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08413 (SFD)54360 Avenida Alvarado IIIIIIII IIIIIIIIIIIIIIII 18 flEi _ Building Address 56-360 Alvarado 4aditrad P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 Owner Mailing - Address rest?! w. 17.eai7AbierA .City . Conus for flwnar%Builder frjp tn2'53 23X15 Tel. 321.-929 Address BUILDING:- TYPE CONST. A.P. Number Legal Description Project Description No. 08411 OCC: GRP.• City Zip Tel. gm/ VP OP State Lic. & Classif. A71507 City Lic. # Arch., Engr., Designer Address Tel. Sq. Ft. • Size 1680 No. Stories No. Dw. Units New ❑ Add ❑ Alter 0 Repair 0 Demolition 0 City r 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 1 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 permlt 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 3.01 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 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 '7lnprovement is sold within one year of completion, the owner -builder will have the burden . of•provving that he did not build or improve 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 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 (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 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 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 Estimated Valuation PERMIT 11.5"1 -.SO AMOUNT Plan Chk. Dep. Plan Chk. Bal. 250800 Const. Mech. 261.53 AJ/4 Electrical Plumbing S.M.I. &1— 330_3i 141,00 Grading Driveway Enc. Infrastructure l-teGiCC "la 25 00 2,fff1,&7 ,.,.• TOTAL 3243..37 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 INSPECTOR Issued by: Date 7 /27 /90ermit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL _ SO. FT. SO. FT. SO FT SQ. FT. SO. FT. SO. FT. SQ FT.@ VALUATION @ $ STORAGE TANK FORMS UNITS ROUGH WIRING DUCT WORK ROCK STORAGE / FOUND. REINF. /p/7/� u / %!/ ����"''6666 GAS (ROUGH) METER LOOP 2ND FL. OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) �� TEMP. POLE /O/(J/Gj�/'i t `( `G� GROUT WATER HEATER YARD SPKLR SYSTEM FINAL INSP. POR. ® GRADING cu yd _$ MOBILEHOME SVC. FINAL INSP. 61--,y._ 9/jam ffff���� $ plus x$ BAR SINK FINAL INSP. GAR @ /�� REMARKS: VENTILATION // POWER OUTLET FIRE ZONE ROOFING ROOF DRAINS CARP. ® GAR. FIREWALL /�/I,, LATHING ?ANN ////4',' ///i MESH DRAINAGE PIPING FINISH GRADING WALL FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESBNITIALS 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. SQ. FT. @ c BATH TUB SQ. FT. @ c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 116 c SEWAGE DISPOSAL SQ.FT.GAR @ Vic 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 /O/9/4!" 4A. GROUND PLUMBING}%% ge2AUNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE R79/49, A ROUGH PLUMB.B. BONDING HEATING (ROUGH) STORAGE TANK FORMS YL, SEWER HR-6Ei� ROUGH WIRING DUCT WORK ROCK STORAGE / FOUND. REINF. /p/7/� u / %!/ ����"''6666 GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) �� TEMP. POLE /O/(J/Gj�/'i t `( `G� GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu yd _$ LUMBER GR. FINAL INSP. 61--,y._ 9/jam ffff���� $ plus x$ FRAMING /, // 10 / FINAL INSP. �#471:9 ROOFINGI `0/71/ fj) /�'� l4tt// /�� REMARKS: VENTILATION // FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL /�/I,, LATHING ?ANN ////4',' ///i MESH INSULATION/SOUND /03//0„ FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESBNITIALS GARDEN WALL FINAL DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111 Indio, CA 92201 (619) 347-8631 Type of Permit NOTICE: Document Cannot Be Duplicated Date No. 1 10136 9/7/90 Owner Name APN # Jacques LeFefure No. Street See Below 11111114111 111 19 La Quinta city La Quinta zip 92253 Type of Development Tract # Lot # Study Area Square Footage No. of units Permit # Log # 110 Single Family Residence Comments 54-360 Alvarado and 54-340 Avenida Alvarado 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 feempted by Shelley D. Bennett 1/v/..