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1351 FOREST AVE; ; 86-103; Permit
t j 0 I hereby affirm that I am licensed under ,provisions of Chapter9 (commencing with - Section 7000) of Division 3 of the Business and Professions Code, and my license is in ift • full force and effect. ,LIc. No - Class 1, I hereby aflirm hal I am exempt from the Contrac-tor's License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re-quires a permit to construct, alter, improve, demolish, or .repair any structure, prior toils issuance also requires Me ap- plicant for such permit to fife a signed statement that he is licensed pursuant to the provisions 01 the Contractors License Law (Chapter 9 commencing with Section 7000 of Division 301 the Business and Professions Code) or that is ex- empt therefrom and the basis for fhe'allegea exemption. Any violation of Section 7031,5 by an applicant for a permit sub' clothe applicant to a civil penalty at not more than live hun- dred dollars ($500). - - ., ",,. • I, as owner 01 the property, or my employees with wages Struc as their solo compensation, will do the work, and the — ture is not intended or offered for sale (Sec, 7044, Business .J and Professions Code: The Contractor's License Law does 3 not apply to an owner 01 properly who builds or improves - thereon and who does such work himself or through his own "employees, provided that such improvements are not intend- W • ad or offered for sale. It, however, the building or improve-7 - Z went is sold within one year 01 completion, the owner-builder . 3 will have the burden of proving that he did not build or im- , prove for the purpose 01 sale). v ' - - 0 I, as owner 01 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 01 property who builds or im-proves thereon, and who contracts for each projects with a U) - contractor(s) license pursuant to the Contractor's License Z -Law). ' r- o 0 1 As a homeowner lam improving my home, and the follow- 41 ing conditions exist: * ' 1. The moth is being performed prior to sale. 2. I have lived. in my home for dwelve months. ... prior to completion of this work:,. W 3. I have not claimed this exemption during the O ' ' .- last three years. 0 lam exempt under Sec. - - B & PC,, for this reason 1") ,, • r ,,, .rri,,,hnr hnp certificate nrconsent to self-insure. or a certilicate,ol Workers' Compensutiov,In. - - suravce. or certified copy thereof (Sec, 3800. Labor Code)"" POLICY NO. COMPANY - , 6 'Copy is tiled with the city, ' - - 0 Cerlilied copy is hereby lurn(Shed 0. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed it the permit cc is br one hundred dollars ($100) or less) 0 I certify that in the performance of the work for which cc this fYermit is issued. I shall not employ any person in any 3 manner so as to become subject to the Workers' Cumpen nation Laws of California. NOTICE TO APPLICANT:'lt.,atlur making this Certificate of Exemption. you should become subject to the Workers' Compensation provisions 01 the Labor Code, you must ' I a forthwith comply with such previsions or this permit shall ,'be deemed revoked, 0 I hereby affirm that there is a construction lending agency for the performance ot the work for which this per.UJ mit is issued 'Sec. 3097. Civil Code) ZI ' - ' WI Lenders Name L Lender's Address_______________________________ VIIIIIIIN I tier Phil. Zfl'7 -,dl V I PDrqq I4hDfl APPLICANT TO FILL IN INFORMATiON WITHIN SHADED AREA AND DECLARATIONS. California 920'0B-1989 (619) 438-5525 APPLICATION & PERMI-Carlsbad, ' T JOB ADDRESS ._................ AV. ST. RD. NEAREST CROSS ST."" / - DATE F APPLICTION • BUSINESS LICENSE VALUATION , PERMIT NUMBER ZONE . LOT BLOCK SUBDIVISION ASSESSOR PARCEL NO I CONTRACTOR CONTRACTORS PHONE 4 I ' ' OWNER'S NA B OWNER'S PHONE 94-3z. 2 CONTRACTOR'S ADDRESS . LICENSE NO, PLAN I.D. # 'BUILDING SQ. FOOTAGE .: - ' 3••7 E OWNER'S MAILING ADDRESS - • ______________________________________ ________________ PHONE DESIGNER'S / 4x c-74—' , Cud's DESIGNER DESCRIPTION OF WORK, ' , '87 - DESIGNER'S ADDRESS LICENSE NO. , , . F/P FLRELEV. NO CG EDU , . • ' ' ' - - " • ST (ES' -i1 RC Y(-) NO '' .1-' ••- FIRE SPR - CENSUS T,.RACT, GP LAND USE PARKING SPACE' RES'UNITS GRADING PERMIT ISSUED REDEVELOPMENT TYPE tOAD I . . AREA -- - - CDNST ' - ' ' sD N. yD , YO N - NozVa/idUnlessMachineCertitied 0 1 .. - j .,, - -. , '..•..-- QTY. PLUMBING PERMIT ISSUE — OTY. MECHANICAL PERMIT - ISSUE 3 - S4/RY/ACCOUNT NUMBER EACH FIXTURE TRAPQ Q. p INSTALL FURN. DUCTS UP TO 100,000 BTU •" - - ' BUILDING PER,I .001-810'00'00'8220 -,5c2. L EACH.BUlLDLNG',SEWER' .50 - ' ' OVER 100,000 BTU , , - SIGN PERM I ' 001-81O'001 - EACH WATER HEATER'AND/OR VENT I c BOILER/COMPRESSOR UP TO 3 HP PLAN C,C ) 001404 806 't EACH-GAS SYSTEM I,.TO 4OUTLETS '.4501 BORER/COMPRESSOR 3:15 HP -- • TOT 'BING 'l..) *'00'8222 -- - EACH GAS SYSTEM 5 OR MORE METALFIREPLACE / R)CAL 00008223 - EACH INSTAL,. ALTER, REPAIR WATER PIPE . 'VE'NT FAN SINGLE DUCT __ " - CHAN)e ' 810'00-00-8224 - ' EACH VACUUM BREAKER - .S 'H MECH EXHAUST - HOOD/DUCTS ' MOB)LEHOME 001-810-00.00-8225 - - - WATERS'dPTNEl \ . , ' - . ' 'RELOCATION OF EA FURNACE/HEATER ' MOB)LEHOME )P4 - - - EACH ROOF DRAIN (INSIDE) ' ' ' SOLAR ' c 001-810-00-00-8226 ;. • -' Jt IOTA CHANICAL r I - . STRONG MOTIQ - 880-519-92-33 - . 0. ,,TOAL PLUMBING x — - F)RE SPRINKL S •01-81O-00'00-8227 — PU8L)CFAC)LIT)ESFEEO3328100O0O8930 OIl QTY ELECTRICAL PERMIT ISSUE 61. QTY.SOLAR -ISSUE NEW CONST EA AMP/SWTi8IR COLLECTORS , - ' . - SCHOOL FEE - DISTRICT I PH - 3 PH STORAGE TANKS - Carlsbad EXIST B'LDGEA,AMP/SWT/BKR • - . , ROC$ STORAGE ' • . ' Encinitas - * • • 1PH ' ' PUMP. ' ' r - Sanoiegu)Io REMODELALTER , PER CIRCUIT-. , - -' PLAN CHECK FEE • - ' San Marcos - - ' • • - - TErP POLE, 200 AMP. •' , ' - ' • ' - ' , - OVER 200'AMPS . , - . - ' LICENSE TAX - - 001-810-00-00-8162 - TEM'i0 'OCCUPANCY(30TOAYS),') - . " - -. , MFF .- ' , 880-519-92-57 , .Q — - • ' .• ' ' • ' . , CREDIT DEPOSIT TOTAL ELECTRICAL • 5 .., TOTALSOLAR TOTAL FEES PAYABLE -sq.(' I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY • Expiration. Every permit issued bytheBuilding Official under the provisions of this * AN OSHA PERMiT IS REQUIRED FOR EXCAVATIONS OVER Code shall expire and null and void. If the building or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE 50" hb7e rmit authorized by suc commenced within 180 days from the date of such DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit or it the building or work authorized by such permi t is suspended r .ST.RUCTU,ES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- , abandoned at any time after the work is commenced for a per' d 01180 STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CRY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS C) APPLICA'S S7ATURE /7. O TE WER CONTRACTOR 0 AçPRoVEo.BY - r * DA EXPENSES WHICH MAY IN ANY OF THIS PERMrr WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE //J/at GRANTING BY PHONES FIG I I • I TYPE DATE INSPECTOR BUILDING FOUNDATION 1 REINFORCED STEEL MASONRY I GUN ITE OR GROUT SUB.FRAME El FLOOR El CEILING SHEATHING 4 -ROOF El SHEAR FRAME EXTERIOR LATH - INSULATION INTERIOR LATH -& DRYWALL çg7 PLUMBING El SEWER AND BL/CO El PI1JCO UNDERGROUND 4IASTE eWATER OP OUT J-WASTE -rWATER TUB AND SHOWER PAN OAS TEST El WATER HEATER El SOLAR WATER ELECTRICAL El ELECTRIC UNDERGROUND JPUF.FER ROUGH ELECTRIC I F"71 El ELECTRIC SERVICE El TEMPORARY El BONDING El POOL MECHANICAL I 6 El DUCT & PLEM., El REF. PIPING / 7 HEAT - AIRCOND.SYSTEMS 1, - VENTILATING SYSTEMS CALL FOR FINAL INSPECTf ON WHEN ALL APPROPRIATE ITEMS AR)VF HAIP RPFN APPRt1VFI) FINAL * PLUMBING ______ _______ -• ELECTRICAL MECHANICAL GAS BUILDING ---- A- - SPECIAL CONDITIONS I - S - - 15 • - 1° - FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES INSPECTIdN REO. IF INSPECTORS APPROVAL DATE - - CHECKED SOILS COMPLIANCE '- - _______ PRIOR TO - - FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE F1ELD WELDING --- - HIGH S'rRENG-TH - _2.TS - - SPECIALMAONpy-- '-:- PILES CAISSONS -' • -• - ,-; .5- .