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08412 (SFD)54340 Avenida Alvarado r1iiiiiiiitiiiii; IE Buildin Address 64-340 Avenida Alvarado 44dtL. P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 Owner .fisx4ass,fto tispoftaxts Mailing Address n7er City - - ..Zip Contrac`fffr" "'"'"` Owner -/Builder Tel. 24 ,22 Address BUILDING: TYPE CONST. No. 08412 OCC: GRP. A.P. Number Legal Description Project Description City Zip Tel. State Lic. Classif. City Lic. # Arch., Engr., Designer Sq. Ft. Size 1680 No. Stories No. Dw. Units New ❑ Add.❑ 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 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 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 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 7037.5 by 'any applicant for a permit subjects the applicant to a civil penalty of not more than live 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. 1!, 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 o! property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant fo the Contractor's License Law.) ❑ 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 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 thg 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. 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 Estimated Valuation PERMIT 6714 0111 AMOUNT Plan Chk. Dep. 250.00 Plan Chk. Bal. •262:53 Const. Mech. Electrical Plumbing 612,50 49.00 1 0.34 141.00 S.M.I. 6.58 Grading Driveway Enc. 20.00 20.00 Infrastructure 2,001.42 Prr_stine P1lrt 25.0 TOTAL REMARKS 3,243_37 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 INSPECTOR •Issued by: Validated by: Validation: Date 7127/90Permit CONSTRUCTION ESTIMATE NO. • ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SQ. FT. SQ. FT. SO. FT. SO. FT. SQ. FT. SO.FT.a SO. FT. VALUATION ® $ STORAGE TANK FORMS UNITS ROUGH WIRING. DUCT WORK ROCK STORAGE FOUND. REINF. /.n/147., ///� �l �' �!' /�L �' 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. /Y.le/�/A �lKl .G $ plus x$ BAR SINK FINAL INSP. GAR. @ REMARKS: VENTILATION` POWER OUTLET FIRE ZONE ROOFING ROOF DRAINS CAR P. ® GAR. FIREWALL�� 1 MESH DRAINAGE PIPING FINISH GRADING WALL FINAL INSPECTION - CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS DRINKING FOUNTAIN. • ' a URINAL ESTIMATED CONSTRUCTION $ WATER PIPING NOTE: Not to be used as properly 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. SQ. FT. ® c BATH TUB SQ. FT. a c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID a 114 c SEWAGE DISPOSAL SQ.FT.GAR a 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 /2/9/�QQ /11 GROUND PLUMBIN ifr.f% UNDERGROUND A.C. UNIT COLL. AREA - SLAB GRADE PLU B: p ROUGH/ BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER �< 0 �`� ROUGH WIRING. DUCT WORK ROCK STORAGE FOUND. REINF. /.n/147., ///� �l �' �!' /�L 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. /Y.le/�/A �lKl .G $ plus x$ // FRAMING f/// , A FINAL INSP. jROOFING /0//9//// jt2 LI) 6 LL O REMARKS: VENTILATION` FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL�� p, LATHING t�//WA/ f///+',4' C MESH INSULATION/SOUND 03/7©/a., FINISH GRADING FINAL INSPECTION - CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL • "4 DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated (619) 347-8631 Date 9/7/90 No. 10136 I Owner Name Jacques LeFefure APN # Type of Permit No. Street See Below City La Quinta I IIIIIII VIII III III I IIII 16 IE La Quinta r Type of Development Tract # Zip 92253 Study Area Lot # Permit # Log # 110 Square Footage Single Family Residence Comments 54-360 Alvarado and M-340 Avenida Alvarado No. of units 3360 2 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 1.58 X 3,360 or $ 5,308.80 have been paid to D.S.0 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 Jacques LeFebvre Name on the check By _ John D. Brooks Associate Superintendent, Business Services Fee collected /e empted by Shelley D. Bennett Paymei3t Reoeived Signature 147( e41/1"u/ff , • ;Check No. 2265 Collector: Attach a copy of County or City plan check application form•to DIb-t •ict. copy. