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9708-0039 (MISC) + 14733 (SFD) + 15193 (POOL) + 15492 (BLCK) + 14715 (BLCK)
54530 Avenida Alvarado 1- H N_ W O M NOL0 •W 1 CL o Z tOOo J ~a N Z 0 u0 X 0 O 0 U c 2 W J - J U 10 rn co CO LO N N 0) Z 0 IL J U _Z 5 0 J LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions,of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp Date 603R41 8 1 t t / .eq, ate Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). () I am exempt under Section , B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( ) I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier Policy No. +i'A`I1i 1:1.1N1.) 12711 108-96 (This section need not be completed if the permit valuation is for $100.00 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, and agree\that if ',should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, lsha fort' ' th comply wI j h ose rovlslons ate:` Applicant eke. Warning: Failure to secure Worlers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, andiState laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property forinspection purpos s. ignature (Owner/Agent) !" s▪ ' Dater q- 41 BUILDING PERMIT PERMIT 741/4.09 CONTROL', 55 DATE gt f 6/97 VALUATION &AD LOT TRACT •c! JOB SITE ADDRESS 54-530 AVENIDA AINA.RADO APN .11 1, OWNER WILLIAM T lc.)sMAS fUF'IIAN 54530 AVENIDAALVARADO (,A 01.11NTA CA. 0:2'53 CONTRACTOR / DESIGNER / ENGINEER • JOE W. S EMMER. JR. CONF,T. 42335 WASHINGTON s -r. 0355 • PALM DEstittr CA 92260 (760)360.9366 C131.# 2119 ,.- USE OF PERMIT M1.i(' SIT) SI) PitiZtviT f 147311,001. PPERM-T 15191 MS, WALL PERMIT 15,492 (..)WNER Nr. C? iN't•ftACTOR CIIANOI: tI .t FEE PERMIT tsrtMNi'I f COST OFCONST1tt'G ';ON t'I.9tM;T FEE SUM,MAIO; S11101)TA1, CONSTRI. UCl'ON AND P(,AN CtIFDC CFI! LESS PRE -PAID TOTAL PERM /T FEES 06144; NOW . EE1* 0.09 9+ a 50.00 WOO 111111111111111111111 72 IE RECEIPT DATE BY FINA E INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Fomes & Footings Ducts Slab Grade Return Air Steel _ Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final POOLS - SPAS BLOCKWALL APPROVALS steel Set Backs Electric.Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K for Finish Plaster Sewer Lateral Pool Cover Sewer Connection t Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: Final Utility Notice (Gas) • ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit • Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles. G.F.I. , Smoke Detectors ----- Temp. Temp. Use of Power z Final, —• Utiity Notice (Perm) 111M1 III 1 I IIII 73 Building 54-530 Ave. Alvarado Address fiCwQditrw P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Owner Double D Construction Mailing Address 51-960 Ave. Herrera City La Quints, CA Zip 92253' Te I. X71-1561 Contractor Same Address No. 14733 BUILDING: TYPE CONST. VN OCC. GRP.• R3 774-273-002 A.P. Number Lot .23 Blocs: 268 Legal Description Project DescriptionSFD City Zip Tel. State Lic. & Classif. B 681012 City 323 Lic. # Arch:, Engr., Same Designer Sq. Ft. Size 1574 No. Stories No. Dw. Units New ❑ Add ❑ Alter ❑ Repair 0 Demolition 0 Address Tel. Permit includes back covered patio. City Zip State Lic. # Block walls and/or pool permits to be LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chap er 9 (commencing with Section X7000) of Division 3 of the Business and Professioos..Code, arid my license is in full full tom, and letfect. J\ , « . f t. C a V L h n %t9, i i 7t/C SIGNATURE 1 r `BATE OWNER•BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Buslness and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to ifs issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code. or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (S500). iJ I, as owner of the property, or my employees with wages as their sole compensation,.will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's Ucense Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or hnprove for the purpose of sale.) ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and.Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) ❑ I am exempt under Sec B & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereb affirm that I have a certificate of consent to self -insure, or a certificate of Worker's tbmpensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy o. Company Copy is filed with the city. 0 Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars (5100) valuation 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. Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become subject (o the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. This is a building permit when properly filled out, signed and validated, and is subject to expiration it work thereunder is suspended for 180 days. I_certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives 'of this city to enter the above-. mentioned property for Inspection purposes. Signature of applicant— Date Mailing Address City, State Zip obtained separately. Estimated Valuation $96,830.00 PERMIT AMOUNT Plan Chk. Dep. 250.00 Plan Chk. Bal. 277.81 Const. 626.00 Mech. 55.50 Electrical 127.39 Plumbing 138.00 S.M.I. 9.68 Grading 20.00 Driveway Enc. .00 Infrastructure 2,117.07 Precise Plan 25.00 TOTAL REMARKS 3,646.45 03,396.45 i ,k /i ( d i Jf i' i ZONE: BY• fr ( )- Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by- Date Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL. FEES NO. PLUMB:'NG FEES- 1ST FL. SQ. FT. SO. FT. SO FT so n- SQ. FT. SQ. FT. SO. FT. VALUATION ret $ STORAGE TANK FORMS 3/i4f-5 UNITS ROUGH WIRING 'DUCT WORK ROCK STORAGE •- x' METER LOOP 2ND FL. ® REINF. STEEL $© j GAS (FINAL) TEMP. POLE 3/05-'7, GROUT WATER HEATER YARD SPKLR SYSTEM kv POR ® GRADING cu • /ly LUMBER GR. MOBILEHOME SVC. FINAL INSP. //y/ $ plus x$ _$ FRAMING y/07i9 - BAR SINK _ GAR. @ ARKS:,. ,' / , / y wA-btom Ngo z POWER OUTLET „ I ` P1 --f) ROOF DRAINS // / / E . 4/, Wil CAR P. ® 5- ,y-5-40- FIREPLACE O/C7,/ Gy /07,1 { / y- ki OV I C`% V " ARRESTOR DRAINAGE PIPING A , 2- WALL d 147s-7, LATHING 50/,S gV "Av►p` _ DRINKING FOUNTAIN ' 21311FINISH ® GRADING URINAL ESTIMATED CONSTRUCTION $ CERT. OCC. FENCE FINAL WATER PIPING GARDEN WALL FINAL NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY ,„ AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE,TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. @ c BATH TUB SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID @ 11 c SEWAGE DISPOSAL SQ.FT.GAR @ 3,4c HOUSE SEWER GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK 3/x/95 GROUND PLUMBIN('lY01,c '/JV UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE j (O ROUGH PLUMB. 'BONDING HEATING (ROUGH) STORAGE TANK FORMS 3/i4f-5 SEW OR S 4.11,1W ROUGH WIRING 'DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP./EQUIP. REINF. STEEL $© j GAS (FINAL) TEMP. POLE 3/05-'7, GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM Vj4 075- i% " /// WATER SYSTEM GRADING cu • /ly LUMBER GR. FINAL INSP. //y/ $ plus x$ _$ FRAMING y/07i9 - FINAL INSP. ROOFING "/ ARKS:,. ,' / , / y wA-btom Ngo z VENTILATION „ I ` P1 --f) FIRE ZONE ROOFING // / / E . 4/, Wil i /'rlrl kr ,roSPARK 5- ,y-5-40- FIREPLACE O/C7,/ Gy /07,1 { / y- ki OV I C`% V " ARRESTOR A , 2- GAR. FIREWALL d 147s-7, LATHING 50/,S gV "Av►p` _ MESH ' 21311FINISH I INSULATION/SOUND 93.-- /// GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS GARDEN WALL FINAL 1IIIiii1141IIIiiii II 74 IE Buildin Address Lj ,j (iQrnn ('a / 4Quinlai P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 Owner Mailing Address _ 9.,c) I1 ( PV"Q Ai)1P__. 