in U.B.C., e.g., tile, etc. Section 107. 5/. Specify minimum 1/4 inch per foot roof slope / for drainage or design to support accumulated water.. Section 3207 (a) and Section 2305 (f). 6 • Show roof drains and overflows. Section 3207. Provide skylight details to show compliance / with Sections 3401 and 5207 or .pr9vide I.C.B.O. approval number. 6J Plastic skylights must be separated from each / other, by at least 4 feet, unless they are over the same room and their combined area does not exceed 100 square feet (or 200 square feet if the plastic is a "CCI" material). Section 5207 (a) 6. Show attic ventilation. Minimum 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). (X)NCR= AND MASONRY ji. 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, #9 wire in horizontal joints, etc. 61. Show height and construction details of all / concrete and masonry walls. Chapters 24 and 26. Show floor and roof connections to masonry and t concrete walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. Show a minimum 2" air space and flashing / between planter and building walls. Section 2516 (c) 7. GARAGE AND-CARPORTS 61 Garage requires one-hour fire protection on / 'the garage side of walls and ceiling common to I . the dwelling. Table 5-B, Section 503.(d). All elements 'supporting floor above garage, / including walls supporting floor joists, must I have one-hour fire-resistive protection on the garage side. Section 503 (b) /1. Show a self-closing door, either 1-3/8" solid / core or a listed 20-minute assembly, for ( openings between garage and dwelling. Section 503(d). 5/22/92 5 Garages are not permitted to open into a room ( used for sleeping purposes. Section .1104. 7. An occupancy separation is not required between / carport and residence, provided the carport is 1 open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. 7A. Show garage framing sections, size of header / over garage opening, lateral cross bracing at / plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-I. 7 '. Doors may open into the . garage only if the / floor or landing in the garage is not more than I one inch lower than the door threshold. Section 3304 (i). 7. Provide an 18" raised platform for any FAU, / water heater, or other device in the garage / . which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). POUNDAIION xw.xurS ij. Per soils report, note on the plan the soils / classification, whether or not the soil is f expansive and the allowable bearing value. Section 2905 (c). 7j The foundation plan does not comply with the / soils report recoendations for this project. Please . review the report and . modify design, notes and details as required to show compliance:___________________________________ Provide notes on the foundation plan listing f the soils report recommendation for foundations, slab and building pad preparation. 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: The building pad was prepared in accordance with the soils report, The utility trenches have been properly back! illed and compacted, and The foundation excavations comply with the intent of the soils report". 4/ Provide a letter from the soils engineer / confirming that the foundation plan, grading / plan and specifications have been reviewed and f. 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). 41. Show height of all foundation walls. chapter / 23. Show height of retained earth on al.l / foundation walls. Chapter 23. If cut or fill slopes exist, show distance / from foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimum f above finish grade. Section 2907 (a). 86. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905(f). 8/. Dimension foundation per U.B.C. Table 29A: /floors Footing Supported* Stenwall Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" all 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. Show foundation bolt size and spacing. I Section 2907 (f). Specify size, I.C.B.0. number and.manufacturer I of power driven pins and expansion anchors. Show edge, end distances and spacing. Section 302 (d). If required, show size, embedment and location / of hold down anchors on foundation plan. Section 302 (d). A 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). j,--,-J, o Wa ll ) 5/22/92 6 9,1 Show on the plans stepped footings for slopes / steeper than 1:10. Section 2907 (c). 91. Show minimum 18" clearance from grade to I bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. 9 Show pier size, spacing and depth into / undisturbed soil. Table 29-A. 9/. Show minimum underfloor access of 18" x 24". ' Section 2516 (c)2. - Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. I FRAfflIG Show wall bracing. Every exterior wood stud / wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. /00. 