The URL can be used to link to this page

Home My WebLink About2280 PLAZUELA ST; ; 83-51; PermitI hereby affirm that I m licensed under - provisions of Chapter 9 (commencIng with Section 7000) of Division .3 .of the Business I and Professions Code, and my license is in I full force and effect. L -. lic. No. ___________ Class I hereby affirm that I am exempt from the Contras -tot's Lii.eiise Law fin [lie following ieassn (Sea. 7031.5 Business and Professions Code: Any city or county which re-quires a permit 10 roust mel. alter, improve, demnusli, or repair any structure, prior toils issuance also requires the ap-yliount for ouch permit to ills a signed cistemunt that he is licensed pursuant to the provIsions of the Contractor's - . License Law (Chapter 9 commencing with Section 7000 of Division 30f the Business and Professions Code) or that is ex-empt therefrom and the basis for the alleged exemption. Any violation of Section 7031,5 by an applicant for a permit sub-Ini.Is thu pptlurit to a doll usually ci eel ifultiti Iliac tiv tieS dred dollars ($500). I. as owner of the property, or my employees with wages 15 as their solo compensation, will do the work, and the niruc- tore is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does 5 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 lot end- us ed or offered for sale, if, however, the building or improve- Z mont is sold within one year of completion, the owner-builder will have the burden of proving that he did net build or Im- prove for the purpose of sale). - - I, as owner of the property, am excluaively 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 [in-proves 'thereon. and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License .Law). -. 0 As a homeowner lam Improving my hsme, and the follow-ing conditions exist: The work is being performed prior to sale. I have lived In my home for twelve months prior to completion Of this work. - I have not claimed this exemption during the last three years. tarn exempt under Sec. ' ,B & P.C. for this reason .- - (a, 0 cc (.7 us 0 D I hereby affirm that Ihave a certificate of consent to sell.insure. or a certificate of Workers' Compensation Insurance, ore certified copy thereof (Sec 3800, Labor Code). POLICY NO. -. - Z 0 COMPANY I- 4 o Copy is filed with the city. U, Z L1.1 0 Certified copy is hereby furnished 0. 0 - - CERTIFICATE OF EXEMPTION FROM (7 WORKERS' COMPENSATION INSURANCE. - A (This section need not be completed if the permit is for one hundred dollars ($100) or less) I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California NOTICE TO APPLICANT, If, after making this Certi-ficate of Exemption, you should become subject 10 the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked - -- I -r 0 I hereby 'affirm that there is a construction I - lending agency 101 the performance of the work for cal which this permit is issued (Sec 3097, Civil Code) Lender's Name' - L Lender's Address ri .a'r flwl I einimir wrei aciliw . RRFtit LIAflIS APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. - CARLSBAD BUILDING DEPARTMENT - APPLICATION & PERMIT - 1200 Elm, Carlsbad, California 92008-1989 (619) 438.5525 .JOB ADDRESS AV. ST. DATE OF AP LICATION :97 c7'Eg7 RD. OWNERS.NAME • a,#p OWNER'S PHONE, CONTRACTOR , . , cONcTqfn 1 s:poNE... V UATION PERMIT NUMBER ZONE oWNtrIc MAIIJNC ADDRESS 8' t'c cñ a CONTRACTORS ADDRFSS ., LICENSE NO.. . PLAN I.D. # LOG USE CODE LOT I BLOCK SUBDIVISION I' AESSOR P C 0. I -'."-JW-c?3 DESIGNER DESCRIPTION orwonle LICENSE ol STANDARD PLAN # BUILDING SO. FOOTAGE dad c -,,5y€c'c.r/o,I . DESIGNER'SAODRESS . DESIGNERSPHOI1E . - /38(C9&9 ' .74LI'1I DOCØ iaiei €3 Not Valid Unless Machine Certified - F/P FLReLEV. YO NO NO OGP EDU CENSUS TRACT GP LAND USE PA KING SPACE ( RES UNITS GRADING PERMIT ISSUED YO N 0 VELOPMEN1_ AREA vO N TV E1 N 0CC LOAD / FIRE SPR vO N CITY PLUMBING PERMIT - ISSUE QTY. MECHANICAL PERMIT - ISSUE 3'—.x SUMMARY/ACCOUNT NUMBER - fEACH . :i FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100.000 BTU 4. BUILDING PERMIT 01-00-00-8220 (01 CHBUILOING SEWER -- - OVER100,000 BTU ' - ' WATER HEATER AND/OR VENT - SIGN PERMIT 01-00-00-8221 H BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 01-00-00-8806 EACH GAS SYSTEM 1 TO 4 OUTLETS - - BOILER/COMPRESSOR 3-15 HP . TOTAL PLUMBING 01-00-00-8222 J1i ,iJ EACH GAS SYSTEM 5 OR MORE - . - 'METAL FIREPLACE ,- - - ELECTRICAL 01-00-00-8223 - EACH INSTAL. ALTER. REPAIR WATER PIPE . VENT FAN SINGLE DUCT - MECHANICAL 01-00-00-8224 - EACH VACUUM BREAKER . MECH EXHAUST - HOOD/DUCTS . MOBILEHOME 01-00-00-8225 - WATER SOFTNER , - RELOCATION OF EA FURNACE/HEATER. ' . - MOBILEHOME PARK INSP -- EACH ROOF DRAIN (INSIDE) _:___ ' - SOLAR 01-00-00-8226 -. - '- TOTAL MECHANICAL - . - . /J. ' STRONG MOTION - 80-92-33-0519 10,4 - - TOTAL PLUMBING ...J ? - FIRE SPRINKLERS -. - 01-OD-00-8227 QTY. i ELECTRICAL PERMIT -ISSUE QTY. SOLAR - ISSUE . / PUBLIC FACILITIES FEE 32-00-00-8923 BRIDGE FEE NEW.CONST EA AMP/SWT/BKR - - k,J3 COLLECTORS . - ... SCHOOL FEE - DISTRICT - ").PH '. ' 3 PH . - STORAGE TANKS Carlsbad 80-92-21-0519 EXIST BLDG EA AMP/SWT/BKR - ROCK TORAGE - ' - / Encinitas - ' - 80-92-22-0519 1 PH - '3 PH - - . PUMP - ,- / San Dieguito 80-92-23-0519 REMODEL/ALTER PER CIRCUIT . PLAN CHECK FEE - / - anMarCoS -' ' 80-92-24-0519 TEMP POLE' 20OAMPS - OVER 200AMPS ' . - ' - 1 '. - TEMP OCCUPANCY 130 DAYS) - , , - / - TOTAL ELECTRICAL - - - - - . - TAL SOLAR TOTAL FEES PAYABLE Y - T . E Every per Mit issued by the hi 1 A `HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREB xpira I Building Offi&ij, J~60~'Iheprovlsibh!10 I Is *'AN.OSHIA-PER1111111ITAS.111EQUIRED FOR EXCAVATKMS OVER àEF1TIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE limitation and become null and void. It the budding or work : .-T' 50'0P p€MOLmoN OR CONSTRUCTION OF authorized .DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY ANDAGREE IF A PERMIT IS permit or if the building owe authorized $ such permit is not commenced within 180 ysfro7$ :... STRUCTURES OVER 3 STORIES IN HEIGHT 'ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at any time Jar the work in commenced to i per of'I80'd - ' - STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND - . -. -. ... APPROVE'I BY. KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APPLICANT'S SIGNATURE WNE -'-- CO-4TRAGi 4J .'EXPENSES WHICH MAY IN ANY GRANTING OF THIS PERMIT. WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE j It - - oJ so U- >. so 0 0. E so I- -D 0 C!, 15 so 0 0. 