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting Telephone 324-9420 4-9420 ©- - �o Building Address `)/ Tuff /T/1'cl✓ 4 44d4L. P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 Own Mailing AddressAddress S (- 279 City Zip 9 -2 / Tel. Contractor_ Address MINN17 APPLICATION ONLY • BUILDING: TYPE CONST. OCC. GRP. A.P. Number Legal Description Project Description City Zip Tel.. State Lic. & Classif. y 7) p —7 City. Lic. # Arch., Engr., Designer _ ( o /T Address 4 Siz eFt. Siz(� V No. Stories No. Dw. Units New ❑ Add ❑ Alter 0 Repair 0 Demolition 0 Tel. City Zip State Lic. # I hereby affirm that 1 7000) of Division 3 effect U � � pACTOR'S inions DECLARATION �' •nsed u r pro inions of Chapter 9 (commencing with Section Busi d ' ssions Code, and my license is in full force and OWNER -BUILDER DECLARATION I h •y affirm that I am exempt from the Contractors License Law for the following reason. (Sec. 7031.5,ttusiress and Professions Code: Any city or county which requires a pen dt 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 Brsiess and Professions Code. or that. he is exempt therefrom, and the basis for the aleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit subjects the applicant to a civil penalty of not more than lvehundred dollars (5500). 0 I, as owner of the property, or my employeeswith 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 Contractors 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. 1f, however, the building or improvement is sold mild, one year of completion, the owner -builder will have the burden of proving that he rid not build or improve for the purpose of sale.) -- -- ❑ 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) fcensed pursuant to the Contractor's License Law.) ❑ I am exempt under Sec B & P.C. for this reason' DATE IDate Owner .WORKERS' COMPENSATION DECLARATION hereby affirm that 1 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 pemdt is for one hundred dollars (5100) valuation or fess.) 1 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 APPLC.ANT: B, 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 provision or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY 1 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.) Lenders Name Lenders 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 Addrrna City, State, Zip BUILDING DIVISION Estimated Valuation PERMIT 93, 628.8 ' AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. 4(2_S5v Electrical Plumbing r(3o -3y l`fl•a-D S.M.I. Grading 20 Driveway Enc. So Infrastructure Zoo! • S4 Z r-e•c,sn ,.I TOTAL REMARKS 7 i - 32-”'37 UV.`71UG llt 6U''p d nAC'T..I d Tr1TALL 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 INSPECTOR Issued by' Date Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES Q 1ST FL. e !/f SO. FT. SQ. FT. SQ. FT. SO. FT. SQ. FT. SQ. FT. SQ. FT. VALUATION ® $ g Z©3 2 30 FORMS UNITS (1 DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP ___ 2ND FL. ® / 297h �� TEMP. POLE MOBILEHOME SVC./ GROUT WATER HEATER YARD SPKLR SYSTEM BAR SINK q _, POR �/� v @ GAR. / ® 6 ?2,0 - POWER OUTLET $ plus x$ FRAMING FINAL INSP. ROOF DRAINS DRAINAGE PIPING ROOFING CAR P. @ WALL ® /7(%%i — FIREPLACE SPARK ARRESTOR DRINKING FOUNTAIN GAR. FIREWALL LATHING , MESH INSULATION/SOUND FINISH GRADING URINAL FINAL INSPECTION ESTIMATED CONSTRUCTION $ INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL . , WATER PIPING 43 NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM (FAN EVAP.COOL HOOD ( $Q SIGN 7 WASHER(AUTO)(DISH) 2 APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED `( �' LAUNDRY TRAY AIR HANDLING UNIT CFM -2,, KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC ‘..ir WATER CLOSET I lj COMPRESSOR HP /6 5"0 POLE, TEM/PERM LAVATORY 0HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT i5--.T":72. U SHOWERBOILER B.T.U. SO. FT. ® c /% BATH TUB 7, SO. FT. ® c 1 WATER HEATER 7 MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/4 c 58 ?V SEWAGE DISPOSAL SQ.FT.GAR @ Mc 2) """ l HOUSE SEWER 2j GAS PIPING PERMIT FEE 5111° PERMIT FEE 15 ( PERMIT FEE f 5- _+ DBL TOTAL FEES MICRO FEE MECH.FEE (if, ev PL.CK.FEE 5-,` ' 3 CONST. FEE 6/2.5& ELECT. FEE 