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. l9. Note cross bridging or blocking. Floor joists / and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are / held inline. Sec. 2506 (h). iØ. Show blocking at ends and at supports of floor / joists, rafters and trusses at exterior walls. / Section 2517 (d) 3, 2517 (h) 7. J63. 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. /4- Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 / (h) S. 5. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 6. 106. Show double top plate with, minimum 48" lap splice. Section 2517 (g) 2. 07. Show nailing will be in compliance with Table 25-Q. 17. Show or note fire blocks 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 both vertical and horizontal; 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; 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; and At openings between attic spaces and chimney chases for factory-built chimneys. l9. In duplexes, draft stops shall be provided in / floor-ceiling assemblies and attics in line with walls separating units and separating units from common areas. Section 2516(f)4. Show stud size and spacing. Maximum allowable / stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 201. Table 25-R-3. l. Studs supporting two fThors, a roof and / ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 112 Note on 'A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 1,13. Detail all post-to-beam and post-to-footing / connections and reference the detail to the plan. Section 2516 (m). /4. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 5/22/92 7 l). Specify nail size and spacing for all shear / walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, 3, IC and Section 4714 (d)). / ll. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. j7. Show 1/2" minimum clearance between top plate / of interior partitions and bottom chord of trusses. (To ensure loading will be as / designed). 1/8. Provide roof framing plan and floor framing / plan. Section 302 (d). 1 . Provide framing sections through Section 302 (d). 1. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. izj. Provide calculations for main vertical and / horizontal framing members and post footings. I Section 302 (b). /2. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). 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. 114. Show on the plans all structural requirements I developed in the structural calculations. Section 302 (d). (See comments below or at end.) ij. Columns and posts located on concrete or / masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting -above floors unless approved wood of natural resistance to decay ortreated wood /6. is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 27 Show location of attic access with a minimum size of 22x30", unless the maximum vertical headroom. height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 3205(a). X . Show location of attic access with minimum size 22" x 30". Section 3205. l. Detail truss layout for 30" x 30" attic / access, if required for equipment in the attic, and detail 30" x 30" clearance through truss webs. 110. Specify plywood and/or particle board thickness, grade and panel span rating. Table 25-S. Show plywood sheathing over exposed eaves, or I other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. 1,12. When roof pitch is less than 3:12, design / ridge, as a beam. Section 2517 (h). 1. Ridges, hips, and valleys shall be at least / one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties / across the beams at the ridge support. I Section 2501 (b). If foundation cripple wall studs are less f than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. 1/6. Cripple wall studs, exceeding 4 feet in height / shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. 37 Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1708. PMacAL (UNIFORK )4&NTCAL CX)DE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. -c7- wiax plc#.e hptl..c'A+h p0c7t- ,yp. 7h' Show the size, location and type of all / heating and cooling appliances or systems. l. Every dwelling unit shall be provided with / heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1212. 