(1/„(9,A,A41 fr.,(41; i L : -( ' Collector: Attach a copy of County or City plan check application form to Digi iet copy. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting Signature Telephone 324-9420 Payment. Received Check No. 2265 Building Address 44'4id� P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 Owner Mailing Address City Zip Tel. Contractor Address BUILDING: TYPE CONST. A.P. Number Legal Description Project Description iIIIIIIIILIIIIIIIIIIIIII 20 APPLICATION ONLY OCC. GRP. City Zip Tel. State Lic. & Classif. Arch., Engr., Designer Address City Lic. # Sq. Ft. Size No. Stories No. Dw. Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Tel. City Zip State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licen ed -under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business 9nd'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, atter, improve, demolish, or repair any -.structure, prior to its issuance also requires the applicant for such permit to Me 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 cavil 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 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.) ❑ 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 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 D 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.) 1 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: 11, 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. 1 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 BUILDING DIVISION Estimated Valuation PERMIT 93/6 2.(57•eO AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing /o • 3v S.M.I. Grading Driveway Enc. Infrastructure er 2O®/t'Z— TOTAL 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 Permit Validated by: VP INSPECTOR 1ST FL. .._. 2ND Ft_. POR. GAR. CONSTRt/G`T .�u.... _ UNDERGROUND ON E TIMATE $ I Zre2.3 eC NO. ELECTRICAL FEES FORMS NO. PLUMBING FEES _.._._... w..3 SQ FT. . SQ FT.et SQ FT SQ FT.(it( SQ. FT SQ. FT. SQ. FT. VALUATION '<5- UNITS HEATING (FINAL) OTHER APP./EQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SPKLR SYSTEM ._._...... .. _ e...._..... BAR SINK ✓ �'' BOND BEAM MOBILEHOME SVC. GRADING cu yd =$ LUMBER GR. — FINAL INSP. POWER OUTLET FINAL INSP. $ plus. x$ ROOF DRAINS ROOFING ` INSPECTOR'S SKI CAR P. WALL. ..__ ._... ��< VENTILATION FIRE ZONE ROOFING FIREPLACE DRAINAGE PIPING _.. n /7yz LATHING MESH INSULATION/SOUND DRINKING FOUNTAIN _... rt _ -- FINAL INSPECTION ._. FENCE FINAL GARDEN WALL FINAL URINAL. .._ ESTIMATED CONSTRUCTION $ WATER PIPING .. ... NOTE: Not to be used as property tax valuation FLOOR DRAIN MECHANICAL FEES WATER SOFTENER WASHER(AUTO)(DISH) /I •-...1. VENT SYSTEM /FAN EVAP.000L HOOD SIGN APPLIANCE DRYER GARBAGE DISPOSAL f� VV FURNACE UNIT WALL FLOOR SUSPENDED / / t v --- LAUNDRY TRAY KITCHEN SINK AIR HANDLING UNIT CFM ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET LAVATORY SHOWER /2-- /8 �, -' " - '' °^^' COMPRESSOR HP / 6 f t% POLE, TEM/PERM AMPERES SERV ENT /5- - r�' HEATING SYSTEM FORCED GRAVITY BOILER B.T.U. SQ. FT. @ c BATH TUB ^–�, SQ. FT. @ c WATER HEATER 7 G MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID @ 11/a c SQ.FT.GAR rt 3A --/I C5) SEWAGE DISPOSAL HOUSE SEWER GAS PIPING PERMIT FEE �Z.,.' / S G ..... PERMIT FEE DBL TOTAL FEES .. MICRO FEE / MECH.FEE , ----- PL.CK.FEE 72. PERMIT PERMIT s,3 FEE CONST. FEE 6/2.