- .;' - ________________ - -• 5.. • ft5. S . - ________ ____________ ________ - - -5,- -: 5_i --• •- • . -- - II . -* t' I • y- -- '"U ft - BP APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM..' CITY OF CA9LSBAD O ENGINEERING DEPARTMENT . 'SE 2830 438.5541 FOR APPLICANT TO FILL IN - - ISSUED BY BUILDING .. .. DATEISSUED 4* CONTRACTOR I /0' ADDRESS / . . )'/7 .' OWNER -'1 5içl MAILING ft, / i ADDRESS I ,:.f —IJ'— CONTRACTOR'S ADDRESS NEW BUILDING EXISTING BUILDING LEGAL DESCRIPTION REMARKS: /-';e-O \VALIDATION • I690.U0 SF "C 6549'. 12 IL LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H. 30', V. 10') OVER 30H.-@L-FT. OVER 10' V. ______© FT. STANDARD 6" (Max. H. 30', V. 101 OVER 30' H. -@-FT. OVER 10"V.-@- FT. TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE LINE COST DATA ASSESSMENT DIST. NO. FRONTAGE _______COST PER FT. _______TOTAL_______ OTHER NO. UNITS ' COST PER-UNIT J'(rOTAL_ PUMP STATION FEES NO. UNITS -COST COST PER UNIT_ TOTAL. ST. TOTALCHARGES (LATERAL ETC.) LATERAL NO. INSTALLATION DATE_ WHITE: Engineering GREEN: Finance. YELLOW: Sanitation PINK: Building 'GOLDENROD: Permitter - __ . _______'.'; " ...''', •':- i-$.':---'• . "-f I.. ..,.,.,.r- f —/6 JUN1981 9191011 ¼ftECELVED - 1351 Forest Avenue - P. 0.Box57+ Carlsbad, CA 92008 • June 9, :1987 City of Carlsbad : Engineëriñg Department. 2075 Las Palmas Drive Carlsbad, CA 92008 Re Building Permit No. 86-103 (1351 Forest Avenue) Drainage across adjacent property (13+3 Forest Avenue.) Inordenot,to sheet drain'across 1343,Forest Avenue, lying westerly of tbenewhome at 1351 Forest Avenue, the owner of. said adjacentpropei1y Brian G. Mclnerny. has agreed to.thé installation 6f -'a five-inchpi•pe within the northerly twenty feet of his property to carry runoffs water to the drainage ditch running along -Forest Avenue. ,___ •:.__ _ BrianG. McInerny , Jilliarn E. Billings (Owner 13 -3 FOrest Ave.) (Owner' 1351 Forest Ave.) -e -- AW V I • - • - • • • • - • -• ••+ - '• ••. • ( •• - - •- - -• ••-•,•', I - • • - • ••- •• • - • - • -•• - •• • •! • • -.•. • • -- 1•. FINAL BUILDING INSPECTION (L PLAN CHECK NUMBER: DATE: PROJECT NAME: ADDRESS: 1351 Fort Avenue PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: sfd NUMBER OF UNITS: 1 CONTACT PERSON: i11 I111iU$ CONTACT TELEPHONE: 729-4322 All departments INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED . DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: cJ6 : (o1r&,e2. / Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION 86-103 June 10, 1987 PLAN CHECK NUMBER: DATE: PROJECT NAME: ADDRESS: 1351 Forest Avenue, Carlsbadd CA PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: SFD NUMBER OF UNITS: 1 CONTACT PERSON: William . Billings CONTACT TELEPHONE: 729-4322 ALL DEPARTMENTS BY: SPECTE,29 INSPECTED DATE jw. 21987 APPROVED _if_ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED Costa Real Municipal Water District COMMENTS: Engineering Department (619)438-3367 Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire - 'S FINAL BUILDING INSPECTION ci PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: 86-103 0 1351 Forest Avenue D LN ATE: 6-8-87 PROJECT NO.: UNIT NUMBER: __________________ PHASE NO.: 1 TYPE OF UNIT: _______ sfd NUMBER OF UNITS: CONTACT PERSON: Bill Billings CONTACT TELEPHONE: 7294322 All departments DATE BY: _________________________ INSPECTED DATE INSPECTED: b9_f7 APPROVED DISAPPROVED DATE BY: _________________________ _____________ ______ INSPECTED: /''7 APPROVED ______ DISAPPROVED INSPECTED DATE BY: _________________________ INSPECTED: _____________ APPROVED DISAPPROVED COMMENTS: z414f _ j1- j Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ( ' 9101112 M. gg 1351 ForestAenue P.O Box 574 ••: ., • -Car1sbad, .CA.92008 June 91 1987 City of Carlsbad Engineerig Department 4 2075 Las Pairnas iDrive Carlsbad, CA 92008 He: Building Permit No. 86-103 (1351 Forest Avenue) Drainage across adjacent property (131+3 Forest Avenue) In ordernotrto sheet drain across 131+3 rorest Avenue, lying westerly of the ew homeat 1351 ForestAvenue, the owner, of said adjacent prbpery Brian G. NcInerny has • areed to the installation of a;five-inch pipe within the northerly twenty. feet of his property•to carry runoff water to the drainage ditch running along Forest Avenue. Brian G.McIneny. 3i11ia E. Billings (Owner l31+3 Forest Ave.) (Omer 1351 Forest Ave.) - - - r - • • • 4 - - ,• --, - - -•- •- .• 4' - • - - Rc1BERT J. ROYCE A.I.A. .4.: . ARCHITECTURE /PLANNING /INTERIORS February 2, 1987 - . ..,-. H 41City of Carlsbad •- . . . . . - Building Deoartment 2075 Las-Palmas Drive Carlsbad, CA 92008 . . .- .. ,- & --' Project Fôrest •Avenue House •. . . . 1351 oest:'.Avénue - - --. Carlsb.d, CA .92008 - Plan I.D.#86-l03 .• . - Dear Sirs-: - • I . -1 This letter is to confirm my review and .'approval for substitution oft Simpson cC-66 column cap at ;.W.-coriieriof garage with. Simpson C-66 orISimoson AC-66,;with,nailingas per manufacturers - 'recomnrnendations / 4 t f RJ-R:sdt- • . . - •- - • 4 -- -•. - -*. . .• - - - - - - 2956 Roosevelt St Suite 3 • Carlsbad CA 92008 • (619) 434-6259 -. o APPLICANT (]JURISDICTION []PLAN CHECKER 9 FILE COPY DUPS []DESIGNER ESGIL CORPORATION 9320 CHESAI'EAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: iiac, 2ø /%2 JURISDICTION: PLAN CHECK' NO: Y& - /03 40610-1 PROJECT ADDRESS: ''- '-'- PROJECT NAME: The plans transmitte&herewith havebeen corrected where. necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply D with the jurisdiction's building codes, hen minor deficien- cies identified . - are resolved and checked by building department staff. . The plans transmitted herewith have significant deficiencies E identified onthé enclosed checklist and should be corrected and ;resubmitted for a complete recheck. , The check list transmitted herewith is for your information D The plans are being held at Esgil Corp until corrected plans are submitted for recheck El ' The applicant's copy of the check list is enclosed for the'.. • jurisdiction to, return, to the -applicant contact person. • The applicant's copy ofthe check list has been sent to: E • Esgil staff dinot advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan checkhas been completed. Person contacted: • • " Date contacted: • Telephone # - • REMARKS c/,ec -,-m 01 - A 71//M(11 OQ:r/c ,rnz') • By: L1,r4 Enclosures:. • • • ESGIL CORPORATION - 'ley ",/4t' • •' •• • * ESGIL CORPORATION 9320 CIIESAI'EAKE'DR.. SUITE 208' SAN DIEGO, CA 92123 . (619) 560-. 1 468 - DATE: •MpH -ii, ;c., OT. JURISDICTION 'JURISDICTION: - []PLC LJFILE,COPY PLAN CHECK-NO: U DESIGNER PROJECT ADDRESS: i-5j E1' 'J •., •. :' PROJECT NAME: _______________________________ •: The plans transmitted herewith have beeñ corrected whre El necessary and substantially comply with the jurisdiction's building codes. - -' • : The plans transmitted herewith will substantially comply •. AM with the jurisdiction's building codeswhen minor deficien- cies identified -pjç . are resolved and - • checked by building department staff. 'The .plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. .- .