1 r r . r hiN City Lama fat\ Zip Contractor Tel. 77 l— LSA, Address APPLICATION ONLY BUILDING: TYPE CONST. OCC. GRP. A.P. Number Legal Description Project Description City Zip Tel. State Lic. & Classif. RN r)\ City Lic. # Arch., Engr., Designer , Sq.Ft. / Size / / No. Stories No. Dw. Units New 0 Add 0 Alter 0 Repair 0 Demolition 0 Address Tel. City Zip State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of hapter 9 (commencing with Section 7000) of Diviis iio g3 of the Buslinessrandd Professions Co e, and my license is in fullforce anq elfecLlwF\.let , i pap lo_(.-. SIGNATURE' i DATE OWNER•BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that- he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant (or a permit subjects the applicant to a civil penalty of not more than live hundred dollars (5500). 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. 1l, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) I 1 1, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) 11 I am exempt under Sec B & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy NO Company (i•Copy is filed with the city. 0 Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars (5100) valuation or less.) I certify that in the performance of thy 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. Date Owner NOTICE TO APPLICANT: Il, after making this Certificate 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. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives •of this city to enter the above- mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip BUILDING DIVISION ,%J4 /;fJd a toe 4?)"4" Estimated Valuation ?6, 83D• 00 PERMIT AMOUNT Plan Chk. Dep. 2-c (OD Plan Chk. Bal. Const. Mech. Electrical /27, 57 Plumbing /38. o0 S.M.I. Grading Q68 ,20.00 Driveway Enc. —a Infrastructure 19,442 2//7.47 2Es_ TOTAL REMARKS ,/ 36 `6, • ✓ 33f6, 5 ZONE• BY. Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE Issued by' Validated by: Validation: Date INSPECTOR --- 1 Petit. [1 .ite.. . J 1 i u l U I yD I Ry , CONSTRUCTION ESTIMATE NO. - ELECTRICAL FEES NO. PLUMBING FEES [, 1ST FL / 7 r SO. FT. SO. FT. SQ. FT. SO. FT. SO. FT. SO. FT. SQ. FT. VALUATION rag $ 8y lib pp 20 FORMS UNITS ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP 2ND FL. © REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER YARD SPKLR SYSTEM FINAL INSP. Q POR a `, 7 rr "'(o _$ MOBILEHOME SVC. FINAL INSP. FRAMING BAR SINK $ plus x$ %1(7�U GAR. % / Q @ .3 %^i `"--' VENTILATION POWER OUTLET FIRE ZONE ROOFING ROOF DRAINS DRAINAGE PIPING SPARK ARRESTOR CAR P. 6D WALL @ 1700 .- MESH INSULATION/SOUND DRINKING FOUNTAIN FINAL INSPECTION @ CERT. OCC. FENCE FINAL _ URINAL ESTIMATED CONSTRUCTION $ WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. @ c BATH TUB SQ. FT. @ c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID @ 1+/. c 5 Of SEWAGE DISPOSAL SO.FT.GAR @ ?i c 8 8O HOUSE SEWER GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE c ', rA9 yyy��� ZO r- g/ 80 CONST.FEE 1/l/ C!n/ ELECT. SMI FEE PLUMB. FEE/lr /3s7,00 STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu yd _$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. $ plus x$ ROOFING REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL _ GARDEN WALL FINAL INSPECTOR'S SIGN ATURES/INITIALS DESERT SANDS UNIFIED SCHOOL DISTRICT iiiillhiIitii(IiiIllhIiIj 75 IE NOTICE: Document Cannot Be Duplicated Date No. 2/27/95 13322 Owner Name Double D Construction 82-879 Highway 111 Indio, CA 92201 619-775-3500 Type of Permit No. 54-530 Street Ave. Alvarado La Quinta Permit #1 City La Quinta Zip 92253 APN # Type of Development Comments Tract # Lot # Study Area Log # 110 Square Footage No. of units Single Family Residence 1574 At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 1.72 X 1,574 or $ 2,707.28 have been paid to D.S.U.S.D. for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Double D Construction Name on the check By Dolores A. Ballesteros Superintendent Fee collected /exempted by Pauline Pearson Signature hp v Aa., Ajvv\ Telephone 771-1561 Payment Re-ceived `Cheek'. No. 1698 Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting EQUITY NATIONAL T1T11:, INSURANCE COIUIPANY • Order No. Escrow No. Loan No. C WHEN RECORDED MAIL TO: r.14 MICHAEL D. DIETRICK M" .1 +i 51960 AVENIDA HERRERA LA QUINTA, CA 92253 245487 10-31106 I II��IIIIIIIIIIIIIIIIUftl 76 fl MAIL TAX STATEMENTS TO: SPACE ABOVE THIS LINE FOR RECORDER'S USE DOCUMENTARY TRANSFER TAX $ 24.75 ABOVE v __./(Computed on the consideration or value of property conveyed; OR Computed on the consideration or value Tess liens or encumbrances remaining at time of sale / , 1 GENERAL ESCROW COMPANY Signature of Declarant or Agent determining tax -Firm Name APN: 774-273-002 'v 1 MICHAEL D. TRA - GRANT DEED FORA VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, ROBERT L. WHITNEY, a Single Man and HARRIETT A. WHITNEY, a Widow, Mother and Son as Joint Tenants hereby GRANT(S) to DIETRICK, A Single Man the real property in the City of .County of Riverside La Quinta State of California, described as Lot 23 in Block 268 of Unit No. 25 Santa Carmelita At Vale La Quinta, as per Map 'recorded in Book 19, Pages 50 and 51 of Maps, in the office of the Recorder of said County. Dated July 28, 1994 } STATE OF CALIFORNIA } ss. COUNTY OF Lo.S 4 C -E S } On Au'trus r 3 / ',Pi' • 444 /2v //1/ F . LE v/A/ p onall appeared R0/3F,2 % L • 141N/TA/ .."H `�vc�cd u �` lr�% ��es�t �� personally known to me (or provedsto me o?i the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies). and that by his/her/their signature(s) on the Instrument the person(s) or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal Signature/ before me, oeei MAIRVINE.1EVIN. COMM. # 975642 Notary Public - California LOS ANGELES COUNTY My Comm. Expires NOV 1. 1996 (This area for official notarial seal) MAIL TAX STATEMENTS AS DIRECTED ABOVE 1002 (1/94) 1-11411111111 77 l - •*sn'+ qr•,,,ye•"rov� .s , + .rte„` +Ct.,`t`r"Me-.n�.�- •]i, - -,., r wru�'s 7i EARTH SYSTEMS CONSULTANTS S.C. BUENA ENGINEERS DIV. 79-811 B Country Club Drive Bermuda Dunes, CA 92201 • (619) 345-1588 Client Name Client Address Client Phone DATE JOB NO. R ECT kk 5,4 SAO t 1�A l�Y.UAA cb LOCATION L,4 ,, KJ TA CONTRACTOR OWNER WEATHER TEMP. oat AM °at PM PRESENT AT SITE • MAXIMUM DRY DENSITY le 9• MAXIMUM DRY DENSITY Ibs.cu. ft. TEST NUMBER TEST LOCATION �als� Pp--. LOT NO. ELEVATION FIELD TESTING REFERENCE,CURVE MOISTURE CONTENT % DRY DENSITY IbsJCu. ft. MAXIMUM DRY DENSITY le 9• MAXIMUM DRY DENSITY Ibs.cu. ft. OPTIMUM MOISTURE CONTENT % 12 '4.8 11111 Q+ IaSO 2 ..... ....... , 55 IILo q3o 1( C4.(L _ iEr-teG444 / . 4 _ „ • ,t , , 7 REMARKS: } iz.co��vv c_,) , 2 c -..T-- 1 L. r_, L.A..... 2- t-EoV,S�' (....-17) 1:451,4, p ' 0710 carr hal w •1 • FIELD REPORT `i-oautga/Oi azeinci \ 123 CLIENT REPRESENTATIVE SIGNATURE TECHNICIANS. SIGNATURE` • 003763 1111111111111[111111111111 78 Building Address 54-530 Alvarado P.O. BOX 1504 78-495 CALLE TAMPICO LA °UINTA, CALIFORNIA 92253 Owner Micheal Dietrick Mailing Address 51-960 Herrera City • La Quints Zip 92253 Te I. - 771-1561 Contractor Datable D Construction Address No. 15193 BUILDING: TYPE CONST. OCC. GRP. A.P. Number Legal Description Project Description Pool 14 ' X 20 City Zip Tel. State Lic. & Classif. 631012 • City Lic. # 323 • Arch., Engr., Designer Sq. Ft. Size No. Stories No. Dw. Units New ❑ Add ❑ Alter ❑ Repair 0 Demolition 0 Address Tel. City Zip State Lic: # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of thee..Business and Professions Code, and my license is in full force and effect; .lr t S / .-1ii-.1 . SIGNATURE , 1. - - i ...J 0 DATE OWNER -BUILDER DECLARATION " I hereby affirm that I am exempt from the Contractors License Law for the following • reason: (Sec. 7031. 