$ / ELECT. FEE !3o •3 --^ SMI FEE ‘ - s 21 PLUMB. FEE `g` - 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. FRAMING FINAL INSP. $ plus. x$ ROOFING ` INSPECTOR'S SKI REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING -- FINAL INSPECTION FENCE FINAL GARDEN WALL FINAL JAMES O. WALLACE Apticullurai Commissioner Director of WeighIs & Measures DATE 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 CASE NO.? c C t DEVELOPER'S NAME: ADDRESS: C 'TELEPHONE: (k;(J) 3c/) 9 11I111I11I111111III 21 IE CALVIN C. KAMINSKAS Assislonl Commissioner CLEMENT BENVENISIE Sealer 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 must be notified immediately. Thank you for protecting and preserving the Coachella Valley's pest -free environment. Agricuttura armissioner's Office cc: Indio and Riverside Office Aiskof 6t44 etAtrIP/ Nina a 1111111111 22 IE F1BERMESH COMPANY +9443'F4ir'oaki*Boctiedttt"Ar 'Suite 269 8*cr$mento► CA 95025 -- (916) 641-5690 FARM 0j6)A641"4964 PAX TRANSMITTAL FORM bA'IX1 1 3 9 T1MXi ' TO _ J2cgue Le �'ebvre COMPANX1 PROM 1 Jeff Ferric--Fi erm h C . TOTAL NUMBER OF PAM INCLUa1Na THIS FofM:8• IP YOUf HAVE ANY PROBIAM9 WITH TRANSMISSION PLEASE CALL (916) 6410.8690. Fax No. 1-619-342-1280 Specification For Section 03240--FM120 Isc0--NER-284 F.E.D. Report NO.5 rtbf,Meeh Company • Worldwide Needquerlere s 4019 Industry Drive • Chattanooga, Tennessee 31418 b►vrl4roN or IrNfr/ HC n+nutt it$ t+n PART 2 - PRODUCTS 2.01 FIBROUS C()NCRE'i'E REINFORCENIEN 1': A, GENERAL Use only 100 percent virgin polypropylene, fibrillated fibers containing no reprocessed olefin materials and specifically manufbetured for use as concrete r+eccondery reinforcement. Volume per cubic yard shall equal a minimum of 0.1% (1.5 pounds). Fibers are for the control of cracking due to drying shrinkage and thermal expanalon/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 C4116 Type 1114.1.3 and ASTM C-1116 (Ref: ASTM C4018) Performance Level I t, outlined In Section 21 Note 17. Fibrous concrete reinforcement shall be manufactured by Fibermesh Company, 4019 Industry Drive, Chattanooga, 1 nneesee, USA, 37416. (615) 892.7243, B. PHYSICAL CHARACTERISTICS: 1. Specific gravity 2. Tensile strength 3. Fiber length 0.91 B0 - 110 ksi. graded par 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 [ - 1 of Division 3 where the concrete is tested in accord with ASTM C-94 and ASTM C-1116 Type 111 4.1.3 and ASTM C-1116 (Ref: ASTM C-10113) Performance Level 1, outlined m Section 21 Note 17. PART 3 - EXECUTION: 3.01 EXECUTION: 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. R. 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 (BOCA) National Building Code 2. Southern Building Code Congress International, Inc. (SBCCI) Standard Building Code 3. International Conference of Building Officials (ICBO) Uniform Building Code l). Provide fibers for concrete reinforcing capable of achieving a two hour fire resistance rating when tested under ASTM E.119-83 (Standard Method of Firelests 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, end Omega Point Laboratories, Inc. 3.02 h1ANt1F"ACI't)RER'S FiEL.l) 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 C()NCRKTE PLACING ANi) FiNISIIiNG: A. Place and finish concrete materials as specified in section 1 1 of Division 3 of the specifications. END OF SECTION Fihermesh Regional Offices: Contact your Regional office for additional technical information and this specification on IBM—PC diskette. Northeast (609) 488.5784 Southwest (512) 261.4600 Western (916) 641-5690 Central (708) 386-(1033 Northwest (303) 670.0447 Southeast (407) 793-7050 E'thermesh Worldwide headquarters, 4.019 Industry Drive, Chattanooga, IN 37416 (615) 892.7243 Fax: (615) 892-3506 FAl•tio 110 WA EIBERME SH Making Good Concrete getter® PART 1 - GENERAL SPECIFICATION FOR SECTION 03240 FIBROUS CONCRETE REINFORCING This document has been prepared In accordance with the CSI Three Part Specification Pbrmat 1.01 SF(''l'ION 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 Ptbermesh fiber to the concrete mix in proper volume (0.I%). 1,02 RELATED 'WORK SPECIFIED IN OTHER SECTIONS: A. Section 03210: Reinforcing Steel B. Section 03300: Cast -In -Place Concrete C. Section 03400: Precast Concrete D. Section 03500; Cementitious Decks and 1bppings E. Section 03360: Specialty Placed Concrete (Shotcrett) 1.01 RI FEREN(.'rsS: All 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, ICOO Uniform Building Code and all supplements as adopted by the Council of American Building Officials. 2. American Concrete Institute (ACI): ACI 211, Standard Practices for Selecting Proportions for Normal, Heavyweight, and Mass Concrete ACI 319, Building Code Requirements for Reinforced Concrete ACI 544, State of the Art Report of Fiber Reinforced Concrete ACI 544.2R, Measurement of Properties of Fiber Reinforced Concrete 3. Fire Classifications: Underwriters Laboratories (UL) report File Nn. R$534.11 Southwest Certification Services (SwCS), Omega Point Laboratories, Inc. # 8662.1 on Series 700, 800 and 900 composite metal deck assemblies 4. American Society of 'hating and Materials (ASTM): ASTM C4116, 'Type Ill Section 4.1.3 and 4.2 and Performance Level I lbughness index 1, outlined in Section 2! Note 17, "Standard Specification for Fiber -Reinforced Concrete and Shoterete" ASTM C-1018, "Standard That Method for Flexural lbughness 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 SIJIIMIT1'AI,S: A. Submit product data under peovisions of Section (01300) 1 1. B. Submit f ) copies of manufacturer's printed product data, clearly marked, to indicate proposed fibrous con- crete reinforement 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. 11 Submit ) copies of a certificate prepared by the concrete supplier under provisions of Section (01400) f ) 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) copy 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, OV BR 121^?212402 P. 0r, Load Testing of the Three Slabs The load testing of the three concrete slabs was conducted on May 24, 1986, when the slabs were 30 days old and had been drying front the top surface for 27 days, All dial gages were zeroed and force was applied in increments 011,000 Ibe, (453,6 kg). After each Increment, the force was held constant and the dial gages were road. Output from the strain indicator was checked periodically by oomparing with anticipated end actual pressure gage readings. Force application oontlnued until each slab failed. Testing of Teat Specimens Three 6 by 12 in, (15 cm by 30 cm) cylinders and two 8x8x30 In. (16x15x76 cm) prisms, for each set of specimens, were strip- ped the day after Casting and transferred to a curing lank. The cylinders were tested for compressive strength (ASTM 039) and the beams were tested for flexural strength (ASTM C78) at ages of 28 days, Closeup view 01 lead test setup. The remaining six cylinders and two prisms were cured under wet burlap and polyethylene for three days, At 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 cylinders and uncovering the prime, the curing COndltlon of the Slabs was simulated, 1.