•• The check list transmitted herewith is the jurisdiction's 0 : copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck.. U_ The applicant's, copy of the checklist is enèlosed 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 applicatit contact. person that. . i' plan check has been completed. . . Esgil staff did advise applicant that the plan check has Q been completed... Person contacted: Date contacted: /' Telephone #. REMAR 1i , r• •ATTD'(HLD I,'J&241L DE7: • —LI rQfc1m B F1iED i- .4 V A ) AY)IF- 4fl)ELQ17T7pi eE te F1 fjJ7, • ,• . -P&L iAA71bI'f' 4) /0 -PE Vrf 24-•I D /6,L - J 12 eprimj-,- .0 i &-*V BY:41 ENCL:_• ESGIL COPORATION -3/i/ . . /I4JbRA/t5 ACCEPTABLE HANDRAIL DETAILS [Section 3306 (j)J• 1W MIN. '/" 1W MIN. ACCEPTABLE HANDRAIL DETAILS [Section 3306 (j)J Section 3306 1982 EDITION UNIFORM BUILDING CODE (j) Handrails. Stairways shall have handrails on each side, and every stairway required to be more than 88 inches in width shall be provided with not less than one intermediate handrail for each 88 inches of required width. Intermediate handrails shall be spaced approximately equally across with the entire width of the stairway. EXCEPTIONS: 1. Stairways 44 inches or less in width and stairways serving one individual dwelling unit in Group R, Division 1 or 3 Occupancies may have one handrail, except that such stairways open on one or both sides shall have handrails provided on the open side or sides. • : : Private stairways 30 inches or less in height may have handrails on one side only. Stairways having less than four risers and serving one individual dwelling unit in Group R, Division I or 3, or serving Group M Occupancies need not have handrails. Handrails shall be placed not less than 30 inches nor more than 34 inches above the nosing of treads. They shall be continuous the full length of the stairs and except for private stairways at 'east one handrail shall extend not less than 6 inches beyond the top and bottom risers. Ends shall be returned or shall terminate in newel posts or safety terminals. The handgrip portion of handrails shall be not less than 11/4 inches nor more than 2 inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp corners. Handrails projecting from a wall shall have a space of not less than 11/2 inches between the wall and the handrail. . . NOT ACCEPTABLE NOTE: OTHER SHAPES MAY BE ACCEPTABLE IF THEY PROVIDE AN EOUIVALENT GRIPPING SERVICE. SEE THIRD PARAGRAPH Of SECTION 3306 (j). ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 S (619)560-1468 DATE: - iz, i9S 0 APPLICANT fjJURISDICTION JURISDICTION: CITY OF'CARLSBAD flPLAN CHECKER GFILE COPY PLAN CHECK NO: q UPS []DESIGNER PROJECT ADDRESS: PROJECT NAME . 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. The plans tansmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected - and resubmitted for a complete recheck. The check list transmitted hrewith is the jurisdiction's copy 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 t jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: - Esgil •st'áff did not advise the applicant contact person that plan check has been completed.' S - Esgil staff did advise applicant that-the plan check has •• E • been completed. Person contacted: ' Date cóntacted: • - Telephone # S REMARKS:- -- - BY:/g ••• ESGIL CORPORATIO PLAN CHECK2 NO. ______ t Date initial plan check completed: JURISDIION: CITY OF CARLSBAD - Jz - By:I?V JJi2_ - Applicant contact person: 'tO: 3EPr Telephone:'____________ - ?& Pot—Li p)ppj) PLEASE READ 92t)/7 Plan check is limited to technical requirements contained in the Unifóiin Building Code, Uniform - Plumbing Code, Uniform Mechanical Code, ' National Electrical Code and state laws TRLNE NO. ' regulating energy conservation, noise attenuation and access for the handicapped. ICLR:' _______________________________ 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. Present California. law mandates that residential construction comply with Title 24 PROJECT ADDRISS:'-' and the following model codes: ' 1982 UBC (eff.7/l/85) 1982 UPC (eff. 10/1/85) 1984 NEC (eff. 10/1/85) 1982 UMC (eff. 3/1/85) The above regulations apply to residential ' ' constructiori, regardless of the code editions 'adopted by ordinance. PLAN (X)RRION SHEET The items listed need clarification,' SINGLE FAMILY AND 1XJPL( DWRLLI*S modification or change. All items have' 'to be satisfied before the plans will be in Date plans received by jurisdiction: conformance with the cited codes and ' regulations. Per Sec. 303 (c), 1982 Uniform 2-27-C Building Code, the approval of the plans does not permit' the violation of any state, county Date plans received byEsgil Corporation or city law. To speed up the recheck process 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. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 2/13/86 A. PLANS '. Indicate distance from center line of street 'or alley to property line and distance from Please make all corrections on the original property lines to. proposed building. /tracings and submit two new sets of prints, and Section 302 (c). any original plan sets that may have been returned to you by the juriidiction, to: B FM PR01=09 . - Esgil Corporation, 9320 Chesapeake Drive, . 7'. Walls closer, than 3 feet to property lines Suite #208, San Diego, California 92123, shall be one-hour rated construction, have no (619) 560-1468. . .. * openings, and shall have 30 inch parapets when - the building floor area exceeds 1,000 square Please make all corrections on the original Qacings feet on any floor. and submit two new sets of prints, and , (Table 5. A. Section 1709'(a)). any original plan sets that may have been returned to you.by the jurisdiction, to: ', Projections, including' eaves, may not ,j)10. extend more than 12 inches into the 3 foot The jurisdiction's building department. , setback-from the property line. Eaves over required windows shall be not less than 30 Indicate on the Title Sheet of the plans, inches from the side and rear property lines. /the name of the legal owner and 'name of person • Section 1710 and Section 504 (a) and (b). responsible for the preparation of the plans. Section 302 (a) 7. . 3/1. Plastic skylights shall not be installed within 8' of an exterior wall located where Plans, specifications and èalculations shall openings in such exterior wall are prohibited or be signed'by.a California state licensed required to be protected. ' engineer or architect. (California Business and Section 5207 (a) 7. Professions Code) Projections, including eaves, shall be Specify on the Title Sheet of the plans, the one-hour fire-resistive construction, heavy /gross floor area of each eleiiént of this project timber or of noncombustible material if they including dwelling, garage, carport, patio, deck project into the 3' setback,area from the and balcony. Section 302 (c). - ' . property line. Section 1710. ' Provide a statement on the Title Sheet of Qe Show location of permanently wired smoke 9etecZr, plans that this project shall comply with ' centrally located in corridor leading , Title 24 and 1982 UBC, UMC, and UPC and 1984. to sleeping rooms or above stair if sleeping NEC . S rooms are on upper level. Section 1210. AT EDvfl 3 . Errk-1 LEtha_ , Submit fully dimensioned plot plan drawn to -. . iLl. A smoke detector shall be installed in the scale showing location, ize, and use of all basement of dwelling units having a stairway existing and proposed structures on the lot. . whih opens from the basement into the dwelling. Identify property lines and show lot dimensions Such detector, shall be connected to a sounding and all easements Show location, of all cut or device or other detector to provide 'analarm fill slopes and approximate finish floor which will be audible in the sleeping area. elevations for all structures and show , Section 1210. • S • ' elevations at all lot corners. Section 302 (c). . S - • . 