5,Business and Professions Code: Any ,city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's Ucense Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or Improve for the purpose of sale.) O I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) O I am exempt under Sec B & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION 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 0 Copy is filed with the city. 0 Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars (S100) valuation 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 Date Owner NOTICE TO APPLICANT: If, after making this Certificate 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. WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED.THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days.. I certify that I have read this application and state that' the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives iof this city to . enter the above-. mentioned property for inspection purposes: Signature of applicant Date Mailing Address City, State, Zip Estimated Valuation se , 000.00 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. *108.00 Mech. $ 24.00 Electrical $ 45.00 Plumbing $ 27.00 S.M.I. Grading Driveway Enc. Infrastructure TOTAL *274.20 REMARKS ZONE: BY' Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE Issued by: Date Validated by: Validation: INSPECTOR •• CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBINt. FEES 1ST FL. SQ. FT. SO. FT. SO. FT. SO. FT. SO. FT. SQ. FT. SO. FT. VALUATION @ $ STORAGE TANK FORMS UNITS ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP 2ND FL. OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER YARD SPKLR SYSTEM FINAL INSP. POR @ GRADING cu yd -$ MOBILEHOME SVC. FINAL INSP. $ plus x$ BAR SINK FINAL INSP. GAR. ® G. p / U/0' 1d AC-- REMARKS: POWER OUTLET FIRE ZONE ROOFING ROOF DRAINS CAR P. GAR. FIREWALL LATHING MESH DRAINAGE PIPING FINISH GRADING WALL FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS DRINKING FOUNTAIN ® URINAL ESTIMATED CONSTRUCTION $ WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. @ c BATH TUB SQ. FT. ®c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID @ 114 c SEWAGE DISPOSAL SQ.FT.GAR @ 3Ac HOUSE SEWER GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBINt,*.c. UNDERGROUND �� 1 (/ A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu yd -$ LUMBER GR. FINAL INSP. $ plus x$ FRAMING FINAL INSP. ROOFING G. p / U/0' 1d AC-- REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS GARDEN WALL FINAL 11111111 llIII1111IIIIII 79 IE Building 54-530 Alvarado Address P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Owner Michael Dietrick Mailing Address 51-960 Herrera City La Quinta Zip 92253 Tel. 771-1561 Contractor Same as above Address No.15492 BUILDING: TYPE CONST. OCC. GRP. A.P. Number Legal Description Project Description 75' 5' Garden Wall City Zip Tel. Statei. 681012 8 Classit. City Lic. # 323 Arch., Engr., Designer Sq. Ft. Size No. Stories No. Dw. Units New ❑ Add ❑ Alter 0 Repair 0 Demolition 0 Address Tel. City Zip State Lic. # LICENSED CONTRACTOR'S DECLARATION 1 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. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not Intended or offered for sale. If, however, the building Of improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or vnprove for the purpose of sale.) O I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) O I am exempt under Sec B & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION 1 hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No Company 0 Copy is filed with the city. 0 Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation 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. Date Owner NOTICE TO APPUCANT: If, after making this Certificate 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. WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. This is a building permit when properly filled out, signed and validated, and is subject to expiration it work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives .sof this city to enter the above-. mentioned property for inspection purposes. Signature of applicant Date .Mailing Address City, State, Zip Estimated Valuation $1,624.00 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. $45.00 Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL sLS.00 REMARKS ZONE- BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from.Center Line Side Setback fromProperty/Line FINAL DATEIN PS ECS "I X Issued by- Date%' S Permit Validated by: /\ Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. SO. FT. SO. FT. SQ. FT. SQ. FT. SO. FT. SQ. FT. VALUATION @ $ STORAGE TANK FORMS UNITS ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP _ 2ND FL. OTHER APP/EQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER YARD SPKLR SYSTEM FINAL INSP. POR ® GRADING cu yd • _$ MOBILEHOME SVC. FINAL INSP. $ plus x$ BAR SINK FINAL INSP. GAR. @ /I �CC �j � REMARKS: POWER OUTLET FIRE ZONE ROOFING ROOF DRAINS CAR P. GAR. FIREWALL LATHING MESH DRAINAGE PIPING FINISH GRADING WALL FINAL INSPECTION CERT. OCC. FENCE FINAL • INSPECTOR'S SIGNATURES/INITIALS DRINKING FOUNTAIN ® URINAL ESTIMATED CONSTRUCTION $ WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. @ c BATH TUB SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID @ 11/2 c SEWAGE DISPOSAL SO.FT.GAR ® 3c HOUSE SEWER GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP/EQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM 94.7/,�fiv�f �l/ ✓/ WATER SYSTEM GRADING cu yd • _$ LUMBER GR. FINAL INSP. $ plus x$ FRAMING `' FINAL INSP. ROOFING /I �CC �j � REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL • INSPECTOR'S SIGNATURES/INITIALS GARDEN WALL FINAL Building Address IIII3IIIIIIIIIIIIIIIIII 80 IE 54-530 Ave. Alvarado 4 4 athirai P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Owner Double D Construction Mailing' Address 51-960 Ave. Herrera City za. Quinta, CA Zip 92253 Te471-1561 Contractor Same Address No. 14715 BUILDING: TYPE CONST. • OCC. GRP.• A.P. Number Legal Description 50.' of 4' high retaining wall Project Description in rear yard.. City Zip Tel.: State Lic. & Classif. 66102 City Lic. # 323 Arch., Engr., Designer Sq. Ft. Size No. . Stories No. Dw. Units New ❑ Add ❑ Alter 0 Repair 0 Demolition 0 Address Tel. City Zip State Lic. # LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3'ot the Busi n ess and Professions Code, ' end my license is in full force and Y4w:t' ir O°'M ! C C. IA : F I An G3 iza .SIGNATURE - v ' i 'DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following .reason:..(Sec. 7031.5,Buslness and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any• structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner or property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended oroffered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) O I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and .Professions Code: The Contractor's License Law does not apply to an, owner o1 property who builds or improves thereon, and who contracts for such projects with a contractors) Licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec B 8 P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby'affirm that I have a certificate of consent to self -insure, or a certificate of Worker 's sCompensation Insurance, or a certified copy thereof. (Sea. 3800, Labor Code.) Policy No. Company .irCopy is filed with the city. ' 0 Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM - WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation ' 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. Date Owner NOTICE TO APPLICANT: d, ,after making this Certificate 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. • WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP. TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. This is a building permit when properly filled out, signed and validated, and is subject to. expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information Is correct. 