0. B-, 0 0 a, 0. in C rICLD INSPECTION RECOflD - REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES INSPECTION. REO. IF CHEC KED INSPECTOR'S gVAL s DATE ox owAw&,gQp SOILS COMPLIANCE n .ae&'n dd1Thfr i(1 A44'C/4€..-. PRIORTO . FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY PILES' CAISSONS 1 INSPECTION TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY #4d/Z fld GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING FRAME EXTERIOR LATH ' INTERIOR LATH & DRYWALL PLUMBING -- SEWER AND BL/CO 7ç1 3 I?576 PLUMBING UNDERGROUND / PLUMBING TOP OUT TUB AND SHOWER PAN GAS TEST 10 - ELECTRICAL TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC ELECTRIC SERVICE BONDING G. F. I. - SMOKE DETECTOR MECHANICAL DUCT & PLEM.. REF. PIPING HEAT - AIR COND. - SOLAR SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION IVHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. I hereby affirm that i am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division ,3 of the Business and Professions Code, and my license is In full force and effect. Luc. No. __Class I hereby affirm that I am exempt from the Contrac-tors License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re-quires a permit to snnctruvi. after, improve dnmolich, or repair any structure, prior to its issuance also requires the ap- plicant for such permit to file a signed statement that he is licensed pursuant to the provisians of the Contractors License Law (Chapter 9 commencing with Section 7000 at Division 301 the Business and Professions Code) or that is ex- the refrom and the basis for the alleged exemption. Any violation 01 Section 7031.5 by an applicant for a permit sub- iecis the applicant to a civil penalty at net more than live hun- dred dollars ($500). O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the struc-ture is not ielcndcd or nllcrcd for 301c (Soc. 7044, Business and Professions Code: The Contractor's License Law doesnot apply to an owner of property who builds or improves thereon and who does such work himself or through his own emplayees, provided that such improvements are not intend-ed or offered for safe, if, however. the building or improve- ment is sold within one year at completion, the owner-builder will have the burden of proving that he did not build or ins- prove for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner 01 property who builds or Im-proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). As a homeowner lam improving my home, and the fallow-ing conditions exist: The work is being performed prior to sole. i have lived in my home for twelve months prior to completion 01 this work, i have not claimed this exemption daring the last three years. O lam exempt under Sec. . B& P.C. for this reason 80 w —a lxi Z 0 Z 0 0— z 'Ii 0. 0 U O i hereby affirm that I have a certificate of consent to self-insure, or a certificate of Workers' Compensation insurance, or a certified copy thereof (Sec. 3800. Labor Code). POLICY NO. _ -- COMPANY C Copy is filed with the city. C Certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (Thus section need not be completed it the permit is for one hundred dofiars ($100) or less) 0 i certify that in the performance of the work for which this permit is issued, i shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California NOTICE TO APPLICANT: if, after makin3 this Cent I ucate of Exemption, you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked 01 r -o I hereby affirm that there is a construction lending agency for the performance 01 the work lot a which this permit is issued (Sec 3097, Civil Code) Lender's Name ,sAdclresS her DAlI DAILY SCSI AIIIV B DDCCC UADfl APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. 'CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 1200 Elm, Carlsbad, California 92008.1989 (619) 438.5525 JOB ADDRESS . . AV. ST. DATE OF APPLICATION d Z2eFO PZ4 2ijL,4 7%á/3 I - OWNER'S NAME OWNER'S PHONE CONTRACTOR . " ,' p,e/sgs 4'J4 BUSINESS LICENSE # CONTRACTORS PHONE N VALUATION PERMIT NUMBER 5/7 ZONE OWNCfl3 MAILING ADOflCCG 104i'frA c C141 kONTRAr,TOR'SACSDRFSS LICENSE NO. PLAN I.D. # BLDG USE CODE LOT BLOCK SUBDIVISION ASSESSOR PARCEL NO, DESIGNER DESCRIPTION OF WORK LICENSE # STANDARD PLAN # BUILDING SO. FOOTAGE - - DESIGNER'S ADDRESS DESIGNER'S.PHONE Not Valid Unless Machine Certified - : F/P FLRELEV. YO NO STO NO RIES OCCGP EDU CENSUS TRACT GP LAND USE PARKING SPACE RES UNITS GRADING PERMIT ISSUED Y 0 N 0 REDEVELOPMENT AREA V 0 NO TYPE CONST 0CC LOAD FIRE SPR YO NO QTY. PLUMBING PERMIT. ISSUE t'-y !..... QTY. MECHANICAL PERMIT - ISSUE 3 SUMMARY/ACCOUNT NUMBER - EACH FIXTURE TRAP r' , - INSTALL FURN, DUCTS UP TO 100,000 BTU BUILDING PERMIT 01-00-00-8220 EACH BUILDING SEWER . OVER 100.000 BTU . SIGN PERMIT 01-00-00-8221 EACH WATER HEATER AND/OR VENT . - BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 01-00-00-8806 EACH GAS SYSTEM I TO 4 OUTLETS . BOILER/COMPRESSOR 3-15 HP TOTAL PLUMBING 01-00-00-8222 EACH GAS SYSTEMS OR MORE - , METAL FIREPLACE , ELECTRICAL 01-00-00-8223 - EACH INSTAL.. ALTER, REPAIR WATER PIPE . - VENT FAN SINGLE DUCT . MECHANICAL 01-00-00-8224 EACH VACUUM BREAKER . MECH EXHAUST - HOOD/DUCTS . MOBILEHOME 01-00-00-8225 WATER SOETNER - . - RELOCATION OF EA FURNACE/HEATER . MOBILEHOME PARK INSP EACH ROOF DRAIN (INSIDE) - - - - - - SOLAR 01-00-00'8226 TOTAL PLUMBING . TOTAL MECHANICAL - STRONG MOTION 80-92-33-0519 FIRE SPRINKLERS 01-00-00-8227 QTY. ELECTRICAL PERMIT - ISSUE CITY. SOLAR -ISSUE PUBLIC FACILITIES FEE 32-00-00-8923 BRIDGE FEE NEW CONST EA AMP/SWTIBKR COLLECTORS -- SCHOOL FEE - DISTRICT - 1 PH 3 PH , STORAGE TANKS - Carlsbad - 80-92-21-0519 - EXIST BLDG EA AMP/SWT/BKR - ROCK STORAGE - Encinitas 80-92-22-0519 - 1 PH 3 PH , - PUMP . - San Dieguito 80-92-29 REMODEL/ALTER PER CIRCUIT PLAN CHECK FEE - anMarCos 80-92-24-0519 TEMPPOtE - TOTAL ELECTRICAL z/"O' OVER 200 AMPS TEMP OCCUPANCY I30DAYS) - TOTAL SOLAR TOTAL FEES PAYABLE - I H VE CAREFULLY,EXAMINEO THE COMPLETED "APPLICATION AND PERMIT" ANôwDO HEREY - Ekpfration.Eery Permiti4uedbytheBuifdingOfIiciiIert?ueprovlaorsothi AMOR PERMIT IS A REDOR XCAVATIONSOVEA .CE TIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code Shall expire by' lImItatIon and become null andoid It the b'hitiding or work 0 DEEP AND DEMOLITION OR CONSTRUCTION OF DEcLARA1IONS ARE TRUE AND CORRECT AND. l URTHER CERTIFY AND AGEE IF A PERMIT IS permit. or iauthorized 1 :unr TRUc1IRES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPL!Y