2 C. FMM SIZES, LI, V1!IIATION AND GLAZD (I) Habitable rooms, other than kitchens, shall contain at-lest 70 square feet of floor area. Section 1207 (b).rtO-j 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 () 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)) O14' UJcJcOAi5 Ja') A At least 1/2 of the .common wall must be open and have an opening hot less than 25 sq. ft. 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 is at least 7 'feet and the longer side is at least 65% open. Section 1205 (a). 26. Provide mechanical ventilation capable of Providing five air changes per hour in - bathrooms, water closet cmpartments, laundry rooms andsimilar rooms if required openable windows are not provided. Section 1205 (a). 21. No habitable 'room, other than a kitchen, £ 11. be less than 7'0" in any dimension. Section 1207 (c). ~iuc-4 Show that ceiling height for habitable rooms is a minimum of 716". Section 1207 (a). /3. Show ceiling height for laundry rooms, !a1lways, corridors, and bathrooms is a minimum of 7,0". Section 1207 (a). .'1e. Dimension on the plans, the 30" clear width"-'.',- .' for water closet compartments and 24" clearance in front of water closet. Section 511 (a) 25 Specify safety glazing for glazing in ardous locations such as glass doors, glazing adjacent. to such doors and glazing adjacent to . walking surfaces. Section 5406. ()Glazing, in the same wall plane as a door, must be safety glazing if within 12" . of the door., and less ,than 60" above the walking surface, unless the glazing is leaded on faceted' glass. ' Section 5406 (d) 7. o4a 3. 0ri1 -1t 2LA iCi - rvS 4'. 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. ' 2,. ,Sleeping rooms shall have a'window or' exterior door for emergency exit. Sill height- shall not exceed 44" above the floor. The window must have an openable area of at least - 5.7 square feet with the minimum openable width 20" and the, minimum openable height 24". Section 120. 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 cleai height of 1 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. - , 3. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code - definition, a story. Section 1716. • D. S.' STAIRWAYS, MW RAflGS S Every stairway landing shall have a dimension, measured in the direction of travel, Floors above the second story shall have at least equal to the stairway width.- Iot less than 2 exits. Section 3303 (a). - Section 3306 (g). . Required exit doorways shall be not less. /8. A door may open over stairway landing than 36" in width and not less than 61 8" in provided the door, in any position, does not, height, and shall be capable of opening at least reduce the clear area of the landing in the 90 degrees. Section 33014(e). direction of stairway travel, to less than one-half the required width of the stairSiay. Provide 36" high protective railing for Section 3306 (g) orthes, balconies, and open sides of stair - landings. Openings between railings shall be 6. A door may open inward at the top step of a less than 611. Section 1711. stairway provided the top step is not more than 7 1/2" lower than the floor level. 1e. Show how guardrail connection details are SectiOn 3304 (h). adequate to support 20 pounds per lineal foot at aright angle to the toprail. Table 238. 110. Provide details of winding stairway complying with Section 3306 (d): Provide stairway and landing details. QCtion 3306 (b) & (c). , a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 Maximum rise 8" and minimum run is inches from where the treads are 9". - --, narrowest. Minimum headroom is 6'6". '- b. Maximum rise is 8 inches. C. Minimum width is 30". C. Minimum width is 30 inches. Q36. All handráils -per Sectin 3306 (j), shall 41. PrOvide spiral stairway details, per isfy the following: • Section 3306 (f): -S Provide -handrail for stairways with 4 a. Minimum run is 7 1/2 inches measured H or more risers. at a point 12 inches from where -the - - treads are the narrowest. Handrail shall be 30" to 34" above the S S nosing of treads b Maximum rise is 9 1/2 inches C. The handgrip portion of handrail shall Minimum headroom is 6 feet 6 inches. be not less than 1 1/4" nor more than --- 5 • 2" in cross-sectional dimension. .• L.1L Spiral--stairways may not be used-for (See attached): - * equired exits when the area servedis-greater than 400 sq. ft. Section 3306 (f). • 4 --- .• : 2/13/86 5 - I L/3 Spiral stairways must have a clear walking The maximum slope for a fire retardant space of 26 inches between the column and built-up roof, with rock or gravel surfacing, is handrail, show dimension. Section 3306 (f).' 3 inches in 12 inches, Section 3203 (e) 2. £14 Provide I C B 0 Research Report and Number 51. The minimum slope for a fire retardant or metal stairway, •or submit plans and built-up roof, with cap sheet surfacing, is 1/2 calculations and approved fabricator registered inch in 12 inches. Section 3203 (e) 3.. ' with the building department or note that the .stairway fabrication shall be done under special . 5/c. Specify minimum 1/4 inch per foot roof inspection per. the approved fabrication plans. slope for drainage or design to support Section 306 (a) 4B and Section 306 (f). , accumulated water.- Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. £y. In buildings over 2 stories in height, . . ., . .. provide 3/4 hour fire-rated assemblies for all Show roof drains and overflows openings in the exterior wall below or within 10 Section 3207 feet horizontally of an exterior stairway. An . exit balcony with 2 separated stairways is 6. skylight details to show compliance Provide exempt. Section 3306 (1). with Sections 3401 and 5207 or provide I.C.B.0. approval number. . Exterior stairways shall not' project into , . te 3 foot setbaëk from the property lines. . Plastic skylight must be separated from Section 3306 (n). . . each other by at least 1. feet. - Section 5207 (a) 6. The walls and soff its of the enclosed sable /7. space under interior 'stairs shall be Show attic ventilation. Minimum vent area $1 l/150 'protected on the enclosed side as required for . of attic area or 1/300 of attic area if 'one-hour fire-resistive construction. at'least 50% of the required vent is at least 3 Section 3306 (nn). ' . . feet above eave vents or cornice vents. Show required area and area provided. E. RDOFDG , . ' . Section 3205 (c). ' Specify roof slope. .. F. MASON 1$. Roof slope is not adequate for roof type - 4. Provide fireplace construction details or specified. Table 32-B; Section 3203 (h). ' note construction to be per attached fireplace standard drawing. Chapter 37. Specify roof material and application. Show veneer support and connections in teismic Zones 3 and 4, comply with Section 3002, Chapter 32. 6ho& lhcf roit o mee4l-f ardM ei roo4' j. 4, 5, 6, and Section 2515 (a) regarding ties and Specify I.C.B.0. or U.L. approval number #9 wire in horizontal joints or show - construction to be per attached sheets or roof materials not covered in U.B.C., e.g., 30-1 or 30-2. . .. ' - title, etc., Section 107: - - 11. Show height and cotstruction details of all ió. Openings between carport and residence masonrywalls. Chapter 24. require self-closing doors and stationary windows. Section 1214. 