1 0. Note on the plans that the FAU closet or / alcove must be 12 inches wider than the furnace or furnaces being installed. UMC Section 704. - 14. Show minimum 30" deep unobstructed working ' space in front of furnace. Section 505, UMC. /42. Furnace shall not be installed in any bedroom, / bathroom or in a closet or. confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. - Section 704 UMC. -. Show source of combustion air to furnace, per /3. Chapter 6,UMC. Show access to the attic containing equipment I to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. / Section 708 UMC. 11(5. Note that passageway to the attic furnace / shall be unobstructed and have continuous ' solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 708 UMC. 1/6. Show permanent electrical outlet and lighting / fixture controlled by a switch for furnace located in attic or underfloor space. Section 708 & 709 UMC. 141'. Show details to comply with Section 709 for I furnace under the floor, or Section 7.10 for roof or outside furnace. l. Show I.C.B.0. approval number for prefab / .fireplace. Show height of chimney above roof / per I.C.M. approval or Table 37-B. Note on the plans that approved spark / arrestors shall be installed on all chimneys. Section 3703(h) DO Note on plan: Gas vents and non-combustible piping, in-walls, passing through three floors or less shall be effectively draft stopped, at each floor or ceiling. UBC, Section 1706 (c). 1. Provide dryer vent to outside. UMC, Section ( 1903. ELTR1CAL (NATIONAL }LICAL WOE) 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. l4. Show on the plan that receptacle outlets / comply with 1990 NEC Art. 210-52(a), which I reads as follows: In every kitchen, dining room, parlor, library, den, sunroom, bedroom, recreation room, or similar rooms or area of dwelling units, receptacle outlets shall be installed so that no point along the floor line in any wall space is more than 6 feet, measured horizontally, from an outlet in that space, including any wall space 2 feet or more in width and the wall space occupied by fixed .panels in exterior walls, but excluding sliding panels in exterior walls. The wall space .fforded by fixed room dividers, such as free-standing bar-type counters, shall be included in the 6-foot measurement. Dwelling Unit Receptacle Outlets 210.52(a) 1 - - Sfldng Panels .or DoDrs 8/5/92 9 51 Show on the plan that countertop receptacle outlets comply with 1990 NEC Art. 210-52(c), which reads as follows: In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a receptacle outlet in that space. Island and peninsular countertops 12 inches or wider shall have at least one receptacle for each four feet of counter top. Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces. Receptacles rendered inaccessible by appliances fastened in. place or appliances occupying dedicated space shall not be considered -as these required outlets. - Dwelling Unit Receptacle Outlets Counter Tops 210•52c Fr-- 2 2—i-2—t F-24. 0. 0 0 0 . 4F.I. GFO S..i. G0 FCJ d. L' 5.. Show on the plan that receptacle outlets - in / hallways comply with 1990 NEC Art. 210-52(h), / which reads as follows: For hallways of 10 feet or more in length at least one receptacle outlet shall be. required. As used in this subsection the hail .length shall be considered the length along the centerline of the hail without passing through a doorway. Dwelling Unit Receptacle Outlets Hallways 270.52(h) F7_ J:~: 1b 00t 0 B Lan II SR T SR MD., ic c c 1 . Show on the plan that lighting outlets in / dwelling units comply with 1990 NEC Art. 210- 70(a) and (c), which read as follows: (a) Dwelling Unit(s). At least one wall switch-controlled lighting outlet shall be installed in every habitable room; in bathrooms, hallways, stairways, attached garages, and detached garages with electric power; and at outdoor entrances or exits. (FPN): A vehicle door in an attached garage is not considered as an outdoor entrance. At least one lighting outlet controlled by a light switch located at the point of entry to the attic, underfloor space, utility room, and basement shall be installed only where these spaces are used for storage or contain equipment requiring servicing. The lighting outlet shall be provided at or near the equipment requiring servicing. Where lighting outlets are installed according to (a) above in interior stairways, there shall be a wall switch at each floor level to control the lighting outlet where the difference between floor levels is six steps or more. Exception No. 1:. In habitable rooms, other than kitchens and bathrooms, or more receptacles controlled by a wall switch shall be permitted in lieu of lighting outlets. Exception No. 2: In hallways, stairways, and at outdoor entrances remote, central, or automaticT control of lighting shall be permitted. 