130 --N SMI FEE 6.5-R PLUMB. FEE Cil - • STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP./EQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu yd _$ LUMBER GR. FINAL INSP. $ plus x$ FRAMING FINAL INSP. ROOFING REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL . DESERT SANDS UNIFIED SCHOOL DISTRICT . IIIIIIIIIIIIIIIIIIIIIIIII 19 IE - NOTICE: Document Cannot Be Duplicated Date 9/7/90 No. 1 10136 1 Owner Name Jacques LeFefure APN # 82-879 Highway 111 Indio, CA 92201 (619) 347-8631 Type of Permit No. Street See Below City La Quinta La Quinta Type of Development. Tract # Zip 92253 Study Area Lot # Permit # Log # 110 Square Footage Single Family Residence Comments 54-360 Alvarado and 54-340 Avenida Alvarado No. of units 3360 2 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 1.58 X 3,360 or $ 5,308.80 have been paid to D.S.0 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 Jacques LeFebvre Name on the check By John D. Brooks Associate Superintendent, Business Services Fee collected /e.7n pted by Shelley D. Bennett • Telephone 324-9420 Payment Received Signature /Q,j,1,A7Q • '41/1:U-/(11 heck No. 2265 Collector: Attach a copy of County or City plan check application fornt,to DI' ta'k . copy. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting JAMES O. WALLACE Agricultural Commissioner Director of weights & Measures OFFICE OF AGRICULTURAL COMMISSIONER AND WEIGHTS & MEASURES 4080 LEMON STREET. ROOM 19 RIVERSIDE. CALIFORNIA 92501 (714) 787.2561 49613 Highway 86, Suite B12 Coachella, Ca. 92236 (619) 342-8291 DATE 'cr) , 0 CASE NO.? C. CC 7 g —1 11111111 1111111111111 111121 IE CALVIN C. KAMINSKAS Assistant Commissioner CLEMENT BENVENISIE Sealer DEVELOPER'S NAME: : c C. `1 e S L 4? cC 2 Y •e ADDRESS: ?-0. [.��� a ) ?(\k\ - CA caaaI TELEPHONE: (.6/ 7) 3 Cla 9 y LSI- /c) Ok.)e...14(QywvAkc Dear Developer: After reviewing your landscaping plans, all plant material listed is not in violation of quarantine laws governing the Coachella Valley. If substitutions do occur and they differ frau plant material listed, this office :rust be notified immediately. Thank you for protecting and preserving the Coachella Valley's pest -free environment. Agricultura armissioner's Office cc: Indio and Riverside Office ttalt►y er•I Convil• eon•► • •1 WW1 22 FIBERMESH:COMPANY WESTERV mums fg4A3`1'birRoeCA�`Bgg8Z5�11'a�916)te 641.�5690 9 Sacramento FAX N '16)4 641"$904 PAX TRANSMITTAL FORM DAT81 1 3 9 TiMt�l '� TOl Jacaue Le Feburs COMPANYI FROM Jeff Petrie --F1 arm h C TOTAL NUMBER OP PACES INCLUn1Na THIS FORM 8 • IP YOU HAVE ANY PROBLEMS WITH TRANSMISSION PLEASE CALL (916) 641.56004 Fax No. 1-619-342-1280 Specification For Section 03240--FM120 IBCO--NBR-284 F.S.A. Report N0.5 rlb/rmish Company t Worldwide Headquarters • 4o19 Industry Drive • Chattanooga, Tennessee 31410 bwt*$ON O► IrNf tiro n+nul"Nnt/, +un PART 2 - PRODUCTS 2.01 FIBROUS C()NCRE1'F: REINF'()RCEMEN'1': A. GENERAL: Use only 100 percent virgin polypropylene, fibrillated fibers containing no reprocessed olefin materials and specifically manufactured for use as concrete secondary reinforcement. Volume per cubic yard shall equal a minimum of 0.196 (1.3 pounds). Fibers are for the control of cracking due to drying shrinkage and thermal expansion/contraction, reduction of permeability, increased Impact capacity, shatter resistance, abrasion resistance and added toughness. Fiber manufac- turer must document evidence of 5 year satisfactory performance history, compliance with applicable building codes and ASTM C-1116 Type 1114.1.3 and ASTM C-1116 (Ref: ASTM C-1018) Performance Level 1 1, outlined In Section 21 Note 17. Fibrous concrete reinforcement shall be manufactured by Flbermesh Company, 4019 Industry Drive, Chattanooga, 1bnneasee, USA, 37416. (613) 892.7243. B. PHYSICAL CHARACTERISTICS: 1. Specific gravity 2. Tensile strength 3. Fiber length 0.91 80- 110 Mi. graded per manufacturer C. Fibrous concrete reinforcement materials provided in this section shall produce concrete conforming to the requirements for each type and class of concrete required, as indicated on the drawings and specified in Section ( J of Division 3 where the concrete is tested in accord with ASTM C-94 and ASTM C-1116'Ij.pe 111 4.1.3 and ASTM C-1116 (Ref: ASTM C-1018) Performance Level /, outlined in Section 21 Note 17. PART 3 - EXECUTION: 3.01 EXECU'T'ION: A. Add fibrous concrete reinforcement to concrete materials et the time concrete is batched in amounts in accord with approved submittals for each type of concrete required. B. Mix concrete in strict accord with fiber reinforcement manufacturer's instructions and recommendations for uniform and complete distribution. C. Provide fibers for concrete reinforcing meeting the requirements of the local building codes and all supplements as adopted by the governing agency in which jurisdiction the concrete Is placed. 1. Building Officials and Code Administrators International (SOCA) National Building Code 2. Southern Building Code Congress International, Inc. (SBCCI) Standard Building Code 3. International Conference of Building Officials (ICBG) Unlfotm Building Code 1). Provide fibers for concrete reinforcing capable of achieving a two hour fire resistance rating when tested under ASTM B -I19-83 (Standard Method of Fire Tests of Building Construction Material) on Series 700, B00 and 900 Composite Metal Deck Assemblies. Fire tests must be certified by Underwriters Laboratories, Southwest Certification Service, and Omega Point Laboratories, Inc. 1.02 MANUFA(:'I'URER'S IktEI.1) SERVICE: A. Provide the services of a qualified technical representative to Instruct the concrete supplier in proper batching and mixing of materials to be provided. 3.03 CONCRETE PI,A(:ING AND FINISIIiNG: A. Place and finish concrete materials as specified in section L. 1 of Division 3 of the specifications. END OF SECTION Eihermeah Regional OPrices: Contact your Regional office for additional technical information and this specification on IBM—PC diskette. Northeast (609) 488-5784 Central (708) 386-0033 Southwest ' (512) 261-4600 Northwest (303) 670.0447 Western (916) 641-5690 Southeast (407) 793-1030 Flhcrmesh Worldwide Headquarters, 4019 Industry Drive, Chattanooga, TN 37416 (615) 892.7243 tax: (614) 892.3506 fu•t!e t4Y0 NW SPECIFICATION FOR Making Good Concrete Aettero SECTION 03240 FIBROUS CONCRETE REINFORCING • This document has been prepared In aocordanee with the CSI Three Part Specification Format PART 1 - GENERAL 1.01 SECTION INCLUDES: A. This section covers Fibrous Concrete Reinforcement, including all materials, labor, equipment and services necessary to complete this work. Control of cracking due to drying shrinkage and thermal expansion and after -first -crack toughness is pro- vided by the addition of Plbermesh fiber to the concrete mix in proper volume (0.1%). 1,02 RI?1.A'I'E1) WORK SPECIFIED IN O'T'HER SECTIONS: A. Section 03210: Reinforcing Steel B. Section 03300: Cast-ln-Place Concrete C. Section 03400: Precast Concrete A Section 03500; Cementitious Decks and 'toppings E. Section 03360: Specially Placed Concrete (Shoterete) 1.01 REFER F.N(:'i S: AU materials provided under work of this section shall conform to the latest codes, test methods and standards of: 1. Building Codes; BOCA National Building Codes, SBCCI Standard Building Code, ICBG Uniform Building Code and all supplements pa adopted by the Council of American Building Officials. 2. American Concrete Institute (ACI): ACI 211, Standard Practices tin Selecting Proportions for Normal, Heavyweight, and Mass Concrete ACI 318, Building Code Requirements for Reinforced Concrete ACI 544, State of the Art Report of Fiber Reinforced Concrete ACR 544.2R. Measurement of Properties of Fiber Reinforced .Concrete 3. Fite Classifications: Underwriters Laboratories (UL) report File No. 88534.11 Southwest Certification Services (SwCS), Omega Point Laboratories, Inc. b 8662.1 on Series 700, 800 and 900 composite metal deck assemblies 4. American Society of Testing and Materials (ASTM): ASTM C-1116, 'Type III Section 4.1.3 and 4.2 and Performance Level I 'toughness Index outlined In Section 21•Note 17. "Standard Specification for Fiber•Reinforced Concrete and Shotcrete". ASTM C-1018, "Standard 'het Method for