2. Note that cleanout openings shall be provided at the bottom of all cells to be grout 71. Show garage framing section, size of header filled over 4' n a single pour. Cleanout shall er garage opening, lateral cross bracing at - be sealed before grouting, after inspection. plate 1ine, method of bracing garage front, and Section 2414 (a) B. - holddowns if required. chapter 23. . Show floor and roof connections to masonry • NOTE: Maximum plywood diaphragm ratio of height walls. Connection shall resist 200 pounds per to width is 3 1/2 to 1. Table 25-I. lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in DoOrs may openinto the garage only if the Q0or wood, ledgers is not permitted. or landing in the garage is not more than Section 2312 (j) 3. A. 1/2" lower than the door threshold. Section 3304 (h). . 64. Provide details for damp proofing the undation walls, below finish grade, where i/. Provide an 18" raised platform for any FAU, useable space exists o& the interior side of the water heater, or other device in the garage, walls. Section 1707 (d). . . which may generate a flame or spark, UMC Section . Show a minimum 2" air space and flashing 508, UPC Section 1310 (a). - between planter and building walls. • H. jmnot xiimirrs Section 2516 (c) 7. 71.. Per soils report, note on the plan the G. TS GARACE AND CARPO • - soils classification, whether or not the soil is expansive, and note the allowable bearing value. 6. Garage requires one-hour fire protection on Section 2905 (c).6GE -th I 93 the garage side of walls and ceiling common to . •' the dwelling. Table 5. B. Section 503 (d). . The foundation plan does not comply with the soil report reconsendation for -this project. All elements supporting floor above garage, Please review the report and modify design, including walls supporting floor joists, to have notes and details as required to show one-hour fire-resistive protection on the arage. compliance. side. Section 503 (a). - - (68. Show 1 3/8" solid core self-closing door r)openings between garage and dwelling. 76. Provide notes on the foundation plan isting the soils report for recommendations • foundations, slab and building pad preparation. Section 503 (d). 9 4. Garages arenot permitted to open into a . room used for sleeping purposes Section 1104 . I ••, .4 S . 6 2/13/86 S .-. *) The'soils report recommends excavations be C77. 14. * Show'foundation sillsto be pressure reviewed by soils engineer. Note on the /treated, or equal. Section 2516'(c) 3. foundation plan that "Prior to the Contractor requesting 'a Building Department Foundation 8,4. Show foundation bolt size and spaCing.. - Inspection, the soils engineer shall advise the Section 2907 (e). building official in writing that: • 86. Specify size, I.C.B.O. number and 1. the building pad was prepared in ufacturer of power driven pins. Show edge accordance with the soils report, and end distance and spacing . Section 306 (f). - 2 the utility trenches have been properly backfilled and compacted, b. If required by structural calculations, and; •. show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). 3 the foundation excavations, formings and reinforcements comply with the t 8. If hold downs are required by calculations, soils report and approved plan". note on plan that hold down anchors must be tied f ?-iEO & So%LS -- • -, . in place prior to foundation inspection. 7. Show height of all foundation walls. Section 305 (e) 2. Chipter 23. i,I. Show.height of retained earth on all Show adequate footings under all bearing walls and shear walls. Section 2907 (b). foundation walls. chapter 23. .. b. Show on the elevations, stepped footings ó. If cut or fill slopes exist, show distance for slopes steeper than 1:10. of foundation to edge of cut or fill slopes and Section 2907 (c). show steepness and heights of cuts and fills. . . . Chapter 29. . . 94. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" Note on plans that wood shall be 6" tinimum clearance to bottom of girders. above finish grade. Section 2516 (c). Section .2516 (c) 7. . . Show pier size, spacing and depth into 2. Note on plans that surface water will drain undisturbed soil. Table 29-A. away from building and show drainage pattern and key elevations. - Section 2905 (f). - 0. Show minimum underfloor access of 18"x - .- . • • Dimension foundation per U.S.C. Table 29A: 24". Section 2516 - . 94. Show minimum underfloor ventilation equal Floors . -. to 1 sq. ft. for each 150 sq. ft. of underfloor, 5upported* Stemwall Width Depth area. Openings shall be as close to corners as - - 1 6" 12" 12" - practicable and shall provide cross ventilation 2 . 8" . 15" 18" on at least two approximately opposite sides. 3 10" • 18" 24" - Section 2516 (c). *Foundations may support a roof in addition to • S • • - the floors. Where only a roof is supported, use foundation for one floor. - J_ pFIuftJ L) - Specify that posts embedded in concrete 1,64. Show 1/2" minimum clearance between top - Shall be pressure treated per UBC Std. No. 25- plate of interior partitions and bottom chord of 12. Section 2516 (c). -. . trusses. (To ensure loading will be:as • designed). . S Show wall bracing., Every exterior wood E'd Show double top plate with minimum 48" t)splice. Section 2517 (g) 2.- . wall and main cross partition shall be . 5 •, .• . - braced at each end at least every 25 feet of 106 Show nailing will be in compliance with. length with 1 x 4 diagonal let-in braces or • le 25-Q.1#lLE Qeo'J,c'aJ V, p -r iôot. L6BL eqiivalent. Section 2517 (g) 3. . - . . Note cross'bridging or blocking. Floor ' 17. Show or note fire stops at the following locations perSection 2516 (f): ,loists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not a. in concealed spaces of stud walls and exceeding 8 feet, unless both edges are held in . partitions, including furred spaces, line. Sec. 2506g). , ' at the ceiling and floor levels and at 10 foot 'intervals along the length of Show blocking at ends and at-supports of the wall. . . floor joists, and for rafters at exterior walls. . • Section 2517 (d) 3. . - b. at all interconnections between , concealed vertical and horizontal . Show solid blocking at ridge line and at spaces such as, occur at soffits.-drop exterior, walls on trussed roofs. . ceilings and cove ceilings; Section 2506(g), Section 2517 (h). ' 0 C. - in concealed spaces between stair -. 40. .Show double joists. Floor, joists shall be stringers at the top and bottom of the dàubled under bearing partitions running run and between studs along and in parallel with the joists. Section 2517 (d) 5. , . ,. line with the run of stairs if the walls under the stairs are unfinished; 1/)1. Bearing partitions, perpendicular to and joists, shall not be offset from supporting girders, beams, walls or partitions, more than d. in openings around vents, pipes, the depth of the joist. Section'2517 (d) 5 . . ducts, chimneys, fireplaces and 102, Show rafter ties. . Rafter ties shall be similar 'openings which afford a passage for fire at ceiling and floor spiced not more than 4 feet on center and be " . levels, with noncombustible , just above the ceiling joists, where rafters and materials. ceiling joists are not parallel. . Section 2517 (h) 4. • Show stud size and spacing. Maximum edowable . • • stud heights; Bearing wall:' 2 x 4 and 13. Show rafter purlin braces to be not less 2 x,'6 max. 101 ; Non-bearing: 2 x 4 max. 14', 2.. than 45 degrees to the horizontal.. - x 6 max. 20'. Table 25-R3. ("c. 1R( LE t4 MO I ('thVW Section 2517 (h) 5. • • . rn)o) ,(3O Ft- 24 '('A(j,3, I ftObP 1LU(C /-4J C(\4 LLX4 L1"ov4,gtJ c3UT -- 199. Studs supporting two floors, a root and 'eiling must be 3 x 4 or 2 x 6 at 16" o.c. - • . - Table 25-R-3. • . 