WITH ALL CITY, COUNTY AND STATE-LAWS GOVERNING BUILDING CON- abandoned at any time slier the work In commenced fo such-permit is not commenced within 180 r a'/od of 180da - -- STRJCTION=, WHEThER SPECIFIED (IEREIN.OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND JJf VED BY DATE KE,EP HAbMLSS THE OITY,OF CABLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND APPL5 S SIGP.URE * OWNER CONTRA . EXPENSES WHICH.MANY IN ANY GRANTIIG _OF ThIS PERMIT__ WAY ACCRUE AGAINSTSAIDCITYINCONSEQUENCEOF THE BY PHONE0 I INSPECTION TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING SEWER AND BL/CO PLUMBING UNDERGROUND PLUMBING TOP OUT TUB AND SHOWER PAN GAS TEST ELECTRICAL TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC ELECTRIC SERVICE BONDING G. F. I. - SMOKE DETECTOR MECHANICAL DUCT & PLEM.. REF. PIPING HEAT - AIR COND. - SOLAR SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS CERT OF OCCUPANCY ISSUED FIELD INSPECTION RECORD . . REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES REQ. IF INSPECTORS - INSPECTION DATE CHECKED APPROVAL SOILS COMPLIANCE PRIOR TO I-UuNDArIUN INSI' STRUCTuHML COtGRI... OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY PILES. CAISSONS ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 122 SAN DIEGO, CA 92123 (714) 60-1468 83-si (q JP 1PU( : APPLICANT COPY ___ CITY COPY PLAN CHECKER COPY f Citp of CarIbab A-rTc4 ir: &:L. P'POLT Fon... Sp#i-Ms1 V,zL4-G JURISDICTION:C.A.LS DATE_ 3/1 16 ________ PROJECT ADDRESS: 2.2.80 PLR Z.0 EL. TO: EThI.AJ A At A) 515 _!1- Gesimaves 0L4iJA 9c..1 PLAN CORRECTION SHEET SINGLE FAMILY AND DUPLEX DWELLINGS Plan Check No._______________________________ Date plans received by jurisdiction______________ Date plans received by plan checker______________ Date initial plan check completed 3/I/3bY CM 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 enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: 2. To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. Indicate on plans the name of the legal cwner and name of person responsible for the preparation of the plans. Sec. 302(b) 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 and approximate finish floor elevations for all structures and show elevations at all corners. Sec. 302(b)7. Indicate distance from center-line of Street or alley to property line and distance from curb to property line. Sec. 302(b)7 Plans, specifications and calculations shall be signed by a California State Licensed engineer or architect. (California Business and Professions Code) FIRE PROTECTION Walls closer than 3 feet to property lines shall be one-hour fire-rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A Sec. 1709(a) Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and Sec. 504(b) Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of non-combustible material if they project into the 3 setback area from the property line. Sec. 1710 Show location of permanently wired smoke detector. Sec. 1210 ROOM SIZES, LIGHT, VENTILATIONS AND GLAZING One room must contain a minimum of 150 square feet of superficial floor area. Sec. 1207(b) Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Sec. 1207(b) Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Sec. 1207(a). Appears to be deficient in Openable window area must be 1/20 of the floor area and a minimum of S square feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1.5 sq.ft. (Sec.1205(a) One-half of all required window area must be openable in $ Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required windows are not provided. Sec. 1205(a) No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Sec. 1207(c) Show that ceiling height for habitable rooms is a minimum of 716". Sec. 1207(a) Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Sec. 1207(a) Provide 30" clear width for water closet compartments and 24" clearance in front of water closet. Sec. 1711(b) No cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sec. 1208 .400'specizy safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Sec. 5406 Glazing in shower and tub enclosures (including windows) shall be tempered, laminated or approved plastic. Sec. 1711 (f)(g) )"S1eeping rooms shall have a window or ' exterior door for emergency exit. Sill height shall net 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". Sec. 1204 )V(Eaves and cornices may not project into a required yard more than 2 inches for each foot of yard width if required windows open.into the yard. Sec. 1206(d) 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, and the mezzanine floor must have a clear height of 7 feet, above and below,and must have 65% of the long side open to the room below. The loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story_____________________ D. EXITS, STAIRWAYS, AND RAILINGS Floors above the second story shall have not less than 2 exits. Sec. 3302(a) Required exit doorways shall be not less than 36" in width and not less than 61 -8- in height, and shall be capable of opening at least 90 degrees. Sec. 3303(e) Provide 36" high protective railing for porches, balconies, and open sides of landings. Maximum opening between railings shall be less than 91. Sec. 1716 Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B Provide stairway-.n 1---ng details. Sec. 3305(b) & (c) Maximum rise 8" and minimum run is 9". Minimum head room is 6-6". Minimum width is 30". Handrails shall satisfy the following: Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, Sec. T25-22(b) Handrail shall be 30" to 34" above the nosing of treads. Sac. 3305(j) Handrail projecting from a wall shall have a space not less than 1 1/2" between the wall and the handrail. The hand grip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional .dimension. Sec. 3305(j) (see attached) )st'(Every stairway landing shall have a dimension, measured in the direction of travel, at Nast equal to the stairway width. Sec. 3305(g) A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of the stairway. Sec. 3305(g) A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2"-lower than the floor level. Sec. 3303(i)2 Provide details of winding stairway. Minimum tread is 6 inches at any paint and minimum 9 inches at a point 12 inches from the side of the stairway. Maximum rise is 9 inches. Minimum width is 30 inches. Sec. 3305(d) (see attached) p(Provide spiral stairway details: Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. Maximum rise is 9 1/2 inches. Minimum headroom is 6 feet 6 inches. Sec. 3305(f) (see attached) Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. 