FlexuralTughness and First -Crack Strength of Fiber -Reinforced Concrete" (Using Beam with Third -Point Loading) ASTM C-94, "Standard Specification for Ready -Mixed Concrete" 5. American Society of Civil Engineers'(ASCE): ASCE Standard Specifications for the Design and Construction of Composite Slabs 1.04 SUBMITTALS: A. Submit product data under provisions of Section (01300) [ 8. Submit [ J copies of manufacturer's printed product data, clearly marked, to indicate proposed tibmus con- crete reinfbrement materials. Printed data should state 1.5 lbs. of fiber to be added to each cubic yard of each type of concrete. C. Submit ( 1 copies of manufacturer's printed batching and mixing instructions. D. Submit [ J copies of a certificate prepared by the concrete supplier under provisions of Section (01400) [ J stating that the approved fibrous concrete reinforcement materials at the rate of 1.5 lbs. per cubic yard were added to each batch of concrete delivered to the project site. Each certificate shall be accompanied by one (1) coy of each batch delivery ticket indicating the trade name, manufacturer's, name and amount per cubic yard of fibrous concrete reinforcement material added to each batch of concrete. E. Submit project references indicating a satisfactory performance of the fiber reinforcing material with an experience period of no less than five (5) years under the same trade name and manufacturer. OvBR 10/03/90 07 : E 1.21 37218462 P. OE Load Testing of the Three Slabs The Toad testing of the three concrete slabs was conducted on May 24, 1988, when the eiabs were 30 days old and had been drying from the top surface for 27 days. All dial gages were zeroed and force was applied in Inorements 011,000 Iba. (453.8 kg). Atter each Increment, the force was held constant and the dial gages were read. Output from the strain indicator was checked periodically by comparing with anticipated end actual pressure gage readings. Force application continued until each Blab failed. Testing of Teat Specimens Three 6 by 12 In. (15 cm by 30 cm) cylinders and two 8x8x30 In. (15x15x76 cm) prisms, for each Set of epeolmene, were strip- ped the day after casting and transferred to a curing tank. The cyllndere were tested for compreaalve strength (ASTM 039) and the beams were tested for flexural strength (AVM C78) at ages of 28 days, Cioaeup view of load teat setup. The remaining six cylinders and two prisms were cured under wet burlap and polyethylene for three days. Al the time the slabs were uncovered, the burlap and polyethylene sheeting were removed, the bottom of the plastic cylinder molds were cut off, and the cylinders were laid on their side. The prisms remained uncovered In the molds until they were 30 days old (I.e. until the day of testing of the slabs). By cutting off the bottom of the cyllndere and uncovering the prisms, the curing condition of the slabs was simulated, I.e., maximum distance from any point to a free (dry) surface Is 8 In. (15 om). The compressive strength of the cylinders and the flexural strength of the prisma cured wet for 3 days and dried for 27 days was determined et the time the slabs were Toad meted. Compressive Strength & Flexural Strength. Concrete PIa)n 28 day. wet cure 3 days wet cure A 25 treys dry cure With Patel 28 days wet cure 3 days wet cure 8 26 day, dry our* Compressive Strength P91 (Nlmm2) 'gee) value a the IWre01 o) three teate. °Eaeh value la the avers0. 01 two Leets, 3,030 (41.81) 0,840 (40.88) 6.480 (43.82) 6,480 (43.38) Flexural Strength PSI SN/mm2 750 (6.28) 730 (S.11) 766 (648) 790 (6.32) SUMMARY OF TEST RESULTS Test Specimens The reeulte of the compressive end flexural strength taste Indicate: 1, The measured compressive and flexural Btrengthe were unaffected by the two Curing methods. 2. The average compressive strength of the Flbermesh con• trete of 8370 pal (44.69 N/mmr) wile an 80 Increase over the plain concrete, 3, The respective flexural strengths of the plain and the Flbermeeh concrete were 740 (3.18 N/mrn2) and 780 pal. (5.32 Nlmm0), Load Testing of Three Slabs 1. The respective failure loads for the Plain, WWF and Flbermeeh Blabs were 18,000 Ibe. (7268 kg), 17,000 lbs.' (7711 kg) and 11,360 lbs. (7870 kg). 