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0309-324 (SFD)LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that lam 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 Date ? f�' �/L Signature of Contractor—z 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. S�I have and will maintain workers' compensation insurance, as required by on 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: Cartier 31AT!?.1= i INT) Policy No 2129-03-00) 11.1125 (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 Califomia, and agree that if I should become subject to the workers' compensation pr v&s ns of Section 3700 of the Labor C,,00ef II forthwith comply with tho g�v&sion� av to:-... t,; Applicant_.? 1. rte`.. Warning: Failure to secure Workers' 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 Ouinta, 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. certify that I have read this application and state that the above information is • correct. I agree to comply with all City, and State laws•r1lating to the building construction, and hereby authorize representatives of t is City to enter upo the above-mentioned property for inspection purpose` ..Sigliat rue (Owner/Agent)/��) BUILDING PERMIT PERMIT# DATE VALUATION LOT TRACT A JOB SITE ADDRESS;'k rq�i.,iVFrtriJ C:C!'.1' APN <Ehiy9 OWNER CONTRACTOR / DESIGNER / EN &NEER q 7'I;i.s, j1K.c':f��lilt.l�:.i✓trp.:, X.7' i.r.l_1".t. �,:tC�.E�I��.rI r'r.>I�(�:wC1C.^Il.�.j.ra, �f+.,. 1>ALIV3 i"'h,'SIERT CA (760776-4215 +:'7p;1. i S"s'f.•i USE OF PERMIT `.;'l1>fG1A L?�;Sv3f(��i i71Ft %3_I>hlCi SFD-, F,RM1'l' DO)"S NOT INCLUDE BLt)C1C INALf.,/P,TOUSPA Olt .APPROA-rNi 1)1'W'fiVdf'vY,s'Ot�lf>L1.1UICF'LViTH %!,.L FEDERIA1, &STA'F'F LAVM I•N;°I,iE INO 1'FiFl �;td1f,A1J(11 Ri°13 SPECIES ACT OF 1973 (15 U, U.C. § 1591, El' Frt'+';t�:•'HIPP.Tio 920.00 SF 0YiR.A(0r.'.A.R.P0R.T 1,cF91,4(► SF C014Y R ACT .?lAr7C1'.. N T 29o,350.0o us PEPA '1 F F:lu: SUMMARY rCONSTRUCTIO)SI MY 101-000-A 16.000 El sU PLAN CFIKIC 17EX 101-0130-4.39-313 F19 DEPOSIT 101.OW439.31 S -51;2 o,00 MF.Cf4AANICA1: FillC 101 _0004211 _000 $207.50 F UP-TRICAL Y11:E 10 1 -000-4 ?*-000 83ti`i.V PLUMB1140 FEE 10I -000-4190-(500 STRONG MOTION liW. - 1'tUID 101-+001`1-24+1-C►f" 8gti,i!3 ORADINt31;T% $15,00 DEVELOPER fFA}SACT FEE Sw"18�.pu ART 1N P1. BLit 1r akGES - R&SIL 2,10_il(:C1- 45-000 E1,5ln.di SUB -TOTAL A;L t%A]) Pl AN t':HEA-11K B I C3, :',9, 59 LESS PRE -PAT -0 A, (Y.r.kIL P1,1410 -IT .I"�C' . N XN r) ,1'+l'OV/ MAR 0 41�'0� CITU OF R i.1 rfCd,+iP9CE. Lr.��T RECEIPT DA E'i I BY DATE F INSPECT r INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck 6 Exhaust Fans O.K to Wrap F.A.U. Framing Compressor Insulation y Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath W Orli& Drywall - Int. Lath Final Final BLOC9(WALL APPROVAL P®®LS - SPAS Steel Set Backs Electric Bond Footings ZMain Drain Bond Beam Approval to Cover 8, 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 ,SOs' Equipment Enclosure Shower Pans O.K for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Gas Piping Encapsulation Gas Test Appliances Final 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. Use of Power Final Utility Notice (Perm) COMMENTS: �(��}J�rv�,.e..J� PT y ��✓ w�)'�� 57-y -e-1 �a✓ nn L� ITTo Qll8�o3' CERTIFICATE OF COMPLIANCE �1NOFZ Desert Sands Unified School District � :o 47950 Dune Palms Road /� q Q BERMUDA DUNES Date 3/2/04 La Quetta, CA 92253 U) RANCHO MIRAGE d No. 25564 (760) 771-8515 INDIAN E RT �•, dj� PALM DEESERT y LA Ql11NTA QINDIO yl O Owner The Treasure Box LP APN # 770-240-009 Address 78370 Coyote Canyon Court Jurisdiction La Quinta City La Quinta Zip 92253 Permit # Tract # Study Area Type Single Family Residence No. of Units 1 Lot# No. Street S.F. Lot # No. Street S.F. Unit 1 78370 Coyote Canyon Court 9952 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments At the present time, the Desert Sands Unified School District does not collect fees on garagestea,rports, covered patios/Walkways, residential additions under 50.0 square feet; detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has beendetermined that 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 Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $2.14 X 9,952 S.F. or $21,297.28'have been paid 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 C/C-Pacific Western Bank, Paul Golden Check No. 242158 Name on the check Telephone Funding Residential By Dr. Doris Wilson Superintendent Fee collected Signature Payment Recd $21,297.28 Over/Under NOTICE: Pursuant to Government Code Section 6609(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the Districtps) behalf; whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting �-a- o �oCertificate of Occupancy T-emf ot r F 0F9 Bueldeng & Safety Department This Certificate is issued pursuant to the requirements of Section 109 of, the California Building Code,, certifying that, at the time of issuance,, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 78-370 COYOTE CANYON COURT Use classification: SINGLE FAMILY DWELLING Building Permit No.: 0309-324 Occupancy Group: R3 Type of Construction: V -N Land Use Zone: RL Owner of Building: BLAKE MIRAGLIA Address: By: DANIEL P. CRAWFORD JR. Date: NOVEMBER 15, 2005 Building Official POST INA CONSPICUOUS PLACE Earth Systems Southwest REPORT OF COMPRESSION TEST Tested In Accordance With ASTM C39 Date: July 13,'2004 Client: Tandy Inspection Services 78-194 Elenbrook CT Palm Desert, CA 92211 Attn: Mr. Jon Tandy Project: Miraglia Res. ©, The Traditions %g 3 70 Coro ,�_- Sample.Location: Basement -Column Base Plate -Cut Outs. 79-811B Country Club Drive Bermuda Dunes, CA 92201 (760)345-1588 Fax (760) 345-7315 File. -Number: 09191-01 pitl 00 ufi/T- Report No.: 2685 Date Cast: 6-16-04 Slump, in: 4 " ASTM C-143 Date Received: 6-17-04 Penetration, in N/A Cast By: Roy Douglas Air Temp, °F: 100 ASTM C-1064 Time Sampled: 12:30 PM Conc Temp, *F: 88 Mix Design: 4000(7 SK 3/4) Unit Wt., pcf. N/A ASTM C-138 Supplier: Desert Redi-Mix Air Content, %: N/A ASTM C-231 Specified psi: 4,000 psi Concrete Water Added: 3 gallons Ticket No: 38585 Lab Number 1-4 Time In. Mixer: 72 minutes Lab Number 1 2 3 4 Date Tested 6-23-04 7-13-04 743-04 8-10-04 Age at Test 7 28 28 56 Spec Size, in 6.00x12.0 6:00x12.0 6.00x12.0 Area, sq. in. 28.27 28.27 28.27 Total Load 80,500 107,500 103,500 Strength, psi 2,850 3,800 3,660 Type of Break Conical Shear Shear Tested By BG BG BG This is a report of test results only. No opinions guarantees or warranties of the contractor's work is made or implied. Respectfully submitted, Copies: 2/Tandy Inspection Services EARTH SYSTEMS SOUTHWEST 1/Golden Const. 1/City of La Qunita �• �� Accredled by the _. I B Evaluation S e ry l ce,. Inc . Amedcan.National Standards Institute e 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright © 2000 ICBG Evaluation Service, Inc: Filing Category: FASTENERS (066) QUIK DRIVE WSNTL WOOD SCREWS QUIK DRIVE U.S.A., INC. 436 CALVERT DRIVE GALLATIN, TENNESSEE 37966 1.0 SUBJECT Quik Drive WSNTL2LS, WSNTL2LR, WSNTLG2S, WSNTLG2R, WSNTL212S, WSNTL212R, WSNTLG212S, WSNTLG212R Wood Screws. 2.0 DESCRIPTION 2.1 General.- The eneral: The wood screws described in this report are substitutes for 10d common nails specified for horizontal plywood dia- phragm applications in Table 23 -II -H of the Uniform.Building Code- (UBC), and for plywood shear wall applications in Table 23-11-1-1 of the UBC. 2.2 Material: The WSNTL wood screws are No. 8 flat head, countersunk. wood screws complying with ANSI/ASME 818:6.1, except that the screws have a minimum thread diameter of 0.175 inch (4.44 mm), a minimum shank, diameter of 0.132 inch (3.35 mm), and are ?