1 agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives •of this city - to enter the above-. mentioned property for inspection purposes. - Signature of applicant Date . Mailing. Address City, State Zip Estimated Valuation $933.00 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. 25. 4Gy Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE • BY' Minimum Setback Distances: Front Setback from Center Line Rear Setback from ReProp. Line Side Street Setback/from Center Line / -'-\ Side Setback fro pi Property -Lie INSPEC OR Da e 1fPer. it ' \ 998 ///// FINAL DATE Issued by: Validated by: Validation: ‘/' CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBINv FEES 1ST FL. SO. FT. SO. FT. SO. FT. SO. FT. SO. FT. SO. FT. SO. FT. VALUATION ® $ ROUGH PLUMB. BONDING UNITS STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING 2ND FL. ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) YARD SPKLR SYSTEM REINF. STEEL POR. ® MOBILEHOME SVC. WATER HEATER SERVICE BAR SINK GAR. ® WATER SYSTEM GRADING cu yd POWER OUTLET LUMBER GR. ROOF DRAINS $ plus FRAMING CAR P. ® ROOFING / _ .//,1�S /Cy / 'fir`/" 0 al/05Y REMARKS: DRAINAGE PIPING WALL FIRE ZONE ROOFING FIREPLACE DRINKING FOUNTAIN ® SPARK ARRESTOR GAR. FIREWALL URINAL LATHING ESTIMATED CONSTRUCTION $ MESH INSULATION/SOUND WATER PIPING NOTE: Not to be used as property tax valuation FLOOR DRAIN A ---- MECHANICAL FEES CERT. OCC. FENCE FINAL WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD GARDEN WALL FINAL SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRY TRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET. COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB SO. FT. @ c . WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® ri/a c SEWAGE DISPOSAL SQ.FT.GAR 0 Vac HOUSE SEWER GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu yd x$ _$ LUMBER GR. FINAL INSP. $ plus FRAMING FINAL INSP. ROOFING / _ .//,1�S /Cy / 'fir`/" 0 al/05Y REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION 1//7 A ---- CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS GARDEN WALL FINAL (6 ,44 COPY'. Field Inspection Summary Report Date: 6/7/02 Project Address: 54:530 Avenida Alvarado Project Description: Un -permitted Spiral Stairway Constructed in Rear Yard to Dwelling Roof Status: Special Field Inspection 11111111IIl!11111111 ft 01 IE A special field inspection was conducted at the above mentioned residence for an un -permitted spiral stairway constructed in the rear yard to the dwellings roof. My field and office investigation has confirmed that the spiral stairway constructed has been constructed without approved plans, permit and required building inspections, in violation of LQMC 8.01.060 Permit required. The following information is provided to identify existing conditions and additionally, assist in identifying the specific requirements to properly permit and approve the spiral stairway constructed accessing the existing dwelling roof: 1. A building permit is required. (CBC 106.1) Please inform the owner to submit a building application and Plans with specifications to the Building Department for review and approval. 2. Information on Plans and specifications shall be required to approve the constructed spiral stairway and the existing dwelling roof structure accessed by the stairway. Plans and specifications shall be drawn to scale upon substantial paper and be of sufficient clarity to indicate the location nature and extent of the work proposed and show in detail that it will conform to the provisions of the 1998 California Building Code. (CBC 106.3.3) A design in accordance with CBC 1605.2 will required to be prepared and provided by a licensed professional. When preparing plans, the following requirements shall be addressed: * The exterior stairway constructed in the rear yard encroaches more that 4' into the required ten foot rear yard set back. Per the La Quinta Municipal Code (LQMC) section 9.50.060.B.3 (attached) the stairway as constructed shall not be permitted as constructed. * Structural calculations on file do not support the use of the existing dwelling roof as a deck. The structural requirements for the roof to be used as a deck requires a design of 40 psf uniform load. CBC Table 16-A (attached) * Roofs used for other than service of the building shall be protected by a guardrail. CBC 509 (attached) Guardrail construction shall be required for all deck use areas. A minimum lateral load of 20 psf shall be designed in guardrail construction. CBC Table B (attached) * At least one intermediate landing shall be provided for each 12 feet of vertical stairway rise measured between the horizontal planes of adjacent landings. CBC 1003.3.3.5 (attached) Existing spiral stairway may exceed 12 feet vertical rise between landings. * Handrails shall have a smooth surface with no sharp corners. Handrailsprojecting from a wall shall have a space of not less than 11/2" between the wall and the handrail. CBC 1003.3.3.6 (attached) The handrail as constructed does not provide the minimum 1'A" space between the wall and the handrail. Portions of the handrail are bent and irregular. The mounting of handrails shall be such that the complete handrail and supporting structure are capable of withstanding a load of at least 200 pounds applied in any direction at any point on the rail. CBC Table 16-B (attached) 3. All construction or work for which a permit is required shall be subject to inspection by the building official and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the building official. (CBC 108.1) In summary, the un -permitted spiral stairway constructed in the rear yard to the dwellings roof may be approvable with proper application for a permit, structural design, plan/zoning review approval and observation of required building code inspections. If there are any questions or the need for any assistance please call 777-7027, thank you. Respectfully Submitted; aniel P. Crawford Jr. Building Inspector II cc: Tom Hartung, Building Official Deby Conrad, Senior Code Compliance Officer dpc 9.50.050 9.50.050 Maximum building height. For purposes of this code, the maximum height of buildings and other structures shall be defined as the vertical distance from finish grade to an imagjnary plane above the building site. The imaginary plane shall be established above and parallel to the finish grade adjacent to the exterior walls at a vertical distance equal to the specified maximum height This definition is illustrated below: STRUCTURE KW PACT PBETRATE slwOo4ARY PLATE I Wm Mooe Figure 9-5: Measurement of Building Height (Ord. 284 § 1 (Exh. A) (part), 1996) 9.50.060 Architectural projections. A. Roof Projections. Notwithstanding Figure 9-5, chimneys, roof vents, finials, spires, and similar architectural features not containing usable space are permitted to extend up to three feet above the maximum structure height set forth in Table 9-2 preceding. B. Projections. The following architectural projections are permitted to encroach into the required setbacks 'specified in Table 9-2 preceding: 1. Roof overhangs, chimneys, awnings and canopies may encroach a maximum of two feet into any required setback provided such projections are no closer than three and one-half feet from any property line. 2. Cantilevered seating windows or ledges, which are located a minimum of one foot above the floor and do not increase a building's usable floor area, may encroach a maximum of two feet into any required setback provided such projections are no closer than three and one-half feet from any property line. 3. Balconies, 'exterior stairways; and elevated uncovered' decks