3305(f) Spiral stairways must have a clear walking space of 26 inches between the column and handrail. Sec. 3305(f) Provide I.C.B.O. Reasearch Report and Number for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Sec. 306(a)43 and Sec. 306(f) buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated stairways is exempt. Sec. 3305 0600.0'Exterior stairways shall not project into the 3 foot setback from the property lines. Sec. 3305(n) The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Sec. 3305(m) Minimum construction specifications shall be made a part of the approved plans. (See attached) E. ROOFING J("Specify roof pitch. lie Roof pitch is not adequate for roof type specified. Specify minimum pitch of__________ Specify roof material and application. Specify I.C.S.O. approval number for roof materials not covered in UBC. ,04 Specify roof slope for drainage or design to support accumulated water. Sec. 3207(a) J.!'' Show roof drains and overflows. Sec. 3207(a) Provide skylight details to show compliance with Sections 3401 and 5207 or provide ICBO approval number. Provide plastic roof panel details to show compliance with Section 5206 or provide XCBO number. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 501 of the required, vent is at least 3 feat above ceiling joists. Sec. 3205(c) Show I 3/8" solid core self-closing door for openings between garage and dwelling. Sec. 503(6) )4. Garages are not permitted to open into a room used for sleeping purposes. Sec. 1104 Openings between carport and residence require self-closing doors and stationary windows. Sec. 1214 Show garage framing section. size of header over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 3 1/2 to 1 or 2'8". Table 24-I Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed 7 1/2 inches and provided the door is not used as the primary means of egress from the building. If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, and the door must not swing over the depressed level. (see 3303(i)2 and 3305 (g). Provide 13" raised platforms for any FAU, water heater, or any other device which may generate a flame or spark. 000 Note that continuous fire wall protection shall be installed behind raised platform(s) prior to framing platform. - H. MASONRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Sec. 3707 H. FOUNDATION REQUIREMENTS :Note on plans thatA soils engineer shall - evaluate any unanticipated uncompacted fill or expansive soil or other soil problems disclosed durinc construction". Sec.306(a)12. Show veneer support and connections comply with Sec. 3002, 4.5,6, and Sec. 2516(a) regarding ties and #9 wire in horizontal joints or note construction to be perattached sheets 30-1 or 30-2. Show height and construction details of all masonry walls. Chapter 24 )1"Note that cleanout openings shall beprovided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Sec. 2415 Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sec. 2310 4: Provide material specifications for mortar, grout, masonry and reinforcing steel. Sec. 2403 Show how masonry house walls retaining earth are to be waterproofed. Provide detail. Note that special inspection of the masonry will be required for C. GARAGE AND CARPORTS j.e(Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B Sec.503(b) elements supporting floor above garage to have one-hour fire-resistive protection on the garage side. Sec. 503. Beams and posts, riot within the wall or ceiling con- struction, must comply with UBC, Table 43-A, or be minimum 6" dimension beam and minimum 8" by 8 post. 4 SE€. Te. Tcap SoIL. REPDXT, LOT 47 At, ?Uo1 I&)cLoW'S G Submit soils classification determination by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 Note on the plan the soils classification. whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 The foundation plan does not comply with the soil report recommendation for this project____________________________________ 0the Provide notes on the foundation plan listing soils report recommendations for foundations. slab and building pad preparation. 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 accor- dance with the soils report: the utility trenches have been properly backfilled and compacted, and: the foundation excavations, forming and reinforcement comply with the soils report and approved plan." Provide spread footings for concentrated loads designed for 1,000 PSF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29 Show height of all foundation walls. Chapter 23 Show height of retained earth on all foundation walls. Chapter 23 Show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29 Note on plans that wood shall be 6" above 4,finish grade. Sec. 2417(c) 7. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Sec. 2905(f) 131 Dimension foundation per Table 29A. &ou D PT OF I#3Te,RJOR.,. Prc TABLE NO. 29.A—FOUNDATIONS FOR STUD BEARING WALLS—MINIMUM REQUIREMENTS DEPTH OF FOUNDATION WIDTH THICKNESS BELOW NUMBER THICKNESS OF OF OF NATURAL OF FOUNDATION WALL FOOTING FOOTING SURFACE STORIES (Inches) (Inches) (Inches) OF CROUND AND FINISH CONCRETE UNIT MASONRY DRABS (Inches) 1 6 6 12 6 12 2 8 8 15 7 is 3 10 10 18 8 24 NOTES: Where unusual conditious or frost conditions are found, footings and foundations shall be as required in Section 2907(a). The ground under the floor may be excavated to the elevation of the top of the footing. Show foundation sills to be pressure treated, or equal. Sec. 2517(c) 3. Show foundation bolt size and spacing. Sec. 2907(e) 3.?4 Specify size, ICB0 number and manufacturer of power driven pins. Show edge and end distance and spacing. Sec. 306(f) Show size, inthedment and location of hold down anchors on foundation plan. Sec. 2312(f) Note on plan that hold down anchors must be tied in place prior to foundation inspection. Sec. 2312(f) Show adequate footings under all shear walls. Sec. 2311(e) Show stepped footings for slopes steeper than 1:10. Sec. 2907(c) Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Sec. 2517 Show pier size, spacing and depth into undisturbed soil. Table 29-A Aotf Show minimum under floor access of 18"x 24". Sec. 2517 Show minimum under floor ventilation equal to 1 1/2 sq. ft. for each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximate- ly opposite sides. Sec. 2517 I. FRAMING JAIr Show all joists, rafters, beams, and posts 2" to 4" thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams 5" and thicker shall be No. I Grade Douglas Fir-.arch or better. (Table 25-A-1) 1.,è'(Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in brace or equivalent. Sec. 2518(g)5 Note cross bridging or blocking. Floor joists and rafters more than 12" in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 2506(g) Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Sec. 2506(g) 164 Show solid blocking at ridge line and at exterior walls on trussed roofs. Sec. 2506(g) A2.J4 165 Show double joists. Floor joists shall be doubled under bearing partitions running par lid with the oist . Sec. 2518(d) 5 spaced not mo than 4 feet on center re where rafters and ceiling joists are not parallel. Sec. 2518(h) Show rafter purlin braces to be not less than 45 degrees to the horizontal. Sec. 2518(h) Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) Show double top plate with minimum 48" lap splice. Sec. 2518(9)4 Show nailing will be in compliance with Table 25-P. Provide fire stops between stories, between top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2517(f) Show stud size and spacing. Maximum allow- able stud heights: 2"x4"8 16" is 14'; 3"x4&2"X6"@ 16"o.c. is 20'. Sec. 2518(g)2 Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erection. Sec. 306(f) Detail all post to beam and post to footing connections. See. 2517(c) 4 )?'S. Specify nail size and spacing for all shear walls, floor and roof than Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables I,J,K). A4. Show 3"x4" or 2"x6" studh in first story of three story building. Sec. 2518(f) 177 Provide truss details and truss calculations. )r?f. Provide roof framing plan. Sec. 302(a)7 J,?4 Provide framing sections through_____________ Section 302(a) 7 )4. Specify all header sizes for opening over 4' wide. Sec. 2518(g) 7 G. Provide calculations fortt.E. £tL( 4 &P.T @ Lwvt. 9 M F4MIL.J JA Section 302(a) 7 182 In areas subject to water splash and in exterior locations, wood columns and posts shall be supported by piers projecting at least 2" above the finished grade and shall bear on a metal base plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar. Sec. 2517(c)4 Co;:: ALj&'cnJT Tc' Show location of attic access with minimum size 22° x 300. Sec. 3205 Show draft separation for attic areas in excess of 3,000 sq.ft. Sec. 3205 Show draft separation. for space between dropped ceilings and floor above in excess of l,0C0 sq.ft. Sec. 2517 ).8( Specify plywood grade and panel indenti- fication index. Table 25-J When roof pitch is less than 3:12, design ridge as a beam. Sec. 2518 (h) JAC Wood shear walls shall not be used to resist horizontal forces contributed by masonry in buildihgs over one story in height. Sec. 2516(b) )24'. Gypsum lath and plaster, gypsum sheathing board and gypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete construction. Table 47-I JAf If cripple wall studs are less than 14", framing shall be solid blocking. Sec.2518(g)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. Sec. 2518(g)6 Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Sec. 2517(g) 3 Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Sec. 4706(e) loe Provide an approved waterproof building paper under wood siding. Sec. 1701(a) 195 Specify an approved flashing for exterior 3 openings and parapet walls. Sec. 3208 .,14(. Show corridor width to be minimum 36". Sec. 3304(b) Specify truss layout for 30" x 30" attic access. e4r Ridges, hips, and valleys shall be at least one size larger than supported rafters. Sec. 2518(h) 3 Alf 090' Provide metal straps. across ridge beam and rafters. J. t4ECRANICPZ. All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. Show the size, location and type of all heating and cooling appliances or systems. 3,9.r Show source of combustion air for furnace will comply with Chaper 6, U.M.C. Every dwelling unit shall be provided with heating facilities capable of maintain- ing a room temperature of 700 P. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC. Sec. 1211 Show minimum 30" deep unobstructed working space in front of furnace. 204 Note on plans,c1earances to be per manufac- t urerss listing. Sec. 704 UMC Furnace shall not be installed under any stairway. Sec. 704 UMC Pir Furnace shall not be installed in any bedroom, bathroom, closet, or in confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Sec. 704 UMC Show ICBO approval for prefab fireplace and provide approved installation instructions at job site. Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. Sec. 708 & 709 UMC Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Sec 708 UMC Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Sec. 708 UMC Show details to comply with Section 109 for furnace under the floor, Section 708 for attic furnace, or Section 710 for roof or outside furnace. Note on plan, gas vents and non-combustible piping passing through three floors or less shall be effectively draft stopped at each floor oè ceiling. UBC Sec. 1706(a)6 K. ELECTRICAL (National Electrical Code) All wiring shall comply with the National Electrical Code. Note on the plan the amperage of electrical service. If the electrical installation is more than 200 amperes, show panel location and provide a single line diagram and load calculations including: Wiring method employed. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. C. Approximate length of service feeders. Provide plot plan showing services, all panel locations, circuit arrangement and load distribution on panel busses. Provide typical panel schedule(s). Ø.2. Dwellings require minimum 100 amp service. Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate in At least one receptacle shall be installed outdoors, in basements and attached garages, other than laundry outlets. Art. 210-25(b) 227 Show minimum dwelling lighting (NEC Art. 210-26(a) and GFIS in garage, baths and outdoors. NEC Art. 210-8(a). 228 Note "UFER" ground to be provided (NEC). Art. 250-81 L. PLUMBING (Uniform Plumbing Code) All plumbing shall comply with the Uniform Plumbing Code. Show water heater size, type and location on plans. Show method of providing combustion air to fuel burning water heater. Sec. 1307 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. 