2. The WWF elab failed at a static load of 17,000 Ibe. (7711 kg) without allowing reading of the dial gages. In con- trast, the dial gages could be read at the eame load for the Flbermeeh Blab. 3. The relationship between applied load (force) and measured deflections was approximately linear for the slabe up to about 14,000 lbs. (8360 kg) force, CONCLUSIONS: !1.000 16,000 13,000 14,000 13,000 12,000 11,000 10,000 9.000 8,000 1,000 6,000 5,000 4,000 3.000 2,000 1,000 0 0 10 20 30 40 Average Net Deflections at Gages a and 7 (x0.001 in.) F oroe•vereusdefleation aurve9 for the 3 slabs. 50 • The results of the study reported herein Indicate that substituting welded wire fabric with Flbermesh at a rate of 1.5 lbs. per cubic yard (0.9 kilograms/cubic meter) of concrete yields: — Equivalent flexural strength capacity of the slag. -- Equivalent Ioad•deflectlon relationship, • The flexural capacity of the slab containing Flbermesh was 2 percent higher than the slab containing welded wire fabric and 8 percent higher than the plain Concrete slab. • The load -deflection data Indicate that the respect to flexural response characteristics, pibermesh fibers can be used as a practical alternative to welded wire fabric which Is commonly used for shrinkage crack control purposes In essentially unreinforced concrete. A direct excerpt from the Win, Janney, Elaine & Associates report FM•106 REV. 121e9 8505 FIBERMESH COMPANY 4019 Industry Drive Chattanooga, TN 31416 6151692.7243 ()(VISION OF SYN1'Ill'rIC (Nl.flJ i'kitiS, INC. Copyright Flbermeeh Company 1986 Printed In U.S.A. 10/03/90 07:19 12137218462 P. 04 IIIIIIIIIIIIIIIIIIIIIIIII 23 IE Council of American Building Officials INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS SECRETARIAT SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL, INC, BUILDING OFFICIALS ANO CODE ADMINISTRATORS INTERNATIONAL, INC. 5360 South Workman Mill Road Whittier, Gdilornia 90601 900 Montclair Road Birmingham, Alabama 35213 NATIONAL EVALUATION SERVICE COMMITTEE 4051 West Florsmoor Road Country Club Hills, Illinois 60477 REPORT NO. - NER-284 Reissued February 1, 1988 This report is subject to reexamination in 2 years. FIBERMESH FIBER FIBERMESH COMPANY 4019 INDUSTRY DRIVE CHATTANOOGA, TENNESSEE 37416 1. SUBJECT Fibermesh fiber II, DESCRIPTION Fibermesh is a collated fibrillated polypropylene olefin fiber furnished in small bundles that unravel when added to a concrete mix. Shrinkage resistance of normal -weight and lightweight concrete are enhanced when a concentration of 1.5 pounds of fibers etre mixed with one cubic yard of concrete. Cracking due to drying shrinkage and thermal expansion is caused by tensile stresses which are created by differential strains that occur under uniform drying, temperature rise, or uneven restraint. Thus, shrinkage and thermal cracking resemble flexural cracking and are controlled by the suitable location of welded wire. fabric or the addition of Fibermesh Fiber to the concrete mix. 111. IDENTIFICATION Fibermesh Fiber is shipped in bags bearing identification of the product including; the name and address of the manufacturer and the NFIS report number, IV. EVIDENCE SUBMITTED 1. Report oaf tests of compressive strength, flexural strength, tensile strength, modulus of elasticity, evaporation and water migration, conducted by Paul .Kraai, P. E., dated August 29, 1983. 2. Report of tests on compressive strength, flexural strength, impact reinforcement pull-out, tensile strength and shrinkage, conducted by Ron S. Zolfo, University of Miami. Department of Civil Engineering, dated September 23, 1982. 3. State.of.the-Art Report on Fiber Reinforced Concrete, prepared by the American Concrete Institute Committee 544. 4. Manufacturer's descriptive literature. 5. Underwriters Laboratories, Inc. Teta Report R11194/ 84NK20956, dated April 9, 1985, A preliminary investigation of four 36" x 36" x 6" thick concrete slobs consisting of either normal -weight or lightweight concrete with or without fihermesh fibers in small-scale fire tests. 