8' . , . • • - 2/13/86 0 • - • - - 0 10. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). ill Detail all post to beam and post to ting connections and reference the: detail to the plan. Section 2516 (ni). Qc112~Detail shear transfer connections, uding roof and floor diaphragms, to shear walls. Section 2513.E Specify nail size andspacing forall '.har walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I,'J, K) -' and Section 4713 (d). 14. Show 3" x 4" or 2" x 6" studs in first story of three story buildin Table 25-R-3. ils. Provide truss details and truss calculations for this project. Qcfaming Provide roof framing plan and floor plan. Section 302 (a) 7. LELtrM- 1117. Provide framing sections I Section 320 (a) 7. (') Specifyall header sizes for opening over i'ide. Section 2517 (g) 5. Vri Provide calculations for main vertical and zontal framing members and post footings. Section 302 (a)'7.CCk DJ(i]o,j oQaQt- Aio LRiii'Jfz, &ZJC - () Provide ca1culatios for lateral loads, 'shdar panels, shear transfer and related. Section 302' (9) 7. i2 6e.e. if QQ 121 Show on the plans all structural , quirements developed in the structural calculations. i I C&aci 122, Coluthis and posts located on concrete or sonry 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.- 4 3.- Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of appi-oved wood of natural resistance to decay or treated wood is used. - Section 2516 (ç) 4. . 1/4. Show location of attic access with minimum size 22" x 30". Section 3205. uS. Show draft separation for -attic areas between units in a duplex. Section 2516 (f). Wood stud bearing walls, with studs at 24" require 3 en. 2 x 4 or 2 ea. 2 x 6 or 2 en. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o.c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. f'rg'ckJ PLAAjS Specify plywood grade and panel i'dentification index. Table 25-N. B. When roof pitch is less than 3:12; design ridge as a beam.' Section 2517 (h). ' l9. If foundation cripple wall studs are less than 14" framing shall be solid blocking. Section 2517 (g) 4. - - -' t •,_ .'. In ' ?L CL/iQL1 - 4lLi 'cm. o'.i,-o'FPorjj -t' PPTEQ OEi2 OrJUJ. - gEtAIr)(' )U W1A'1 t-JE t(- 12 - EDLcfl riQ (L IATiQ CF — SOiL- YT1 9 2/13/86 191).. Cripple wall studs exceeding 4 feet in lid).. Show minimum 30" deep unobstructed workihg height shall be 3 inch by 4 inch or 2 inches by space in front of furnace. Section 505; UMC'. 6 inches when supporting 2 stories Section .2517 (g) 4. , * 141 Note on plans, clearances to be per mañ.ifacturer's listing. Section 504, UMC. Q131 , Show plywood sheathing over exposed eaves, ther weather exposed areas, is exterior lit. Furnace shall not be, installed urderany ' grade. Section 2516 (g) 3. . stairway. Section 704 UMC. - 112..Show a weep screed at the foundation plate 113 Furnace shall not be installed in any line on all exterior and stud walls to be• bedroom, bathroom or. in A closet or confined stuccoed. Section 4706 (e). . space with access only through such room, unless 0 0 specified as direct ventappliance, enclosed - • 0, 1/3. Show corridor width to be minimum 3611. furace or electric heating appliance. Section 3305 (b). section 704 UMC. 1/4. Specify truss layout for 30" x 30" attic. l. Show I.C.B.0. 'approval number for prefab access. fireplace. 0 Ridges, hips, and valleys shall be at 1,5. Show access to. the attic or underfloor 1!'east one size larger than supported rafters. furnace to be minimum 30 inches by 30 inches. Section 2517 (h) 3. Section 708 & 709 UMC. ].6. In open beam construction, provide strap i4. Note that passageway to the attic furnace ties across the beams at the ridge support. shall be unobstructed' and have continuous solid . 0 Section 2501 (b). . . . flooring not less than 24 inches wide. ' Section 708 UMC. J. MECHANICAL 0 , 0 . 1t7. Show permanent electrical outlet and • All heating, ventilating, and cooling Systems , lighting fixture controlled by a switch for the and appliances shall comply with the Uniform attic furnace Section 708 UMC. Mechanical Code. l. 0 Show details to comply with Section 709 137 Show the size, location and type of all. for furnace under the f loor,, or Section 710 for heating and cooling appliances or systems. 0 roof or outside furnace. Show source of. combustion air to furnace, (c) -Note on plan: Gas vents and per Chapter 6, UMC. . noncombustible piping passing through three S , 0 floors or less shall be effectively draft • i4. Every dwelling unit shall be provided with stopped at each floor or ceiling. 0 0 hating facilities capable of maintaining ,a room UBC Section 1706 (a) 6 temperature of 70 degrees F. at 3 feet above the . . . floor in all habitable rooms. Show basis for * compliance. UBC. Sec. 1211. t . r I 10 * 2/13/86 K. ELICAL (NATIONAL ELTR1CAL (X)DE) All wiring shall comply with the National Electrical Code. 150 Show on the plan the amperage of the e ctrical service, the location of the service panel and the location of any sub-panels 11. Show location of all electrical receptacles. 151. Electrical rcptacle1ocaticns'and/or s cing is not adequate in Li)lOf , ?r'.1 f2hyi1 r4 Ali1's 13. Show at least one convenience outlet other. than outlets for laundry, etc., outdoors, in garages and,basements. Nec. Art. 210-52. 1 'Le'. Note convenience outlets, in bathrooms, outdoors, and in g'"ages and' basements (other than for laundry and similar equipment) shall be GFI protected, NEC Art. 210-8. ' 155 Note electrical system ground to be p ovided per NEC, Art.. 250-81. L. PLThBING (UNIFOM PLThi8ING ()DK - (1D56 Show water heater size, type and location on plans. UPC, Section 1310. Show source for providing combution air t fuel burning water heater. If wall opening 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 t,elve inches. UPC, Section 1307. 18. Fuel combustion water heater 'shall not be, installed in bath or bedroom or in a closet opening into bath or bedroom. UPC Section 1309. 15'9. Provide adequate 'barrier to protect water heater from vehicle damag." UPC Section 1310 Q616O w Show T and P Valve on water heater and route of discharge line to exterior. UPC, Section 1007 (e). . :.. 161. Provide dryer vent to' outside. UMC, Section 1903.' ' ' ' • sr)inkler Note on the plar that hose bibbs and lawn systems shall have approved backf low prevention devices. UPC, Section 1003. 43. Shower stall shall accommodate a 30' circle and have a minimum floor area of 1,024 sq. in. UPC 909 (d). N. i)ISE INSULATION (J)PL) 14. Show details of duplex'common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 deciblés and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. ' J5. Show how penetrations of assemblies for ping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. 14. Provide insulation in sallà and ceiling to' achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. N. XNXWT CONSERVATION: PLEASE READ Stte regulations (California Admin. Code) require that the design satisy one of. the attached alternative energy packages or submit calculations. The law also requires that many : mandatory conservation items be satisfied. 1,Ø'7. Show on the Title Sheet of the plans; the required elements of the alternative energy package that was selected, and next to each element show how you are complying with each element. If calculations were used, provide sinilar data on the plans. . Ee The plan 'sheet showing the required ments of the selected energy package, and listing the design elements showing compliance with that selected package, must'be signed by either the owner or a licensed professional i.e., architect, engineer or contractor. A design professional must note his/her state license number. Section 1403 of Title 20: 19: Show on the plans the "R" value for the walls, floors, ceiling and related areas. 