8/6/92 . '•lO (c) Other Locations. At least one wall switch- controlled lighting outlet shall be installed at or near heating, air-conditioning, and refrigeration equipment in attics or underfloor spaces. The light switch shall be located at the point of entry to the attic or underfloor space. il,. Show on the plan that ground-fault circuit- interrupter protection complies with 1990 NEC Art. 210-8, which reads as follows: (a) Dwelling Units.. All 125-volt, sing1e-phase, 15- and 20- ampere receptacles installed in bathrooms shall have ground-fault circuit- interrupter protection for personnel. All 125-volt, single-phase, 15- or 20- ampere receptacles installed in garages shall have ground-fault circuit-interrupter protection for personnel. Exception No. 1 to (a)(2): Receptacles which are not readily accessible. Exception No. 2 to (a)(2): Receptacles for appliances occupying dedicated space which are cord- and plug-connected in accordance with Section 400-7(a)(6), (a)(7), or (a)(8). Receptacles installed under Exceptions to Section 210-8(a)(2) shall not be consideed as meeting the requirements of Section 210-52(g). All 125-volt, single-phase, 15- and 20- ampere receptacles installed outdoors where there is direct grade level access to the dwelling unit and to the receptacles shall have ground-fault circuit-interrupter protection for personnel. (FPN): See Section 2159 for feeder protection. For the purposes of this section, "direct grade level access" is defined as being located not more than 6 feet, 6 inches (1.98m) above grade level and being readily accessible. All 125-volt, single-phase, 15- and 20- ampere receptacles installed in crawl spaces at or below grade level and in unfinished basements shall have ground-fault circuit- interrupter protection for personnel. Exception No. 1: A single receptacle supplied by a dedicated branch circuit which is located and identified for specific use by a ôord- and plug-connected appliance, such as a refrigerator or freezer. Exception No. .2: The laundry circuit as required by Sections 210-52(f) and 220-4(c). Exception No. 3: A single receptacle supplying a permanently installed sump pump. All 125-volt, single-phase, 15- and 20- ampere receptacles installed within 6 feet of a kitchen sink to serve counter top surfaces shall have ground-fault circuit-interrupter protection for personnel. (FPN): The intent of this subsection is to permit the exemption of receptacles which are located specifically for appliances such as refrigerators and freezers from ground-fault circuit-interrupter protection for personnel. GFCI Protection for Personnel Receptacles in the Vicinity of Kitchen Sinks 210.8(a)(5) —6—H l-6----- lOtchen / PLUMBING (UNl7O11 PLUMBING CODE) i1. Show water heater size, type and location on I plans. UPC, Section 1301. Note on the plans that "combustion air for / fuel burning water heaters will be provided in accordance with the Uniform Plumbing Code". /10- Fuel combustion water heater shall not be installed in clothes closets, in a bath or bedroom, or in a closet opening into bath or bedroom. UPC, Section 1309. /161. 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. 8/6/92 11 1 . Show I and P valve on water heater and sh0w / route of discharge line to exterior. I UPC, Section 1007 (e). 3. Show that water heater is adequately braced to 7 resist seismic forces. UPC, Section 1310. 144. Show shower stall can accommodate a 30" circle / and has a minimum floor area of 1,024 sq. in. UPC 909 (d). Provide clothes washer hook-up for each unit. I Title 24, Part 3. New water closets-and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls / and floor/ceiling assemblies to achieve a I Sound Transmission Class (SIC) rating in walls of• 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. 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 transmission 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. ENERGY CONSERVATION ,W Provide plans, calculations and worksheets to show compliance with current energy standards. 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. 171. All energy items shown on the plans must be in I agreement with the information shown on the properly completed Form CF-1R. /3- Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". JJ4. Show the make, model and efficiency of the I space heating (or cooling) system and provide heat loss calculations if the output exceeds / 45,000 BTU/Hr. 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 / kitchen(s) per CAC, Title 24, 2-5352(J). CARLSBAD S.F.D. & DUPLEX SUPPLEMENT /7. Energy conservation design should be for Zone 7. Floor drains must have auto-prime (city policy). For gas piping under slabs that serve kitchen I island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. 1. Note exhaust fans cannot be ductless type I (city policy). i4. New residential units must be pre-plumbed for f future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 1. 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). 