6, Lightweight Concrete Compressive, Flexural, and Splitting Tensile Strength Tests conducted by Paul P. Kraai, P. E„ dated October 2, 1984. 7. Static Load Tests of Three 10' x 10' x 6" Concrete Slaps for Fibermesh, Inc., WJE No. 855030, dated July 10, 1985, performed by Wiss, Janney & Elstner Associates, Inc. V. CONDITIONS OF USE The National Evaluation Service Committee finds that the Fibermesh Fiber described in this report complies with the 1987 BOCA National Building Code and 1988 Supplement, the 1985 Standard Building Code with 1986/1987 Revisions. and the 1985 Uniform Building Code, subject to the fibers being added to concrete in accordance with this report and the manufacturer's instructions. This report is subject to re-examination in two years. This report is limited to the specific: product and data und test report:; submitted by the application in irs application requesting this retxirl. No independent tests wore performed by the Notional Eiulusiiion Service Committee, and the committee spec•i/iculty does not make any warranty, either expressed or nnptied, cis to any finding or other rrlarrer in Ibis report us to any product couered by this report. This disclaimer includes, but is not limited to, merchantability. This repurt is ulsu subject to the limitation listed Herein, 10/07/90 0?: _'1 121372 18462 CASTING OF CONCRETE SLABS Forms: The slabs were cast on polyethylene on top of the exleting laboratory concrete elsb•on•grade. The atdee of the forms were made of plywood and were anchored to the floor slab. The Joints were sealed with silicone caulk and the Inside surfaces of the plywood were coated with form•oll.One layer of 6x9• W1.4 x W1.4 welded wire fabrlo (WWF) was placed .on 4 In. (101 mm) Mph chairs In one form so that the mesh was 2 In. (61 rnm) below the fintshed slab surface. Lifting anchors, made Of bent pleoes of No. 4 rebar, were embedded In each corner of ell three slabs, Casting Sequence and. Procedure: The three elebe were cast according to the following sequence. 1, The Blab containing WWF. 2. The plain concrete slab. 3. The slab containing Flbermesh flbers. After the "WWF" and the "Plain" Blabs were Oast, Flbermesh was added to the remaining conorete In the ready -mix truck Rt a quantity of 1,5 lbs. of fibers per cubic yard (0,9 kg/cubic meter) of concrete. The concrete with the polypropylene flbers was mix- ed for b minutes In the reedymlx truck and the "Fiber" slab was oast. ••. Ali concrete was consolidated using Internal vibration, The conorete was subsequently struck with a wood board and given a magnesium float flnlsh. After Initial set, the three slabs were covered with wet burlap and polyethylene sheeting. Coating Test Slabs P. 0? Fabrication of Test Spaclmene: Two sets of test specimens, each consisting of six 8x12 In. (15x30 cm) oyllnders and three ex6x30 In. (15x15x76 cm) prisms, were fabricated during casting of the slabs. The first set of cytlndera and prisms was made of concrete from the ready -mix truck before fibers were added and represents the concrete In the WWF and Plain slabs. The second set of cylinders and prisms was made after the fibers had been added to the remaining con- crete and represents the concrete In the Flbermesh slab. After Initial set, the specimens were covered with wet burlap and polyethylene sheeting. STATIC LOAD TESTING OF THE THREE SLABS Teat Setup. The slabs were elevated, using the embedded anchors, and supported on 4x4 In, (10x10 cm) wood beams along alt four edges. Dthied•In expansion anchors were set on opposite sides of the slab to support a reaction beam. An 1 -beam supported by conorete blocks Independent of the Blab was placed perpendicular to the reaction beam. Twelve dial gage on magnetic stands were mounted along the I-beam to monitor deflections. The two gages closest to the center of the slab had a 3 In. (70 mm) stroke. The other dial gages had a 1 In. (25 mm) stroke. The gage points rested on 1 in. (25 mm) squares of glass plate epoxied to the top surface of the concrete Blab. The outer- most two dial gages were mounted over the centerline of the 4x4's (10x10 cm) to monitor deflections at the support. Two 12x12x1 In, (30x30x2.6 cm) e1ee1 plates, placed on a piece of peg board over a piece of carpet of the same size es the plates, served as the force -transmitting system. Force was applied using a hydraullo ram and o Calibrated load cell placed between the reaction beam and the steel plate. Applied forces were monitored using the load cell and a strain indicator. Ram pressure could be read on a hydraulic pressure gauge (manometer). Raa/Lo.A C411 E. e -t1 10" 10" 10" 10" 10" 2" (plan view) Diagram of Load Test Situp. 