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 prisms cured wet for 3 days and dried for 27 days was determined at the time the slabs were load tested. Compressive Strength & Flexural Strength. Concrete Plain 28 days wet CUM 3 dey► wet cure & 25 dye dry cure With Fibre 28 days we cure 3 days wet curs 8 25 daye dry owe .6ech vewe Is the eVetapl 01 Three tests Beach value 4 the swops 01 1w0 Mt. Compressive Flexural Strength Strength PSI,(Nimm2) PSI SNtmm2)" 5,830 (41.81) 0.840 (40.88) 8.280 (43 82) 8,480 (48 38) 760 (6..26) 730 (6.11) 766 (6 28) 780 (6.32) SUMMARY OF TEST RESULTS Test Specimens The results of the compressive end flexural etrength tests Indicate: 1, The measured compressive and flexural strengths were unaffected by the two curing methods. 2. The average compressive strength of the Flbermesh co.n trete of 8370 psi (44.59 N/mm') wee an 80/0 Increase over the plain concrete, 3, The respective flexural strengths of the plain and the Flbermesh concrete were 740 (6.18 N/mm2) and 760 pet (5,32 N/mm9), Load Testing of Three Slabs 1. The respeotive }allure loads for the Plain, WWF and Flbermesh stabs were 18,000 !be, (7268 kg), 17,000 lbs. (7711 kg) and 17,360 lbs. (7870 kg). 2. The WWF slab faked at a etatic load of 17,000 Ibs. (7711 k9) without allowing reading of the dist gages. in con- trast, the dial gages could be read at the same Toad for the Flbermesh Slab. 3. The relationship between applied load (force) and measured deflections was approximately linear for the slabs up to about 14,000 lbs. (8380 kg) force. CONCLUSIONS: 11,000 16,000 15,000 14,000 10,000 12,000 11,000 10,000 9,000 8,000 7,000 6,000 5,000 4,000 3,000 2,000 1,000 0 l� / 0 — Plain ® o -- WWF x — Fibermesh C) — Failure 10 20 30 40 50 Average Net Dafiaotions at ogee 8 and ? (x0.001 in.) Foroe.vereuedefleotion tnuvea for the 3 slabs, • 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 slab. — Equivalent load -deflection relationship. • The flexural capacity of the slab containing Flbermesh was 2 percent higher than the slab containing welded wire fabrio and 8 percent higher than the plain concrete slab, • The load deflection date indicate that the respect to flexural response characteristics, pibermesh fibers can be used ss a practiced alternative to welded wire fabric which Is commonly used for shrinkage crack control purposes In essentially unrelnforced concrete. A direct excerpt from the Wits, Janney, Elaine & Associates report F BERMESH '12 FiBtRMESH COMPANY 4019 industry Drive Chattanooga, TN 37416 815/892.7243 I)tVI ON OF SYNTHETIC INDUSTRIES, INC FM.106 REV. 12/58 8905 Copyright Flbermesh Company 1986 Printed in U.S A. 90 07:19 12137218452 F. 04 I IIIIIII ILII III VIII IIII 23 IE Council of American Building Officials INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS SECRETARIAT SOUTHERN BUILDING CODE CONGRESS iNTERNATIONAL, INC, BUILDING OFFICIALS AND CODE ADMINISTRATORS INTERNATIONAL, INC. 5360 South Workman Mill Road Whittier, C,alifo nirr 90601 900 Montclair Road 4051 West Floitsmoor Road flirniii ;ham, Alabama 35213 Country Club Hills, Illinois 60477 NATIONAL EVALUATION SERVICE COMMITTEE 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 o collated fibrillated polypropylene olefin fiber furnished in smrali bundles that unravel when added to a concrete mix. Shrinkage resistance of normai.weicght and lightweight concrete arra enhanced when a concentration of 1.5 pounds of fibers are mixed with one cubic yard of concrete. Criackinf} 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, ur 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. 