113. All piping for present or future solar water f heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). 1/4.' Incorporate the waterproofing details, on the / attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). r17 DI 4 S/7-y' 7c1t. CF-JR. . QiS/ 8/11/92 ' - 1. Show on the Title Sheet on the plans, the / information required by the attached / Developmental Services Sheet 112383. 186 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 p4ce their soils notice stamp on the plans. Ch€cI -with 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). All structures require a Class B roof covering, / 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 I spaces/unit with clear area of 201 x20' i.e.. no washing machines, etc. Show compliance. 17g. Only tank-type water closets that use an / average of 1.6 gallons. of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. 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 plan check items, please contact_________________ vrAIp at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2015 Las Palmas Dr., telephone 619/438-1161. Thank you. Enclosures: MISCELLA1S }4"l. Please see additional corrections, or remarks, on the following page. 192 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. QPlease 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 8/11/92 . 13 Date ______ Jurisdiction CAPT,BAD Prepared b'i •. Bldg. Dept. TA 't14o VALUATION AND PLAN CHECK FEE o Esgil PLAN CHECK NO. ?2-116 / BUILDING ADDRESS -74 APPLICANT/CONTACT 9,b PHONE HO.________________ BUILDING OCCUPANCY - ,Q-3//14 -/ DESIGNER PHONE_____________ TYPE OF CONSTRUCTION V CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA I VALUATION , VALUE Ar'OIT,or,I 7.14 •. 1• 1 I . ______ L_I •. IT 1 • ____ Air Conditioning Commercial Residential Res. or Comm. Fire Sorinklers • Total Value . 6 -; 3 Z6 * rr • • Buildirid Permit Fee _ • Plan Check Fee S s 3/C COMMENTS SHEET (_OF I •. 12/87 L0T44 ivm= IOI2.S 74-4 City of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: -4- NOV 92 PLANCHECK NO.___________ BUILDING ADDRESS: 2148 WAEL( W4' PROJECT DESCRIPTION: PZ17M '41I)• ASSESSOR's PARCEL NUMBER: i('i 42 I -EST. VALUE ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. FA DENIAL Please see the attached report of deficiencies marked with $. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By:81E1ELL Date:-4 rffiV9 By: S HE1)ELL Date: 15 DEc92. By:_ Date:_________ ATTACHMENTS O Dedication Application El Dedication Checklist El Improvement Application O Improvement Checklist o Future Improvement Agreement NAME: ADDRESS: CONTACT PERSON PHONE: P:doc\chkIst\bp0001Jrm REV 6/5/92 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576. (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST SITE PLAN 1 SW 2nd 3rdv' 1!4 0 0 1. Provide 'a fully dimensioned site plan drawn to scale. Show: North Arrow D. Property Lines Easements Existing & Proposed Structures E. Easements Existing Street Improvements F. Right-of-Way Width & Adjacent Streets 2. Show on site plan: A 7 iagePatte C. Existing Topography itifia &Propsed Slopes E?1 0 0 3. Show on a section drawing or include a note stating that there is a minimum of 6" .differenôe between the finished floor and the finished grade elevation adjacent to the structure. ----------------------- tI L2L 0 4. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or V3 the distance to the property line (whichever is less)" [Per 1985 UBC 2907(d)5]. On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.). 52/11 0 5. Include on title sheet Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant 'improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square fàotage of different uses (manufacturing, warehouse, office, etc.) previously, approved. EXISTING PERMIT NUMBER DESCRIPTION P.\docchkIst\bpOOOI .lrm Page 1 of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST (// DISCRETIONARY APPROVAL COMPLIANCE 1st./ 2nd,/ 3rd' 0 0 0 6. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by: Date:__________________ DEDICATION REQUIREMENTS O 0 0 7. Dedication for all Street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $______________ -pursuant to Code Section 18.40.030. Dedication required as follows: Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by Date:__________ IMPROVEMENT REQUIREMENTS 0 0 0 8a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18.40.040. Public improvements required as follows: Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: Date: P:doc.chk1st\bpOOO1.frm . Page 2 of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST 1 sW 2nd,/ 3rd/ DOD 8b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $_ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows:____________________________ 0 0 8c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by: Date:__________________ 121' 0 0 8d. 