may encroach ,a maximum of. four feet into required front and rear setbacks provided such projections are no closer than three and one-half feet from any property line. Such projections shall not encroach into required side setbacks norincrease a building's usable floor space. (Ord. 325 § 1 (Exh. A) (part), 1998: Ord. 299 § 1 (part), 1997; Ord. 284 § 1 (Exh. A) (part), 1996) 9.50.070 Irregular lots. A. Purpose. Setback distances established for residential districts are based on rectangular lots. Nonrectangular lots, lots with three sides or more than four sides, and other nonstandard lots require special measurement techniques in order to achieve the purpose of setback requirements, i.e., the appropriate separation of structures from streets and other properties. The purpose of this subsection is to provide standards for the establishment and measurement of setbacks on irregular lots. (See Chapter 9.280 for definition of lot lines.) ria Quin= 3-99) 230 1998 CALIFORNIA BUILDING CODE TABLE 16-A—UNIFORM AND CONCENTRATED LOADS EXCERPTS FROM CHAPTER.16 USE OR OCCUPANCY UNIFORM LOAD' (PsO CONCENTRATED LOAD (pounds) Category Doscrlption x 0.0479 lac krim: x 0.004 b for kN I. Access floor systems Office use 50 2,0002 Computer use 100 2,0002 2. Armories 150 0 3. Assembly areas3 and auditoriums and balconies therewith Fixed sealing areas 50 0 Movable seating and other areas 100 0 Stage areas and enclosed platforms 125 0 4. Cornices and marquees 604 0 5. Exit facilities5 100 06 6. Garages General storage and/or repair 100 7 Private or pleasure -type motor vehicle storage 50 7 7. Hospitals Wards and rooms 40 1,0002 8. Libraries Reading rooms 60 1,0002 8.a. [For SLI Public libraries Reading rooms 60 /,000 Fixed -stack rooms 150 1,500 Mobile compact stacks and microfilm storage 300 1,500 Stack rooms 125 1.5002 9. Manufacturing Light 75 2,0002 Heavy 125 3,0002 10. Offices 50 2,0002 11. Printing plants Press rooms i 150 2,5002 Composing and linotype rooms 100 2,0002 12. Residential8 t — Basic floor area 40 06 Exterior balconies 604 0 Decks 404 0 Storage 40 0 13. Restrooms9 14. Reviewing stands, grandstands, bleachers, and folding and telescoping seating 100 0 15. Roof decks - .— Same as area served or for the type of occupancy accommodated 16. Schools Classrooms 40 1,0002 17. Sidewalks and driveways Public access 250 7 18. Storage Light 125 Heavy 250 19. Stores 100 3,0002 20. Pedestrian bridges and walkways 100 'See Section 1607 for live load reductions. 2See Section 1607.3.3, first paragraph, for area of load application. 3Assembly areas include such occupancies as dance halls, drill rooms, gymnasiums, playgrounds, plazas, terraces and similar occupancies that are generally accessi- ble to the public. 4When snow loads occur that are in excess of the design conditions, the structure shall be designed to support the loads due to the increased loads caused by drift buildup or a greater snow design as determined by the building official. See Section 1614. For special-purpose roofs, see Section 1607.4.4. 5Exit facilities shall include such uses as corridors serving an occupant load of 10 or more persons, exterior exit balconies, stairways, fire escapes and similar uses. 6lndividual stair treads shall be designed to support a 300 -pound (1.33 kN) concentrated load placed in a position that would cause maximum stress. Stair stringers may be designed for the uniform load set forth in the table. 7See Section 1607.3.3, second paragraph, for concentrated loads. See Table 16-B for vehicle barriers. 8Residential occupancies include private dwellings, apartments and hotel guest rooms. 9Restroom loads shall not be less than the load for the occupancy with which they are associated, but need not exceed 50 pounds per square foot (2.4 kN/m2). 1-161 Dennis 5. Wish C.E P.O. Box 1583 La Quinta. California 92253 Engineer: Dennis 5. WishP.E. Job Number DD Const. Date: 2/16/95 Description: 54-530 Alvarado Sheet 1 Scope: To satisfy plan check correction: Analyze lateral in worst direction North-South and revise shear walls to satisfy. Note: discontinuity at roof diaphragm occurs at north and south halves of home. Design shear to each based upon equal distribution to roof area's.' Design Load Calcs: From Truss CaIc's (Spates Fabricators): RDL := 15'psf rJRLL := 20•psf WDL := 20•psf Lateral Load Calc's Roof Dead Load - Flat chord compo roof Roof Live Load - Table 23-C Exterior wall Dead Load - Assumed • WIND LOADING (UBC Sec. 2311): C e := 1.06 Cq:=1.3 Ct. s := 12.6•psf 1:= 1.0 P := Ce•Cq•gs•I Exposure C (Table 23-G) Pressure Coefficients - Table 23-H 70 mph wind - Table 23-F Occupancy Factor - Table 23-L P = 17.363 •psf (EQ16-1) SEISMIC LOADING (UBC Sec. 2330: Z := 0.4 := 1.0 C := 2.75 Rw:=6 Seismic Zone Factor - Table 23-1 Occupancy Factor - Table 23-L Coeffecient based upon Period - Sec. 2332 (b) Structural Systems Coefficient - Table 23-0 Main Structure (Assume W at unity): W:=1.0•Ib V•:= (Z•1.—C 1•W wll Portions of structure: Cp:=2.0 Wp:=1.0•Ib V = 0.183.1b (EQ. 34-1) Horizontal Force Factor - unsupported Parapets - Table 23-P Assume Wp at unity - weight of portion of structure Fp := Z.I•Cp•Wp Fp = 0.8•Ib - 6: (For SFMJ Section 904.2.9 for Group R, Division 2 Occu- L C panties. See Chapters 3 and 4 for special occupancy provisions. . 1 1 1 SECTION 507 - MEZZANINES A mezzanine need not be counted as a story for determining the allowable number of stories when constructed in accordance with the following: 1. The construction of a mezzanine shall be consistent with the requirements for the type of construction in which the mezzanine is located, but the fire -resistive time period need not exceed one hour for unenclosed mezzanines. The clear height above and be- low the mezzanine floor construction shall not be less than 7 feet (2134 mm). 2. There shall not be more than two levels of mezzanines in a room. However, there is no limitation on the number of mezza- nines within a room. 3. The aggregate area of mezzanines within a room shall not exceed one third of the area of the room in which they are located. 4. All portions of a mezzanine shall be open and unobstructed to the room in which they are located, except for columns and posts and protective walls or railings not more than 44 inches (1118 mm) in height. EXCEPTIONS: 1. Partitioning may be installed if either of the fol- lowing conditions exist: 1.1 The aggregate floor area of the enclosed space does not exceed 10 percent of the mezzanine area, or 1.2 The occupant load of the enclosed area of the mezzanine does not exceed 10. 2. A mezzanine having two or more means of egress need not be open into the room in which it is located, provided at least one of the means of egress gives direct access to a protected condor, exit court or exit. 3. In industry facilities, mezzanines used for control equipment may be glazed on all sides. 5. Two means of egress shall be provided from a mezzanine when two are required by Table 10-A. 6. If any required means of egress enters the room below, the oc- cupant load of the mezzanine shall be added to the occupant load of the room in which it is located. SECTION 508 - FIRE -RESISTIVE SUBSTITUTION When an approved automatic sprinkler system is not required throughout a building by other sections of this code, it may be used in a building of Type II One-hour, Type III One-hour and Type V One-hour construction to substitute for the one-hour fire -resistive construction. Such substitution shall not waive or reduce the re- quired fire -resistive construction for: 1. Occupancy separations (Section 302.3). 2. Exterior wall protection due to proximity of property lines (Section 503.2). 3. Area separations (Section 504.6). 4. Dwelling unit separations (Section 310.2.2) 5. Shaft encbssiures (Section 711). 