110. Show double glazing as per: Energy Design, on Glazing Schedule. ll. Show on the plan hoi shading requirements are satisfied. C172) The plans are not in compliance with the energy conservation compliance package selected '. or design calculations provided. Show on plans. conformance as follows: A.41fl Ik'- f'-Eo , L424;7 Fi.)e ttU -1 tO l?\ 9 17/3. Specify on the buildingplans, all, of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements".. ............ Show the size, type, make, model and oc 174 ),tion of the space heating (or' cooling)' system and provide energy calculations if the output BTU/Hr. exceeds 45,000. ,O. CARLSBAD S.F.D. & DUPLEX SUPPL41I 1,15. Energy conservation design should be for Zone 7 . See attached energy packages. 16. Floor drains must have auto-prime (city policy). .@7 Note exhaust fans cannot be ductless type (city policy).. - 118. 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). 1709 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). QAll piping for present. or future solar' er heating must be 'insulated when in areas that are not heated or cooled by mechanical ' means.(city policy). ll. Incorporate the waterproofing details, on ,he attached Policy 80-8, where interior living ' space occurs below grade at the masonry . wall(s).,, 1 '2. Show on the Title Sheet on theplans, the information required by the attached Developmental Services Sheet 102683. 183 All new residential buildings, including itions, require a soils report. Please submit two copies. - 14. Heavy timberframing, minimum 6" x 10" •' beams and minimum 8" x 8" post, for the structural beam and column supportihg the fire S eparation .between the garage and living area above, is acceptable if shown on the plans (city policy). 5. Please see additional ccrrections, or remarks, on the-following page. -.. The City of Carlsbad has contracted with Esgil Corporation located at 9320 'Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468p to perform the - plan check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. If you have any questions • regarding City Building permit procedures, • •. please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue; - • telephone 619/438-5525. Thnk you. - Enclosures 1. .- •• •• - •' .• • 13 2/13/86 p - p X Dates -3-u- CITY OF CARLSBAD Prepared by: v- Bldg. Dept. 6?'1 rrL VALUATION AND PLAN CHECK FEE o Esgil PLAN CHECK NO BUILDING'ADDRESS - E•-r /). APPLICANT/CONTACT -- PHONE NO. 134- zs BUILDING OCCUPANCY - f2 /M k DESIGNER PHONE.____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE__________ BUILDING, PORTION BUILDING AREA VALUATION MULTIPLIER ,VALUE LJi, A 6-So n Air ConditioninE - - - Commercial Residential Res. or Comm. Fire SDrjnklers .- * Total Value ' t. Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) - DHandicapped Regulations (Fee x 1.065) Building Permit Fee $_ Plan Check Fee$ __- _$ _-D24 2173 .00MMENTS -. - - - - - - 0/4/82 AS t PLAN CHECK NUMBEmd3 ADREESS DATE PLAN N INGS/O SCHOOL FEES:' SAN DIEGUITO ENCINITAS CARLSBAD SAN MARCUS SETBACKS: FRONT SIDE REAR DISCRETIONARY ACTIONS: S REDEVELOPMENT PERMIT REQUIRED: : N LANDSCAPE PLAN COMMENTS:______________________________________________________ ENVIRONMENTAL REQUIRED:_____________________________________________________________ ADDITIONAL COMMENTS: ENGINEERING LEGAL DESCRIPTION VERIFIED? A4.Q- APN CHECKED? S _____ S PARK-IN-LIEU. QUADRANt045fI , FEE PER UNIT:_________ RIGHT-OF.WAY:.OLc--__- S TRAFFIC I1PACT FEE PER UNIT:..J/A EASEMENTS ,y'_ J21*wt__OK - - DRIVEWAY ii.uk 4wc4 Q2443' -- __ &h ) • - FIELD CHECK DATE: 3 8(o •INITIALS:' -- - vi) YW S I • E.D.U.:jli 21\+..L • - SEWER:1 5t23O INDUSTRIAL WASTE PERMIT: Gm JtiJA TRADING PERMIT: !, •. uri2vt. S GRADING COMPLETION CERTIFIED: - DRAINAGE:1___ S 55 ADDITIONAL COMMENTS: frOD2-4i'.q j_6 /4 .&2 -;5. - • S. : OK TO ISSUE:DATE 3 _ - DPD2 DPD6 01/86 I I/Al I/Al i MV ENGINEERING, INC. . V 2450 Vineyard: Avenue, #102 V 4 Escondido, California 92o25-133O V V Job #1370-86 October 17, 1986 ( Mr. ,Wii1iám Billings V V V - •V V P.O. Box 574 V V V• V: V Carlsbad, California 92008 COMPACTION REPORT FOR ROUGH GRADING CONDUCTED ON SITE V VLOCATEPAT 1351 FORRETAVENUE, CARLSBAD, CALIFORNIA V V V V V In accordance with your request, this report has been prepared V •to establish the degree of compaction of the compacted fill as tested by,MV Engineering, Inc. betweenVSepternber 24, 1986 and V October 811 1986. Prior to grading operations the VsiteVinVthé immediate vicinity of the proposed pad was cleared of biush and vegetation. During V grading', adequate keys were made into undisturbed natural ground V and the, fill was placed in sixto eight inch lifts and compacted by means of a V sheeps foot roller arid heavy construction equipment. A'laboràtory compaction test f or each'soil type, was performed V to determine the maximum dry density and optimum moisture in V accordance with ASTM D-1557-78, Method A. -.Field dersity tests.were performed in accordance with ASTM V D-1556-64, sand-cone method. Moisture content-was determined for each density sample. V V • • V V The rsu1ts of these tests are shown on the attached 'sheets. All fill slopes are susceptible to erosion due to rainfall or - V undirected runoff and therefore should be protected by planting V or other erosion control measures. Berms should be, constructed V along the top edges of all VfillVslopes: - Brow ditches-should be constiucted a1ongthe top of all cut V V slopes sufficient to guide, runoff away from the building site V and adjacent fill slopes.- Footings placed.within five feet of the -top of fill slopes should V be extended to a sufficient depth to provide a minimum horizontal distance of five feet from 'the bottom outside edge of the footing V to the fill slope.surface. - - 0 • , V - . •. Mr 'William Billings Page2 . • - :. ,. '' October -17, 1986. The owner/developer is responsible to insure adequate measures are taken to.properly.finlsh grade the building pad after.the structures and other improvements are in place, so that the drainage waters from the improved site and adjacent properties are directed away from the foundations. Proper drainage .will insure that no waters will-seek the level.of the bearing, soils under the foundations', which could result in undermining, and differential settlement of the structures and improvements. Site preparation and grading was conducted in'subs'tantial con- formance with Alternative A of our Preliminary Soil Investigation .Report 'dated June 19, 1986. Foundation recommendations put forth in that report should be adhered to and are restated 'as follows: f- Normal footinggeometry per Uniform Buidling Code to-be used (i.e.) 12 inches wide and 12 inches deep for single-story. and 15 inches, wide by 18 inches deep for two-story.' 1 2 - Minimum fouhdation reinforcing to include two #5 reinforcing rods in all footings. Place one #5 rod.three inches. above the bottom of the footing arid.one #5 rod three inches below the top of the :footing. Use 6x6/10xl0 welded wire mesh placed mid-height in all slabs. - •, ' . The, attached drawi'ng details the location of cijts, fills and locations of the density tests taken,' and is applicable to the site at the time this report was prèared., .- . . 