1309 Provide adequate barrier to protect water heater from vehicle damage. Sec. 1310 Show 7 and P valve on water heater and show route of discharge line to exterior Sec. 1007(e) Provide dryer vent to outside. UMC Sec. 1903 Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backf low prevention devices. Sec. 1003 Shower stall shall accomodate a 30"circle and have a minimum floor area of 900 sq.in. UPC 909(d) N. NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and an Impact Insulation Class (IIC) rating on floor/ cei1in9 of 50 decibles. Title 25 f. Show how penetration 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 25 Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident title 25. N. ENERGY CONSERVATION All additions to existing residential buildings must comply with Title 24 energy regulations. Additions exceeding 301 of the existing building requires the existing and addition to have R-19 ceiling insulation if the existing ceiling area is accessible for insulation installation (720-1401(c) Specify the insulation R values for walls. roof and ceiling. (R-ll for walls: R-19 for ceilings, or provide details and analysis for alternate design. 720-1403 Table A a 23. Specify the gross floor area or heated portions of the dwelling, and the area of glazed openings on the plan. (720-1430) .X4. Provide an analysis justifying increasing the single glazed area beyond 16% of the gross f1or area. Show method to reduce heat loss to that which would occur with basic glazing. (720-1402,def.) Provide energy analysis to show that the bonnet capacity of the gas central furnace does not exceed the building design heat loss by more than 30%. (Exceptions: 48,000 STU Hr. output furnace. See also .,,,..California Efficiency Adjustment.) 724-1404 Note on plan that all tranverse ducts, plenums, and fitting joints of HVAC system shall be sealed with pressure sensitive tape or mastic to prevent air loss. 720-1404 Note o plan that insulation of ducts shall conform to UMC Section 1005. (720-1404) Note on plan that all doors and windows to the exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. (720-1403). 279 Note on plan that back draft dampers are required on all fan systems exhausting air from the building. 720-1403 Electrical resistance space heating shall not be used. unless: 601 of heating/cooling is supplied by a nondepletable source. supplements a heat pump system. C. less than 101 of total heating system. d. life cycle cost analysis justifies. 720-1404 281 Note on plan that all heating and cooling equipment efficiencies shall conform to Title 20-Chapter 2, Subchapter 4, Article 4. (75% for forced air furnaces). 282. Note on plan that no natural gas, central heating plant may be installed without an Intermittent Ignition Device. 720-1405 ;Of. Electric resistance water heating is not permitted unless verfied as cost effective by a life cycle cost analysis. 720-1406 3.84:' Outdoor pools with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks, etc. 720-1406 0. MISCELLANEOUS Show a minimum 2 air space and flashing between planter and building walls. Sec. 2517(e) Specify material to be used under the shower tile. Sec. 1707(a) Specify lath and plaster to comply with Chapter 47, UBC. Two 3/4" copper pipes must be installed from water heater location to convenient location of future solar panels (City Ord.) Provide sleeves (roof jacks) in roof for two future 3/4" copper pipes to cunvenient location of future solar panels (City Ord.) 0 Note that solar water piping is to be insulated in areas that are not heated or cooled. (City Ord.) 307 See attachment for roofing requirements. NOTE: The plans were reviewed based on the information shown on the plans. If the plans are in error, or changed during construction, the permittee shall contact the Building Department for review and prior approval before proceeding with the work: 0 Building plans are substantially correct and complete. By: Date: 13 Building plans would be substantially correct and complete if minor corrections are made at counter. By: Date: Building plans require major corrections and complete plan recheck, by plan check engineer, is required. By:Ci&UJL 4LU Date:_____________________ If you have any questions regarding this plan check, please —at SO't4(t,. We would also be pleased to meet with you, at no charge, if additional assistance is needed. Ordinary roof coverings may be used only on buildings of Group M occupancies. (City Ord. 8093) Fire-retardant roofing is required on all residential dwellings per City Ord. 8093- 1979 EDITION UNIFORM BUILDING CODE 3203 (e) Fire-retardant Root Coverings. A lire-retardant roof covering shall he any one of uhe following roofings: .Any Class A or B built-up roofing assembly. Any mineral aggregate surfaced built-up roof for application to roots having a slope not more than 3 inches to 12 inches applied as specified in Section 3203 (d) I consisting of not less than the lollowing: Roof I)eck Solid surface on noncombustible materials or minimum of ½-inch plywood or 1-inch nominal boards or other material approved by the building official. Base Sheet and Plies Four layers of Type IS perforated organic fiber felt, or Three layers of Type IS organic or inorganic fiber felt, and Surfacing Material 4(K) pounds per roofing square of gravel, crushed rock, ceramic or approved similar surfacing material, or 3(K) pounds per roofing square of crushed slag. ISec U.ILC. Standard No. 32-5 for mineral roofing aggregate weigh- ing less than 60 pounds per cubic fool.) Any built-up roof for application 10 roofs having a slope not less than inch to 12 inches applied as specifiedin Section 3203 (d) I, consisting of not less than the following: Rout Deck Solid surface on noncombustible materials or minimum of ti-inch plywood or I-inch nominal boards or other material approved by the building official. Base Sheet and Plies Two layers of Type IS organic fiber felt, or One layer of 14-pound glass fiber felt base sheet, or combination sheet, or One layer of Type 30 organic fiber felt, or One layer of Type 45 asbestos fiber felt base sheet, and Cap Sheets One layer of 90-pound mineral surfaced organic fiber felt cap sheet (requires not less than two layers of organic fiber felt), or Two layers of 55-pound mineral surfaced organic fiber felt split sheet, or One layer 0180-pound mineral surfaced.asbestos fiber felt cap sheet, or - One layer of 72-pound mineral surfaced glass fiber Felt tap sliecu, ni Two layers of Type IS asbestos fiber finishing felts. Any (lass A or B prepared roofing. Any Class C mineral surfaced asphalt shingles laid so that there are not less than two thicknesses at any point and the total weight per roofing square is not less than 235 pounds. Asbestos-cement shingles or sheets. 