6. Corridors (Sections 1004.3.4.3.1 and 1004.3.4.3.2). 7. Stair enclosures (Section 1005.3.3). 8. Exit passageways (Section 1005.3.4). 9. Type of construction separation (Section 601.1). 1-54 1998 CAUFORNIA BUILDING CODE 10. Boiler, central heating plant or hot-water supply boiler room enclosures (Section 302.5). SECTION 509 - GUARDRAILS 509.1 Where Required. Unenclosed floor and roof openings, open and glazed sides.of, stairways, aisles, landings and ramps, balconies or porches, -which are more than 30 inches (762 mm) above grade or floor below, and roofs used for other than service of the building shall be protected by a guardrail. Guardrails shall be provided at the ends of aisles where they terminate at a fascia of boxes, balconies and galleries. EXCEPTION: Guardrails need not be provided at the following locations: 1. On the loading side of loading docks. 2. On the auditorium side of a stage, raised platforms and other raised floor areas such as runways, rarnps and side stages used for en- tertainment or presentation. Along the side of an elevated walking sur- face when used for the normal functioning of special lighting or for access and use of other special equipment. At vertical openings in the performance area of stages. 3. Along vehicle service pits not accessible to the public. 509.2 Height. The top of guardrails shall not be less than 42 inches (1067 mm) in height. EXCEPTIONS: 1. The top of guardrails for Group R, Division 3 and Group U, Division 1 Occupancies and interior guardrails within individual dwelling units, Group R, Division 3 congregate residences and guest rooms of Group R, Division 1 Occupancies may be 36 inches (914 mm) in height. 2. The top of guardrails on a balcony immediately in front of the first row of fixed seats and that are not at the end of an aisle may be 26 inches (660 min) in height. 3. The top of guardrails for stairways, exclusive of their landings, may have a height as specified in Section 1003.3.3.6 for handrails. Where an elevation change of 30 inches (762 mm) or less occurs between an aisle parallel to the seats (cross aisle) and the adjacent floor or grade below, guardrails not less than 26 inches (660 mm) above the aisle floor shall be provided. EXCEPTION: Where the backs of seats on the front of the cross aisle project 24 inches (610 mm) or more above the adjacent floor of the aisle, a guardrail need not be provided. The top of guardrails at the ends of aisles terminating at the fas- cia of boxes, balconies and galleries shall extend for the width of the aisle and be no closer than 42 inches (1067 mm) to the closest surface of the aisle where there are steps and 36 inches (914 mm) otherwise. 509.3 Openings. Open guardrails shall have intermediate rails or an ornamental pattern such that a sphere 4 inches (102 mm) in diameter cannot pass through. EXCEPTIONS: 1. The open space between the intermediate rails or ornamental pattern of guardrails in areas of commercial and industrial -type occupancies which are not accessible to the public may be such that a sphere 12 inches (305 mm) in diameter cannot pass through. 2. The triangular openings formed by the riser, tread and bottom ele- ment of a guardrail at the open side of a stairway may be of such size that a sphere 6 inches (152 mm) in diameter cannot pass through. For guardrail requirements at grandstands, bleachers or other elevated seating facilities, see Section 1008.5.7. SECTION 510 [FOR SFMJ - TABLE 5-A 510.1 Regardless of the provisions of Table 5-A, Group 1, Divi- sions 1 and 2 Occupancies shall be so classified when the occu- pancy accommodates more than six guests or patients. C A EXCERPTS FROM CHAPTER 16 .. TABLE 16•B -SPECIAL LOADS' 1998 CALIFORNIA BUILDING CODE USE VERTICAL LOAD I LATERAL LOAD Cotago y Description (pounds per square tool unless otnarwlse noted) x 0.0479 for Iddln2 1. Construction, public access at site (live load) Walkway, see Section 3303.6 150 Canopy, see Section 3303.7 150 2. Grandstands. reviewing stands, bleachers, and • folding and telescoping seating (live load) Seats and footboards 1202 See Footnote 3 3. Stage accessories (live load) • • Catwalks 40 Followspot, projection and control rooms 50 4. Ceiling framing (live load) Over stages 20 All uses except over stages 104 5. Partitions and interior walls, see Sec. 16113 (live load) 5 6. Elevators and dumbwaiters (dead and live loads) 2 x total loads 6.1 [For OSHPD 21 Elevator cars and dumbwaiters (dead and live load) See Pan 7, Title 24 See Table 16-0 7. Mechanical and electrical equipment (dead Toad) Total loads See Table 16.0 8. Cranes (dead and live loads) Total load including impact increase 1.25 x total load6 0.10 x total load? 9. Balcony railings and guardrails Exit facilities serving an occupant load greater than 50 508 Other than exit facilities 208 Components 259 10. Vehicle barriers See Section 311.2.3.5 6,00010 11. Handrails See Footnote 11 See Footnote 11 12. Storage racks Over 8 feet (2438 mm) high Total loads12 See Table 16-0 12.1 [For OSHPD 21 Storage racks and wall -hung cabinets Racks over S feet (1524 mm) high Total loads" See Table 16-0 13. Fire sprinkler structural support 250 pounds (1112 N) plus weight of water- filled pipel3 See Table 16-0 14. Explosion exposure Hazardous occupancies, see Section 307.10 1The tabulated loads are minimum loads. Where other vertical loads required by this code or required bythe design would cause greater stresses, they shall be used 2Pounds per lineal foot ( x 14.6 for N/m). 3Lateral sway bracing loads of 24 pounds per foot (350 N/m) parallel and 10 pounds per foot (145.9 N/m) perpendicular to seat and footboards. 4Does not apply to ceilings that have sufficient total access from below, such that access is not required within the space above the ceiling. Does not apply to ceilings if the attic areas above the ceiling are not provided with access. This live load need not be considered as acting simultaneously with other live loads imposed upon the ceiling framing or its supporting structure. 3Where Appendix Chapter 30 has been adopted, see reference standard cited therein for additional design requirements. 6The impact factors included are for cranes with steel wheels riding on steel rails. They may be modified if substantiating technical data acceptable to the building official is submitted. Live loads on crane support girders and their connections shall be taken as the maximum crane wheel loads. For pendant -operated traveling crane support girders and their connections, the impact factors shall be 1.10. 7This applies in the direction parallel to the runway rails (longitudinal). The factor for forces perpendicular to the rail is 0.20 x the transverse traveling loads (trolley, cab, hooks and lifted loads). Forces shall be applied at top of rail and may be distributed among rails of multiple rail cranes and shall be distributed with due regard for lateral stiffness of the structures supporting these rails. 8A load per lineal foot ( x 14.6 for N/m) to be applied horizontally at right angles to the top rail. 9lntermediate rails, panel fillers and their connections shall be capable of withstanding a load of 25 pounds per square foot (1.2 kN/m2) applied horizontally at right angles over the entire tributary area, including openings and spaces between rails. Reactions due to this loading need not be combined with those of Foot- note 8. 10A horizontal load in pounds (N) applied at right angles to the vehicle barrier at a height of 18 inches (457 mm) above the parking surface. The force may be distrib- uted over a 1 -foot -square (304.8 -millimeter -square) area. I IThe mounting of handrails shall be such that the completed handrail and supporting structure are capable of withstanding a load of at (east 200 pounds (890 N) applied in any direction at any point on the rail. These loads shall not be assumed to act cumulatively with Item 9. 