10/03/90 07:_2 12137218462 P. 08 ,moi+.•• F.E.D. Report No. 5 STATIC LOAD TEST OF FIBERMESH VS WELDED WIRE FABRIC NOTE: The study wee conducted In the laboratories of Mos, Jenney, Flamer 3 Attocletee, Inc., Consulting & Reaesn:h Engineers by registered Professional Engineers, Jens Hohn wee Prefect Engineer. Reeulte apply only to Ffberrneeh, PURPOSE OF THE TEST This test program compered on a large ecale the flexural capacity and deflections of concrete slabs containing the recommended use of Flbermeeh polypropylene fibers to a plain concrete slab and a concrete slab containing a typical amount of welded wire fabric (WWF) for drying shrinkage crack control purposes. All three slabs were cast from one batch of concrete. WIMM h.y �.1i .....�'\ed •a Photo courtesy Wise, Janney, Elstner & Associates, Inc. FABRICATION OF TEST SLABS Three 10 h. by 10 ft. by 6 In, (3 meters by 3 meters by 15 cm) concrete Blabs were cast on April 24, 1985, In the Wise, Janney, Elatner Associates laboratories. The concrete mix was as foltowe: Mix Design: Reedy -mixed concrete was a atandard 4,000 pal (28 Nlmm2 mix, without air -entrainment, having the following mix design (1 yd.3, SSD quantities) (1 m3): Type 1 Portland Cement 584 lbs. (266 kg) Coarse Aggregate #6 Gravel 1,860 lbs. (853 kg) MEASURED PROPERTIES OF FRESH CONCRETE Air (pressure meter) 2.4 percent Slump 5 in, (127 mm) Unit Weight 150 pcf (2403 kg/m') Concrete Temperature 65°F. (18.3°C) r; -',4,....1.,;;,Mr.,,,,;,3,:41,•441r"0",tie41;;;e41406'cirr''...riit,[ IIIIII IIIII III IIIII IIII 24 IE Buena Engineers, Inc. 79-811 Country Club Drive, Suite 4 Bermuda Dunes, CA 92201 • (619) 345-1588 / 328-9131 •T-1�.a�'i�Y� '"`/ti"„1����INMq�lvV'i /n'F"l'�-�. , - Client Name Client Address Client Phone DATE /o- 3-90 JOB NO. 87- a 7v,q -IV PROJECT 5y 34/(1 t/ 5S/ -346 i/4F/V/t3/% /l/v,J,4f 1)0 LOCATION / A 61//J7r1 CONTRACTOR OWNER WEATHER (1 k /14 TEMP. oat g_ 00 AM) ° at PM PRESENT AT SITE A/O 2r. MAXIMUM DRY DENSITY lbs./cu. ft. OPTIMUM MOISTURE CONTENT % TEST NUMBER TEST LOCATION LOT NO. ELEVATION FIELD TESTING REFERENCE CURVE MOISTURE CONTENT % DRY DENSITY lbs./Cu. ft. MAXIMUM DRY DENSITY MAXIMUM DRY DENSITY lbs./cu. ft. OPTIMUM MOISTURE CONTENT % / 5V -34'o I te itr/1 /5of& /1/.1 /CE. l . /� 2 SLJ • 390 I fC /c,9 /O9' � 3 54'-3641 12SBi4., /3.1, //0,6 j 11 S.4' - Aco FG /1,1/ //IX rib 6x -'e -7/4/1-K .. - a 0 _ . FadIvks:6 4+,o/E SN -32c` Sy- 3416 s4' -3&I 54'-30 O, O of,„.....t. G 6 I e . /-lUL.IV/LTht /IcLFldADD N REMARKS: L/S/r/6 f9 /2//9 c /4. a 20M .13r/I/d/t/G /'37 1..):3 7F�75 Gtlf// /'/A2cvf C7) 76 tul TJ fre/ cc F 4/F /'I/n Is%G//'E. &7/, /II Q- i//2 /4/ef,44f�`f�,sifil% 1NL) rd67/A/ 6S ,(/4. & .r.q//44 7 b94// j/)7 /frlb, frig 7ErT,'1A 7213 CLIENT REPRESENTATIVE SIGNATURE FIELD REPORT %%- TECHNICIANS SIGNATURE Z5-- to (0 (07 7 Received From: Address • Account No(.e0 Service Address 5-4/ —2 )((Meter(s) yService(s) 0 Backflow(s) 41-! LA-) o,/ 5— •-•-• COACHELLA VALLEY WATER DISTRICT CASH RECEIPT DETAIL 7/1- (2;- • -Tor7741 11111114113 25 Date. cy3,_ --17/ 4/ IA Ce;$7.44t_ot 4424" .9---Yz," /9 c,V6'-.S-- Tract 71 "%et_ (r;f2e; • -:../.(/111 -9./1,77 .40— G.A. Code o — 0 House Lateral(s) 0 Detector Check(s) 0 MeterSurcharge Sanitation Capacity Charge (e) /3 ) "Ted -,1O,/ - Lel • $ 6Wo. /ot o w.s.q FC o Temporary Construction Meter o Turn on Charge 0 Uncollected Account - Name 0 Inspection Fee - Tract - Fee - 0 Plan Check Fees Water / Sewer Tract - o Bond Payment A D - Bond Assmt 0 Customer Deposit 0 Other Remarks: 0 Copy to: TOTAL $ SZS-4 o Cash Check Money Order 'PO 76W CVWD-438 (11/89) Water eery ice‘ Cashier