7: Concrete slab roof. Metal roof covering. Slate shingles. Clay or concrete roof tile. If. Any roof covering systems of ood shingles or shakes having a Clals B rating. ITIONAL REMARKS S Date: 512-/8,3 Prepared by: C, M. Jurisdiction (iw1.5 Bldg. Dept. VALUATION AND PLAN CHECK FEE a Esgil PLAN CHECK NOS_B5I BUILDING ADDRESS _24-20 PJ1ZU!LA APPLICANT/CONTACT bt* 'r',J PHONE NO. 461-91(.v5 BUILDING OCCUPANCY DESIGNER PHONE____________ TYPE OF CONSTRUCTION \i-1'J CONTRACTOR PHONE__________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 2979 47 t40 Vb - (ô3 (.Q 7O (11'\iered c!.k ISM 7 20 - 2-917 ,SO Res. Baths (over 3) @2,200 rr Res.Firep1aces(°' @1,760 Air _Conditioning - Commercial 2.80 Residential 2.40 Res. or Comm. - Fire Sorinklers 1.50 Total Value (50 flo Adjustment for State Mandated handicapped Access Regulations Building Permit Fee $_ c'-.' -.JLl-.-J 33 Plan Check Fee $ 3 A - x C 0 H MEN 8/4/82 City of Carlsbad MISCELLANEOUS 1200 ELM, CARLSBAD, CA 92008 • TEL. (714) 438.5525 RECEIPT MISCELLANEOUS FEE RECEIPT PLAN CHECK FEEa/'—go—aa -li'o1 O VALUATION________________________ O DEMOLITION___________________________ HOUSE MOVING_________________________ El PARKS AND RECREATION FEE________________ El PUBLIC FACILITIES FEE______________________ SCHOOL FEE - DISTRICT_____________________ Carlsbad___________________________________ El Encinitas San Diego 0 San Marcos - p .. 0. TOTAL FEE White - Applicant Yellow - File Pink - (1) Finance (2) Data Process Gold. - Assessor . FINAL: DATE: INTERDEPARTMENIAL INFORMATION SHE SF CE IVE B BIJJLDING DEPARTMENT DATE:____________ FEB 23 1983 BUILDING ADDRESS: --Zlteo ?LPSIJ..A - —J OF PLANNING DEPARTMEN CO' 5o%JIAG% ZONE: /SCHOOL FEES: SAN DIEGUIT 'P SAN NoA ENCINITAS 1110" CARLSBAD______________ UNITS REQ'D: PROVIDED:____________________ % COVERAGE ALLOWED: V - •PROVIDED: PARKING SPACES REQ'D: PROVIDED: 1' J BUILDING HEIGHT REQ'D: PROVIDED: FRONT SETBACKI ALLOWED: f,ffl\ PROVIDED: ) < INTRUSIONS: SIDE SETBACK IL / Il, REAR SETBACK RE-DEVELOPMENT APPROVAL REQ'D: LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: DflIONAL COMMENTS: ENGINEERING DEPARTMENT R.O.W: IMPROVEMENTS: V PUBLIC FACILITIES FEE: SEWER CONNECTION: DRIVEWAY LOCATION(S): GRADING PERMIT: EASEMENTS: DRAINAGE:_____________________________ LEGAL DESCRIPTION: ADDITIONAL COMMENTS: *CHECK IF ENINEERING INSPECTION REQTD..ON FINAL: OK TO ISSUE: j'WQ DATE: PWI: OK TO FINAL: DATE: *•** * * * * * * * * *jL* * * * * * * * * * * * * * * * * * * * * * * * k* * * * * * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE FINAL INSPECTION. I 1/ J. THOMAS WILSON i J I L 3 /er i• i4j 1' -••::;74t.) e,t -- , '::?/8/Ji( - 1. 37 ; ,; /. / y , 2 3/ ?, over = 315P $ /' = 2-o z57 -z-7' 13 - L.(U1) 3114 1= = 2.37.1"' 7 4 g 3 -CO / 0 ~ - 4/ OX /f' x ._-. .L I J Jaé 831° I * L - / - --.- - - -/ /—r/ / -- -. r - -_ 11 i/ I 7Lt4ft 47 7. S-10 t ) 7- --a 51 21 -2z, L~D JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (714) 743-8808 February 23, 1983 Messers C. Frerichs & C. Mettling do Edward M. Eginton, Architect, Inc. 515 S. Granados Ave. Solana Beach, Ca. 92075 Subject: Preliminary Soils Survey Site: Lot 47, Spanish Village Unit #1, Map 7895, Carlsbad, Ca. Gentlemen: At your request our firm has completed ,a Preliminary Soils Survey of the existing surficial soils at the above site. Our survey included review of the original Tract 72-24 Grading Plan (sheet 2 of 6), a Final Report on Compacted Fill Ground of Spanish Village Unit No. 1 (Carlsbad Tract 72-24). by Benton Engineering, Inc., dtd. Jan. 8, 1975 (project #73-11-12-0). A representative of our firm visually inspected the lot to note the confor- mance of the grading to the plan, and to ascertain the soil type for foundation design. ., The lot has been graded in accordance with the original plan, with existing. surface elevations varying from 7 to 20' below the original ground surface. No evidence of fill placement was rioted. The near surface soil is a light tan fine silty sand and is notdetrimentally expansive. Allowable soil bearing-pressures of 1500#/sf are to be used for design. Continuous footings should be reinforced with a minimum of 144 bar longitudin - and be sized in accordance with the Uniform Build Code. C. W. DAVIS R.C.E. 21719 . Wk6 PROPERTY DEVELOPMENT ENGINEERS. INC. ENGINEERING . SOILS TESTING .SURVEYING rw"~/Owblo~ JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (714) 743-8808 February 23, 1983 Messers C. Frerichs & C. Mettling do Edward M. Eginton, Architect, Inc. 515 S. Granados Ave. Solana Beach, Ca. 92075 Subject: Preliminary Soils Survey Site: Lot 47, Spanish Village Unit #1, Map 7895, Carlsbad, Ca. Gentlemen: At your request our firm has completed a Preliminary Soils Survey of the existing surficial soils at the above site. Our survey included review of the original Tract 72-24 Grading Plan (sheet 2 of 6), a Final Report on Compacted Fill Ground of Spanish Village Unit No. 1 (Carlsbad Tract 72-24) by Benton Engineering, Inc., dt1. Jan. 8, 1975 (project #73-11-12-0). A representative of our firm visually inspected the lot to note the confor- mance of the grading to the plan ard :c ascertain the soil type for foundation design. The lot has been graded in accordance with the original plan, with existing surface elevations varying from 7 to 20' below the original ground surface. No evidence of fill placement was noted. The near surface soil is a light tan fine silty sand and is not detrimentally expansive. Allowable soil bearing pressures of 1500#/sf are to be used for design. Continuous footings should be reinforced with a minimum of 144 bar longitudin and be sized in accordance with the Uniform Build Code. (Uo1. C. W. DAVIS R.C.E. 21719 PROPERTY DEVELOPMENT ENGINEERS, INC. ENGINEERING .SOILS TESTING s SURVEYING JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (714) 743-8808 February 23, 1983 Messers C(rerichs &c. MettljIII do Edward MEginton1—M:-te , Inc. 515 S. Granados Ave. Solana Beach, Ca. 92075 Subject: Preliminary Soils Survey Site: Lot 47, Spanish Village Unit #1, Map 7895, Carlsbad, Ca. Gentlemen: At your request our firm has completed a Preliminary Soils Survey of the existing surficial soils at the above site. Our survey included review of the original Tract 72-24 Grading Plan (sheet 2 of 6), a Final Report on Compacted Fill Grojind of Spanish Village Unit No. 1 (Carlsbad Tract 72-24) by Benton Engineering; Inc., dtd. Jan. 8, 1975 (project #73-11-12-0). A representative of our firm visually inspected the lot to note the confor- mance of the grading to the plan and to ascertain the soil type for foundation design. The lot has been graded in accordance with the original plan, with existing surface elevations varying from 7 to 20' below the original ground surface. No evidence of fill placement was noted. The near surface soil is a light tan fine silty sand and is not detrimentally expansive. Allowable soil bearing pressures of 1500#/sf are to be used for design. Continuous footings should be reinforced with a minimum of 144 bar longitudiD and be sized in accordance with the Uniform Build Code. C. W. DAVIS R.C.E. 21719 PROPERTY DEVELOPMENT ENGINEERS, INC. ENGINEERING. SOILS TESTING s SURVEYING JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (714) 743-8808 February 23, 1983 Messers C. Frerichs & C. Mettling do Edward M. Eginton, Architect, Inc. 515 S. Granados Ave. Solana Beach, Ca. 92075 Subject: Preliminary Soils Survey Site: Lot 47, Spanish Village Unit #1, Map 7895, Carlsbad, Ca. Gentlemen: At your request our firm has completed a Preliminary Soils Survey of the existing surficial soils at the above site.-Our survey included review of the original Tract 72-24 Grading Plan (sheet 2 of 6), a Final Report on Compacted Fill Ground of Spanish Village Unit No. 1 (Carlsbad Tract 72-24) by Benton Engineering, Inc., dtd. Jan. 8, 1975 (project #73-11-12-D). A representative of our firm visually mance of the grading to the plan and foundation design. inspected the lot to note the confor- to ascertain the soil type for The lot has been graded in accordance with the original plan, with existing surface elevations varying from 7 to 20' below the original ground surface. No evidence of fill placement was noted. The near surface soil is a light tan fine silty sand and is not detrimentally expansive. Allowable soil bearing pressures of 1500#/sf are to be used for design. Continuous footings should be reinforced with a minimum of 144 bar longitudin and be sized in accordance with the Uniform Build Code. (a1. C. W. DAVIS R.C.E. .21719 Arl PROPERTY DEVELOPMENT ENGINEERS, INC. ENGINEERING. SOILS TESTING 'SURVEYING Phone p"). (213) 54O-454. LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE I Owner's Name Ruben J.\Kuebler Mailing Address 210 Avenue\I, k%LLN-QA Redondo Beach, CA 90277 '-'--- Service Address: Tract Description: Lot 47 Assessor's Parcel No. Type of Building Single Family No. Units 1 Connection Fee $600.00 Lateral Size: 4" -- 6" - 8" - Saddle - Easement Connection pre-pd (200.00) Extra Footage: $________ Extra Depth: @ $ Acam Lateral Fee Amount Rec'd $LfD Ck. No/Cash Prorated Sewer Date Service Fee Rec'd By . Total I Iff -4 The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible fo•r the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made. to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT, THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. 4 _ Owner% Si jnature 9/i%. V Date Account No. 13 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 DEVELOPMENTAL SERVICES Assistant City Manager (714) 438.5596 Building Department (714) 438.5525 Engineering Department (714) 438-5541 Housing & Redevelopment Department (714) 438-5611 O Planning Department (714) 438.5591 RESIDENTIAL VALUATION CHART EFF: 7/1/82 SFD OR DUPLEX LIVING AREA 7JO X 47.00 ATTACHED UNITS-3 OR MORE X 40.00 GARAGE AREA (W X 12.00 COVERED PORCH •X 4.50 COVERED PATIO X 4.50 BALCONIES/STAIRS • • X 7.50 EACH BATHROOM OVER 3 • • _X 2200.00 • - EACH FIREPLACE -OVER 2 • X 1760.00 RETAINING WALLS _X 9.00 POOLS • X 19.00 • SPAS • • • •__• • 4000.00 AIR CONDITIONING • • • X 2.40 - MOBILE OR MODULAR ON S.F. LOT(½ OF BLDG. PER Ffl X TOTAL VALUATION f 2-42 $ PLAN CHECK FEE( 65% OF BUILDING PERMIT FEE) $___________________ ATrENTION PROPERTY OWNER: An "owr -'builder" building permit has been applied for in your name and bearing your signtture. Please complete and return this information in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) )' ¶5 I .(have/1iave not) p14, signed the application for a building permit. I have contracted with the following person (firm) to provide the proposed construction. Name _________ Phone__________________________ Address Contractors License No._________ City_________________________ I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work. Name Address Al ( City Phone Contractors License No. I will provide some of th6 work but I have contracted (hired) the following persons to provide the work indicated: Name Adcfress Phone Type of Work iJcrr /svo) Signed: Property Owner Social Security Number Date:' EACH SUBCONTRACTOR WILL BE INSTRUCTED TO OBTAIN A CITY OF CARLSBAD BUSINESS LICENSE AND TO FURNISH ERTIFICATE OF WORKMAN'S COMPENSATION TO THE CITY OF CARLSBAD. 6' Initia l s 41 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 TELEPHONE: 714-438-5525 City of QCartbab Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property-improvements specified. For your protection you should be aware that as "owner-builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by the property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that 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 City of Carlsbad.. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and pro- tection.. If you employ or otherwise engage any persons other than your immediate family, and the work (including material and other costs) is $200 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an em- ployer. If you are an employer, you must register with the state and federal gokiernment as an employer and you are subject to several obligations including state and federal income withholding, federal social security taxes, workers' compensation insurance, dis- ability insurance costs, 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. &nall Business Administration). For morei 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 persons professing to be contractors is to secure an "owner-builder" building permit, erroneously implying that the property owner 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 own work personally. Informa- tion about licensed contractors may be obtained by contacting the Contractors State License Board in your community 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 BUILDING PERMIT WILL NOT BE ISSUED UNTIL THE VERIFICATION IS RETURNED. Very truly yours, Building Department City of Carlsbad