'Should you ,have any questions or clarification be necessary, please feel free to contact us at, your convenience. . Referenc-e to ourJob #1370-86 will help to expedite-response to,your inquiries. We'appreciate. this opportunity-to be of servic&toyou. MV ENGINEERINC, INC Ralp RCE #25115 RMV/tc I , enc . . • , . .'. . .,•. . . MV ENGINEERING, INC. • .. 2450 VINEYARD AVENUE, ,#102 • ESCONDIDO, CALIFORNIA '92025-1330 •' 6191743-1214 SOILS TESTING PERC TEST . PARCEL MAPS , GRADING PLANS JOB NO. 1370-86 NAME _Mr. William Billings -LOC. Forrest Avenue,Carlsbad -. TEST RESULTS - ..V V .j - • V - Laboratory Compaction Tests Soil Type 1 - red brown silty sand Maximum Dry Density 135.1 pcf . . V 'Optimum Moisture 7.8 Soil Type.2 - brown silty sand with rocks (import) V • - V • Maximum Dry Density 130.0 pcf Optimum Moisture r . - V 10.3 - % •' t - - V ' - V Field Density Tests:. Location Test Height of - , , Field r- . .• - V Field Dry - Lab Dry .' V•V - % Relative Date (Station) No Fill Tested Moisture Density . Density Compaction Comments 9/26/86 Upper Pad 1 - +2' 9 4 124 5 135.1.' , 92'.2 10/3/86 Lower Pad 2 0' 11.0 122-.2 135 1 90.5 ' Undercut 2' 10/3/86 Upper Pad 3 +4' . 11 4 111 3 V 1300 - """'85.6 10/3/86 Upper Pad 4 +5½' 9 3 118 8 130 0 91 4 10/3/86 Upper Pad 5 +5½' 10.9 123.9 130.0 92.5 10/3/86 Lower Pad 6 +1½' F G 10 ..8 117.0 130.10 90.0 10/8/86 Lower Pad 7 0 F G V - V V V ' 'V V 10.7 - 122.9 -. . - - 135 1 V 91.0 V Undercut 2' -' • • V • EINRRNLII U•IlikIIl .. No. 1370-86 U•IWNII 9/2 5/8 6 Ilk U... 1I1u .- . Forrest - Avenue, - S .. U... Fill 1 —130MMENNEFAMERMII __'iUiUIVUlisual Description: -S k1k Sample No. Hole No. 1 120 Laboratory Compaction 5 x 25 ASTM 1557-70-A- MEN MEN UNU•UUUUUUIlIi Maximum U Ll U 12 , 7- 0- 110 La I 101 115 Nag ptimum Moisture: 7.8. Test Con d ucted .r.I MEMO M ME M __U.UUU.UU.U....IU..UUIULW.h. I 105 100 I••RU••U•U•IU. i............. Percent MoPsture MN ', INN IEEE 0 MEN owmiolkm UUllUUUi UUUNUSILI Trial No. Sample + Mold Wt. Wet Density Wt. Moist Sample Wt. Dry Sample Percent Moisture Dry - Density 1 14.49 ]1s 132.0 pcf 100 ams 95.4 gins 4.8 126.0 pcf 14.89 lbs 144.0 pcf 100 gins 93•3 gins. 7.2 % 134.3 Pcf 3 m— 14.90 lbs 144.3 pcf 100 yms 91.2 gms 9.6 131.7 pcf lbs pcf gins grns pcf lbs pcf gins gins pcf Mold No.: 3 Volume: 1130 cu.ft: Weight: 10.09 lbs. 140 Job No. 1370-86 IIIiIT Date: 10/3/86 13 - - - - - - - - Job Name: Mr. William Billings - - - - - - - Location: Forrest Avenue, Carlsbad 130 125 120 U 115 ;i 110 VisuaF Description:brown silty sand with rocks (import) - Sample No. 2 hole No. Depth By S.J.M. Classification USC: Laboratory Compaction 5 x 25 - - ASTM 1557-70:-A Maximum Dry Density: 1300pcf \Optimum Moisture: in - r\Test Conducted by: ;.w. 105 10 I II I I • Percent Moisture I I 5 JO 15 20 Trial No. Sample+ Mold Wt. Wet Density Wt. Moist Sample Wt. Dry Sample Percent Moisture Dry Density 1 14.88 lbs 143.7pcf 100 -gms 88.8 gms 11.0 % 129.46pcf 2 14.78 lbs 140.7 pcf 100 gms' 88.2 9fl1S 12.0 Pc f 3 14.62 lbs 136.2 pcf 100 gms 92.3 gms 8.0 126.11pcf lbs pcf - gms gms % pcf lbs pcf yms gms, pcf Mold No.: -3 JVolume: 1/30 cu.ft. Weight: 10.09 lbs. M V. ENGINEERING INC. / 2450 VINEYARD AVENUE,STE 102 ESCONDIDO, CA 92025-1330 .RALPH -VINJE, VAIL: 13 o:j-, JOB 1370-96 _BY: M 15 SHEET: kcl OWNER/DEVELOPER LEGAL LEGEND Mrs \/\/ILLlPfv B%LLSGS I-iio-7? cD DcNcir(1icr Poox57q - CAPLSD, (:A, q 2,0 0 - ATTENTION PROPERTY OWNER: An 'owner-bjildér" building pemit has been applied for in your name and bearing your signature. Please complete. and return this information ,in the envelope provided at ydur earliest opportunity to avoid unnecessary delay,in processing, and issuing your building permit.. No building permit will be issued until this verification Is received. 1. I personally-plan to provide the major labor and materials.forconstruction of the proposed property improvement (yes or no) -Yes . S 2.I (have/have not) - signed theipplication for a building permi 1. t. I have contrcted with the following person (firm) to provide the proposed construction Name 'Phônè Address /o?.? 1 a Contractor,s/11cense No. 20 g City I plan to provide portiohs of the work, but I have hired the following person to coordinate, supervise and provide the major work. Name 2z1c-t2erccv J,- - Phone Address/oft 72reA rc./- ç//0, Contractors License No. City 5 I will provide some of the work btt I have contracted (hired) the following persons to provide the work Indicated Name Addres Phone - Type of Work 'I •?. - At Signedf Prooerty Owner Social Security Number Date EACH SUBCONTRACTOR WILL BE INSTRUCTED TO OBTAIPIA CITY OF CARLSBAD BUSINESSLICENSE AND FURNISH-SA CERTIFICATEOFWORIAN'S'COMPENSATION TO THE CITY OF CARLSBAD. I flu ti a 1 S DEVELOPMENTAL 1200 ELM AVENUE SERVICES CARLSBAD, CALIFORNIA 92008-1989 BUILDING DEPARTMENT - (619) 438-5525 CLtpofCartSbab Dear Property 0wner: - An application for a building permit has been submitted>thyour name listing-yourself as the builder of the property improvements specified. Foryour protection you should be aware that as "owner-builder" you are the responsible party of record on such a permit. Building permits are notrequlred to be signed by the .prooertyowners unless they are personally performing thei r own work. If your work is being prformed by someone other thanyourself, you may protect yourself from possible-1iabilityifthat person applies for the proper permit in his or her name. .. - '-. Contractors are required-by law to be licensed and bonded by the State of California and to have a business license -from the-.0ty of CaVTSbaó. Thy.. are.. also required-by. 1ata put their license number on all permits for which they apply. If you plan to do your awn work, with the exception of vioust'ades that you plan to subcontract, you should be aware of the followihg information fovyourbenefit and pro- tection. If you employ or otherwise engage any persons other than your immediate family, and the work (Including material. and other osts) is $20O-ormorefor the entire project, and such persons:ar.:nat;J.censed as contractors or subcontractors, then you may be an employer. If you are' an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income withholding, federal social security taxes, workers compensation Insurance, disability 1nsurncecOsts, and unemployment contributions..-There may be financial risks for you if you do not carry out these obligations and these risks are especially serious with respect to workers' -compensation insurance. - - For specific information about your obligations under federal law, contact the Internal - Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents.' * If the structure is intended for sale,. property'owners who are not licensed contractors are allowed to perform their work personally or ,through their-own employees, without a licensed contractor or subcontractor,. only..under limited conditions. - - . A frequent practice of unlicensed perons professing to be contractors is )o secure an "owner-builder" building permit, erroneously implying that the property over is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their ownwork personally. Informa- tion about licensed contractors may be obtained by contacting the Contractors State License Board in your .coninunity or at 1020 N-Street, Sacramento, CA 95814. PLEASE .COMPLETE AND RETURN THE ENCLOSED OWNER-BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS.... THE. auiLUG PERMIT WILL NOT BE ISSUED'. UNTIL THE VERIFICATION IS- RETURNED. • . • • - Very truly yours, . Building Department' • . . . City of Carlsbad • .