12Vertica) members of storage racks shall be protected from impact forces of operating equipment, or racks shall be designed so that failure of one vertical member will not cause collapse of more than the bay or bays directly supported by that member. 13The 250 -pound (1.11 kN) load is to be applied to any single fire sprinkler support point but not simultaneously to all support joints. C "[For OSHPD 21The minimum vertical design live load shall be as follows: CPaper media: 12 -inch -deep (305 mm) shelf 33 pounds per lineal foot (482 N/m) A•• 15 -inch -deep (381 mm) shelf 41 pounds per lineal foot (598 N/m), or C • 33 pounds per cubic foot (5183 N/m3) per total volume of the rack or cabinet. whichever is less. CAFilm media: !8 -inch -deep (457 mm) shelf !00 pounds per lineal foot (1459 N/m), or 50 pounds per cubic foot (7853 N/m3) per total volume of the rack or cabinet, whichever is less. C Other media: A 20 pounds per cubic foot (311 N/m3) or 20 pounds per square foot (958 Pa). whichever is less. but not less than acutal loads. • 1-162 1003.3.1.10 10033.3.3.6.1a Sign lettering shall be at•least 1 inch (25 mm) in height and shall have a stroke of not less than 1/8 inch (3.2 mm). Regardless of the means of deactivation, relocking of the egress -control device shall be by manual means only at the door. 1003.3.1.11 Safety glazing identification. Regardless of the occupant load served, glass doors shall conform to the require- ments specified in Section 2406. 1003.3.2 Gates. 1003.3.2.1 General. Gates serving a means of egress system shall comply with the requirements of Section 1003.3.2. 1003.3.2.2 Detailed requirements. Gates used as a component in a means of egress system shall conform to the applicable requirements of Section 1003.3.1. EXCEPTION: Gates surrounding stadiums may be of the horizon- tal sliding or swinging type and may exceed the 4 -foot (1219 mm) max- imum leaf width limitation. 1003.3.3 Stairways. 1003.3.3.1 General. Every stairway having two or more risers serving any building or portion thereof shall comply with the requirements of Section 1003.3.3. For the purposes of Section 1003.3.3, the term "stairway" shall include stairs, landings, hand- rails and guardrails as applicable. Where aisles in assembly rooms have steps, they shall comply with the requirements in Section 1004.3.2. EXCEPTION: Stairs or ladders used only to attend equipment or window wells are exempt from the requirements of this section. For the purpose of this chapter, the term "step" shall mean those portions of the means of egress achieving a change in elevation by means of a single riser. Individual steps shall comply with the detailed requirements of this chapter that specify applicability to steps. 1003.3.3.2 Width. The width of stairways shall be determined as specified in Section 1003.2.3, but such width shall not be less than 44 inches (1118 mm), except as specified herein and in Chapter 11. Stairways serving an occupant load less than 50 shall not be less than 36 inches (914 mm) in width. Handrails may project into the required width a distance of 31/2 inches (89 mm) from each side of a stairway. Stringers and other projections such as trim and similar decorative features may project into•the required width 11/2 inches (38 mm) from each side. 1003.3.3.3 Rise and run. The rise of steps and stairs shall not be less than 4 inches (102 mm) nor more than 7 inches (178 mm). The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Except as permitted in Sections 1003.3.3.8.1, 1003.3.3.8.2 and 1003.3.3.8.3, the run shall not be less than 11 inches (279 mm) as measured horizontally between the vertical planes of the furthermost projection of adja- cent treads or nosings. Stair treads shall be of uniform size and shape, except the largest tread run within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). EXCEPTIONS: 1. Private steps and stairways serving an occupant load of Tess than 10 and stairways to unoccupied roofs may be constructed with an 8 -inch -maximum (203 mm) rise and a 9 -inch - minimum (229 mm)run. 2. Where the bottom or top riser adjoins a sloping public way, walk or driveway having an established grade (other than natural earth) and serving as a landing, the bottom or top riser may be reduced along the slope to less than 4 inches (102 mm) in height with the variation in height of the bottom or top riser not to exceed 1 unit vertical in 12 units horizontaf(8.3% slope) of stairway width. 1-110 1998 CALIFORNIA BUILDING CODE 1003.3.3.4 'Headroom: Every stairway shall have a headroom clearance of not Less than6 feet 8 inches (2032 mm). Such clear- ances shall be measured vertically from a plane parallel and tan- gent to the stairway tread nosings to the soffit or other construction above at all points. • 1003.3.3.5 Landings. There shall be a floor or a landing at the top and bottom of each stairway or stair run. Every landing shall have a dimension measured in the direction of travel not less than the width of the stairway. Such dimension need not exceed 44 inches (1118 mm) where the stair has a straight run. At least one inter- mediate landing shall be provided for each 12 feet (3658 mm) of vertical stairway rise measured between the horizontal planes of adjacent landings.' Landings shall be level except that exterior landings may have a slope not to exceed 1/4 unit vertical in 12 units horizontal (2% slope). For landings with adjoining doors, see Sec- tion 1003.3.1.7. EXCEPTIONS: 1. In Group R, Division 3, and Group U Occupan- cies and within individual units of Group R, Division 1 Occupancies. such length need not exceed 36 inches (914 mm) where the stair has a straight run. 2. Stairs serving an unoccupied roof are exempt from these require- ments. 1003.3.3.6 Handrails. Stairways shall have handrails on each side, and every stairway required to be more than 88 inches (2235 mm) in width shall be provided with not less than one intermediate handrail for each 88 inches (2235 mm) of required width. Inter- mediate handrails shall be spaced approximately equally across with the entire width of the stairway. EXCEPTIONS: 1. Stairways Tess than 44 inches (1118 mm) in width or stairways serving one individual dwelling unit in Group R, Division 1 or 3 Occupancy or a Group R, Division 3 congregate resi- dence may have one handraii. 2. Private stairways 30 inches (762 mm) or Tess in height may have a handrail on one side only. 3. Stairways having less than four risers and serving one individual dwelling unit in Group R, Division 1 or 3. or a Group R, Division 3 con- gregate residence or Group U Occupancies need not have handrails. The top of handrails and handrail extensions shall not be placed less than 34 inches (864 mm) nor more than 38 inches (965 mm) above landings and the nosing of treads. Handrails shall be contin- uous the full length of the stairs and at least one handrail shall extend in the direction of the stair run not less than 12 inches (305 mm) beyond the top riser nor less than 12 inches (305 mm) beyond the bottom riser. Ends shall be returned or shall have rounded ter- minations or bends. EXCEPTIONS: 1. Private stairways do not require handrail exten- sions. 2. Handrails may have starting or volute newels within the first tread on stairways in Group R, Division 3 Occupancies and within individual dwelling units of Group R. Division 1 Occupancies. The handgrip portion of handrails shall not be less than 11/4 inches (32 mm) nor more than 2 inches (51 mm) in cross- sectional dimension or the shape shall provide an equivalent grip- ping 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 (38 mm) between the wall and the handrail. The following California sections replace the corresponding model code sec- tion for applications specified by law for the Department of Housing and Com- munity Development and the Division of the State Architect/Access Compliance. 