1111. IDENTIFICATION Fibermesh Fiber is shipped in bags bearing identification of the product including; the name and address of the manufacturer and the NES report number, IV, EVIDENCE SUBMITTED 1. Report u( tests of compressive Ktrength, flexural strength, tensile strength, modulus of elasticity, evaporation and water migration, conducted by Paul Krasai, P, E;,, dated August 29, 1983. 2, Report of tests on compressive strength, flexural strength, impact reinforcement pullout, 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 Concret(-% prepared by the American Concrete institute Committee 544, 4. Manufacturer's descriptive literature. 5, Underwriters Laboratories, Inc. Test Report 811194/ 84NK20956, dated April 9, 1985. A preliminary investigation of four 36" x 36" x 6" thick concrete slabs consisting of either normal'weiyht or lightweight concrete with or without fihermesh fibers in small-scale fire tests, 6. lightweight Concretes 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 Slobs for Fibermesh, Inc., WJE No. 855030, dated July 10, 1985, performed by Wiss, Janney & Eistner Associates, Inc. V. CONDITIONS OF USE The National Evaluation Service Committee finds that the Fibermesh Fiber described in this report complies with the 1987 E3OCA 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, 4 This report is invited to the specific product (tics dote und test reports submitted by the application in its application requesting this report. No independent tests were perf(atrhed by the Nutinnul Fvuluotiin Service Committee, and the Committee specihi ully does not make ung warranty, either expressed or implied, cis to u+ly finaiirij ur other rrittut•r in this report us to any product covered by this report This disclaimer includes, but is not limited to, men-hontuhility this repot! is ulsu subjci.1 to the limitation listed herein. in •n7 90 07:21 1 1= _'1'_,_ EI CASTING OF CONCRETE SLABS Forme: The eIabe were cast on polyethylene on top of the existing laboratory concrete slab -on -grade. The sides 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 60- W1,4 x W1,4 welded wire fabric (WWF) was pieced on 4 in. (101 mm) high chairs In one Corm eo that the mesh was 2 In, (51 mm) below the finiehed stab surfeoe. Lifting Anchors, made Of bent pieces of No. 4 rebel., were embedded In each corner of all three slabs, CeetIng Sequence end Procedure: The three slabs were cast according to the following sequence. 1 The slab containing WWF. 2. The plain concrete slat+. 3. The slab containing Flbermesh fibers. After the "WWF" and the "Plain" slabs were oast, Flbermesh was added to the remaining concrete In the ready -mix truck et e quantity of 1,5 lbs. of fibers per cubic yard (0,9 kg/cubic meter) of concrete. The concrete with the polypropylene fibers was mix. ed for 8 minutes In the ready -mix truck end the "Fiber" slab was oast. Ali concrete wee Conaoildated using internal vibration. The concrete watt Subsequently struck with a wood board and given a magnesium float finteh. After Initial set, the three slabs were covered with wet burlap and polyethylene sheeting. Costing Test Steba F'.07 Fabrication of Test Specimens: Two Bets of test apeclmene, each consisting of six 602 In. (15x30 cm) oylinders and three exex30In. (15x15x76 cm) prisms, were fabricated during casting of the slabs, The first set of cyiinders 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 Fibarmeeh slab. After Initial est, 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 all four edges. Dri+ied•in expansion anchors were set on opposite sides of the slab to support a