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. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 0 0 9a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). O 0 0 9b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained Orior to issuance of a Building Permit. Grading Inspector sign off by: Date: 210 0 9c. No Grading Permit required. BUILDING PLANCHECKCHECKLIST P:\doc\chkI9t\bpOOO1.frm Page 3 of 4 REV 6/5/92 1sW 2nd,/ 3rd-/ DOD I.. MISCELLANEOUS PERMITS A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways. A separate Right-of-Way permit issued by the Engineering Department is required for the following: Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right-of-Way checklist, at the time of resubmittal. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. O 0 0 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial • Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: Date: P:\docs\chkIstbpOOOI.frm Page 4 of 4 REV 6/5/92 CALCULATIONS WORKSHEET EDU CALCULATIONS: EDU's: ADT CALCULATIONS: ADT's: N/A FEES REQUIRED: WITHIN CFD: YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE)• ONO 0 1. PARK-IN-LIEU FEE PARK AREA: FEE/UNIT:_________ O 2.TRAFFIC IMPACT FEE ADT's: FEE/ADT: 3. BRIDGE AND THOROUGHFARE FEE ADT's: FEE/ADT:___________ FACILITIES MANAGEMENT FEE ZONE: FEE/EDU:_________ PUBLIC FACILITIES FEE 0 6. SEWER FEES PERMIT No. EDU's: FEE/EDU:_________ BENEFIT AREA: FEE: 0 7. SEWER LATERAL REQUIRED (2,500 DEPOSIT) REMARKS: PAdocschkIstbp0001.frm REV 6/5/92 LS PLANNING CHECKLIST Plan Check No. CB 'T7i/(i Address 770 6 (W/ Planner VAN LYNCH Phone 438-1161 ext. 325 (Name) APN: Type of Project and Use R-6 Ab,,vJ Zone #2--i- 7fW Facilities Management Zone Item Complete (J) Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES - NO TYPE______ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 0/0 Discretionary Action Required: YES - NO TYPE API?ROVALJRESO. NO. ______ DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval California Coastal Commission Permit Required: YES NO 4- DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Landscape Plan Required: YES NO See attached submittal requirements for landscape plans Site Plan: M.-6 0 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. (B'tI 0 Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 0 /C3 Provide legal description of property. 5(o 0 Provide assessor's parcel number. Zoning: ~Cl o Setbacks: Front: Required V-O Shown Zo' Int. Side: Required 5' Shown 9- c' • Street Side: Required - Shown Rear: Required /" Shown 0 Lot coverage: Required Shown /~ t (I'1i 0 Height: Required Shown EJi] 0 Parking: Spaces Required ?_ Shown a_ Guest Spaces Required Shown 0 0 0 Additional Comments__________________________________________ J OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 174 DATE PLNCK.FRM CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DR., CARLSBAD; CA 92009 (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 STRICT: LV'Carlsbad Unified San Marcos Unified 801 Pine Avenue ____71290 West San Marcos Blvd., Carlsbad, CA 92009 (434-0610) San Marcos, CA 92024 (744-4776) Encinitas Union . San Dieguito Union High School 101 South Rancho Santa Fe Rd. . 710 Encinitas Boulevard Encinitas, CA.. 920214 (619) 944-430U . Encinitas, CA 92024 (753-6491) Project Applicant: c tV 6.XL_-' APN: - Project Address: RESIDENTIAL: SQ. FT. of living area 17_3X1 number of dwelling units SQ. FT. of covered area SQ. FT. of garage area_____________ COMMERCIAL/IN D : AREA Prepared by Date / -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 Project is exempt from Government Code 53080 Final Map approval, and construction started before September 1, ______ (other school fees paid) - Other Residential Fee Levied: $//Z/O based on 7. sq. ft. @ I, i5 Comm/lndust. Fee Leviéct:$ based on J.b4 School District Official tle 4 sq. ft. @__________________ AB 2926 and SB 201 fëès are capped at $1.65.per square foot for residential. AB 2926 is capped at .27 per square foot for commercial /industrial. 1986. of , Carlsbad SCHOOL FEES Please fill out the form on the reverse side of this page and take it to the appropriate school district. Once you have paid the school fee, a school official has signed the school fee form, and all other plan check requirements have been met, a building permit can be issued. The City of Carlsbad w'il['not issue any building permit without a completed school fee form. BUILDING DEPARTMENT dc enc. 2075 Las Palmas Drive.Carlsbad, California 92009-4859•(619) 438-1161