1003.3.3.6a Handrails. 1003.3.3.6.1a (For HCD 1 w/exceptions; HCD 2 w/exceptions 1, 2, 4 and 5; DSA/AC w/exceptions 2 & 3; HCD 1/AC w/excep- tion 61 Required handrails. Stairways shall have handrails on • • • [E[ C C A A C A 1998 CALIFORNIA BUILDING CODE each side; and every stairway required to be more than 88 inches (2235 mm) in width shall be provided with not less than one inter- mediate handrail for each 88 inches (2235 mm) of required Atidth. Intermediate handrails shall be spaced approximately equally across with the entire width of the stairway. EXCEPTIONS: 1. Stairways 44 inches (1118 mm) or kss in width may have one handrail except that such stairways open on one or both sides shall have handrails provided on the open side or sides. 2. Stairways serving one individual dwelling unit in Group R. Divi- sion 1 or 3 Occupancies may have one handrail, except that stairways open on one or both sides shall have handrails on the open side or sides. 3. Private stairways 30 inches (762 mm) or Tess in height may have handrails on one side only. 4. Stairways having three risers or less and stairways giving access • to portable work stands less than 30 inches (762 mm) high are not re- quired to have handrails. 5. Stairways less than 30 inches (762 mm) in width are permitted to have handrails on one side only. 6. The provisions of Section 1003.3.3.6.1a shaU not apply to exist- ing. covered multifamily buildings. 1003.3.3.7 Guardrails. Stairways open on one or both sides shall have guardrails as required by Section 509. 1003.3.3.8 Alternative stairways. 1003.3.3.8.1 Circular stairways. Circular stairways conform- ing to the requirements of this section may be used as a means of egress component in any occupancy. The minimum width of run shall not be less than 10 inches (254 mm) and the smaller stairway radius shall not be less than twice the width of the stairway. 1003.3.3.8.2 Winding stairways. In Group R, Division 3 Occu- pancies and in private stairways in Group R, Division 1 Occupan- cies, winding stairways may be used if the required width of run is provided at a point not more than 12 inches (305 mm) from the side of the stairway where the treads are narrower, but in no case shall the width of run be less than 6 inches (152 mm) at any point. 1003.3.3.83 Spiral stairways. In Group R, Division 3 Occupan- cies and in private stairways within individual units of Group R, Division 1 Occupancies, spiral stairways may be installed. A spi- ral stairway is a stairway having a closed circular form in its plan view with uniform section shaped treads attached to and radiating about a minimum diameter supporting column. Such stairways may be used as a required means of egress component where the area served is limited to 400 square feet (37.16 m2). The tread shall provide a clear walking area measuring at least 26 inches (660 mm) from the outer edge of the supporting column to the inner edge of the handrail. The effective tread is delineated by the nosing radius line, the exterior arc (inner edge of railing) and the overlap radius line (nosing radius line of tread above). Effective tread dimensions are taken along a line perpendicular to the center line of the tread. A run of at least 71/2 inches (191 mm) shall be provided at a point 12 inches (305 mm) from where the tread is the narrowest. The rise shall be sufficient to provide a headroom clearance of not less than 6 feet 6 inches (1981 mm); however, such rise shall not exceed 91/2 inches (241 mm). 100333.. Interior stairway construction. Interior stairways shall be constructed based on type of construction requirements as specified in Sections 602.4, 603.4, 604.4, 605.4 and 606.4. Except where enclosed usable space under stairs is prohibited by Section 1005.3.3.6, the walls and soffits of such enclosed space shall be protected on the enclosed side as required for one-hour fire -resistive construction. 1003.3.3.6.1a 1003.3.4.4 Stairways exiting directly to the exterior of a building four or more stories in height shall be provided with a means for emer- gency entry for fire department access. (See the Fire Code.) 100333.10 Protection of exterior wall openings. All openings in the exterior wall below and within 10 feet (3048 mm), measured horizontally, of openings in an interior exit stairway serving a building over two stories in height or a floor level having such openings in two or more floors below, shall be protected by fixed or self-closing fire assemblies having a three -fourths -hour fire - protection rating. See Section 1006.3.3.1. EXCEPTIONS: 1. Group R. Division 3 Occupancies. 2. Protection of exterior wall openings is not required where the exterior openings in the interior stairway are protected by fixed or self- closing fire assemblies having a three -fourths -hour fire -protection rating. 3. Protection of openings is not required for open parking garages conforming to Section 405. 1003.3.3.11 Stairway to roof. In buildings four or more stories in height, one stairway shall extend to the roof surface, unless the roof has a slope steeper than 4 units vertical in 12 units horizontal (33% slope). 1003.3.3.12 Roof hatches. All required interior stairways that extend to the top floor in any building four. or more stories in height shall have, at the highest point of the stair shaft, an approved hatch openable to the exterior not less than 16 square feet (1.5 m2) in area and having a minimum dimension of 2 feet (610 mm). EXCEPTION: A roof hatch need not be provided on pressurized enclosures or on stairways that extend to the roof with an opening onto that roof. 1003.3.3.13 'Stairway identification. Stairway identification signs shall be located at each floor level in all enclosed stairways in buildings four or more stories in height. Such signs shall iden- tify the stairway, indicate whether or not there is roof access, the floor level, and the upper and lower terminus of the stairway. The sign shall be located approximately 5 feet (1524 mm) above the landing floor in a position that is readily visible when the door is in either the open or closed position. Signs shall comply with requirements of UBC Standard 10-2. 1003.3.4 Ramps. 1003.3.4.1 General. Ramps used as a component in a means of egress system shall conform to the requirements of Section 1003.3.4. EXCEPTION: Ramped aisles within assembly rooms shall con- form to the requirements in Section 1004.3.2. 1003.3.4.2 Width. The width of ramps shall be determined as specified in Section 1003.2.3, but shall not be less than 44 inches (1118 mm), except as specified herein and in Chapter 11. Ramps serving an occupant load of less than 50 shall not be less than 36 inches (914 mm) in width. Handrails may project into the required width a distance of 31/2 inches (89 mm) from each side of a ramp. Other projections, such as trim and similar decorative features, may project into the required width 11/2 inches (38 mm) from each side. 1003.3.4.3 Slope. The slope of ramps required by Chapter 11 that are located within an accessible route of travel shall not be steeper than 1 unit vertical in 12 units horizontal (8.3% slope). The slope of other ramps shall not be steeper than 1 unit vertical in 8 units horizontal (12.5% slope). 1003.3.4.4 Landings. Ramps having slopes steeper than 1 unit vertical in 20 units horizontal (5% slope) shall have landings at the top and bottom, and at least one intermediate landing shall be pro - F pF F •t,