reaction beam. An I-beam supported by concrete blocks Independent of the slab was pieced perpendicular to the reaction beam. Twelve dial gage on magnetic stands were mounted along the 1 -beam to monitor deflections. The two gages closest to the center of the stab had a 3 in. (70 mm) stroke. The other dial gages had a 1 In. (25 mm) stroke, The gage points rented on 1 In. (25 mm) squares of glass pieta epoxied to the top surface of the concrete slab. The outer• most two dial gages were mounted over the centerline of the 4x4'e (10x10 cm) to monitor deflections at the support. Two 12x12x1 In, (30x30x2.6 cm) steel plates, placed on a piece of peg board over a piece of carpet of the same size as the plates, served as the force -transmitting system. Force was applied using a hydrauilo ram and a Calibrated toad cell placed between the reaction beam and the steel plate. Applied forces were monitored using the load cell and a strain indicator. Pam pressure could be read on a hydraulic preesure gauge (manometer). P1a1 Cage (typ,) Ram/Load C411 10" 10" 10" 10" 10' 10 (plar viae) Dlegram of Load Test Situp. �.rd' 10/03/ 90 07:22 121=184E2 agrAWNIIIMPAIIMI OFIVIIIIIIIIPAFIF R.J111:1E114i U F.EI•D. Report No. 5 STATIC LOAD TEST OF FIBERMESH VS WELDED WIRE FABRIC NOtE: The study wee conducted In the laboratorlea of Wfes, Janney, Elaine & Auoefefe*, Inc., Consulting & Ratearch Engineers by registered professional Engineers, Jane Holm wet Project EnQinear, Result* apply only to Plbermosit, PURPOSE OF THE TEST This test program compared on a large scale the flexural capacity and deflections of concrete slabs containing the recommended use of Flbermesh 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. Ali three slabs were cast from one batch of concrete. FABRICATION OF TEST SLABS Three 10 ft, by 10 ft, by 6 In, (3 meters by 3 meters by 15 Cm) concrete slabs were cast on April 24, 1985, in the Wise, Janney, Elstner Associates laboratories. The concrete mix was es follows: Mix Design; Readymixed concrete was a standard 4,000 psi (28 N/mm2 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 1,880 lbs. (853 kg) ASP., ,.. 1164 6 I..., Photo courtesy Wisa, Janney, Either & Associate., Inc. MEASURED PROPERTIES OF FRESH CONCRETE Air (pressure meter) 2.4 percent Slump 5 In, (127 mm) Unit Weight 150 pcI (2403 kg/m') Concrete Temperature 65°F. (18.3°C) e Buena Engineers, Inc. 111111,1E I i ii Nem.' 79-811 Country Club Drive, Suite 4 Bermuda Dunes, CA 92201 • (619) 345-1588 / 328-9131 24 Client Name Client Address Client Phone DATE pp -/ e'• J JOB NO. f ,y PROJECT LOT NO. LOCATION ? 3 § FIELD TESTING CONTRACTOR OWNER '. WEATHER MAXIMUM DRY DENSITY ` 0/0 TEMP. o at at Ne PM PRESENT AT SITE TEST NUMBER TEST LOCATION LOT NO. ELEVATION FIELD TESTING REFERENCE CURVE MOISTURE CONTENT % DRY DENSITY lbs./Cu. ft. MAXIMUM DRY DENSITY ` 0/0 MAXIMUM DRY DENSITY lbs./cu. ft. OPTIMUM MOISTURE CONTENT ylf a i REMARKS: �x�w. sfd""�x'�: �,a,x,F f,.�is,��,?�. �''.�. ,�",� 1 ;'p" 1"�x•F ,�' t/�Lw'.� <f / �x I.M y-� ? i � t° Rte, f a e°'. / ��s� ,� j,• #�``:"" s 1 � � .t �" �>./ �+ ..�� . ,�' t,t.� _' ✓ ,F r,P �ec' .�.� � f `� .,� :��` CLIENT REPRESENTATIVE SIGNATURE TECHNICIANS SIGNATURE O r sv O 5 El; llsoded JewotsnC ❑ D co 3 - 'TV - luewAed puofl ❑ 0 0 a ❑ Plan Check Fees Water / Sewer - - local - ead uolloadsul ❑ aweN - lun000y paloallooufl 0 a6Jeg0 uo wn1 0 O Temporary Construction Meter 'C•d'W S'M ❑ e eyC Alloeda3 uollellues DODO ealeyoJnS JalayA (s))0a1.43 Joloe10(1 (s)leaelel asnOH s)Molpioee CK co co co 0 F, m D D • a O a c • y z 0 ad panieoay sir r U 1 • G 2 6' iiv13o 1d13931:1 HSVO m