/3 rolled with buttress threads at approxi- mately 10 threads per inch (0.39 threads per millimeter): The screws are manufactured from C1018-01022 steel and are case hardened prior to the application of either a yellow zinc plating or a proprietary coating. WSNTL screws with the designation 2 (as in WSNTL2) are 2 inches (51 mm � long; with the designation 2.12 (as in WSNTL212) are 2 /2 inches (63.5 mm) long; with the desig- nation S (as in WSNTL2S) are collated; with the designation R are in loose form (as in WSNTL2R); and with the designa- tion G (as in WSNTLG212R) have a proprietary coating. Minimum bending yield strength of the screws is 1.93.6 ksi (1334.8 kPa). 2.3 Allowable Diaphragm;Capacities: Allowable shear values for wind and seismic forces of hori- zontal diaphragms and shear walls consisting of plywood at - ER -5053 Reissued December 1, 2000 tached to Douglas fir -larch lumber framing are shown in Tables 1 and 2, respectively., Allowable shear values for other wood species are adjusted by factors noted in the corre- sponding footnote under each table. 2.4 Installation: Prefabricated -drilling holes in accordance with the code for wood -screw installation are not necessary unless the wood splits. The screws must be installed with minimum edge and end distances of 3/8 inch (9.5 mm). 2.5 Identification: Fastener packages bear label noting the Quik Drive U.S.A., Inc., name and address; the product size; the evaluation re- port number (ICBO ES ER -5053); and the bending yield strength. 3.0 EVIDENCE SUBMITTED Data inaccordance with the ICBG ES Acceptance Criteria for Wood Screws (AC.120), dated September 1999.. 4,0 FINDINGS That the'Quik Drive U.S.A., Inc., WSNTL wood screws de- scribed in this report comply with the 1997 Uniform Building Code, subject to the following conditions: 4.1 Fasteners are installed in accordance with Quik Drive U.S.A., Inc., instructions and this report. 4.2 Horizontal plywood diaphragm shear loads are less than the allowable loads,shown in Table 1. 4.3 Plywood shear wall loads -are less than the allow- able loads shown in Table 2. 4.4 Fasteners are limited to installations in wood that has not been pressure-preservative,treated or fire - retardant -treated., 4.5 The fasteners are limited to installations where cor- rosion resistance is not required. This report is subject to re-examination in two years. CITY OF LA QUINTA FlUILDING & SAFETY DEPT. APPROVED rOR CONSTRUCTION RX Evaluation: reports of 1C80 Evaluation Service, Inc., are issued solely to provide information to Class A ineittbTr Ire report is based Evaluation reports are not to be construed im representing aesthelies or any other attributes not speciftcal(v addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant The ICBO Evaluation Service, /tic.. technical staff has reviewed the test results and/orother data, but does not possess testJacilides to Make mr independent verification. There is no warranty by IC80 Evaluation Service, /nc., express or implied, as to mtv "Finding"or other matter in the report or as to auv product covered by the report. This disclaimer inclttdes,.but is not limited to, merchantability. Page 1 of 2 Page 2 of 2 TABLE 1—ALLOWABLE SHEAR IN POUNDS PER FOOT FOR HORIZONTAL PLYWOOD DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINEI ER -5053 For SI: I inch = 25.4 mm, I pound per foot = 0.0146' N/mm. (These values are forshort-term loads due to wind or earthquake and'ntusi be:reduced 25. percent for normal Ioading.Spac.escrews, 12 inches (305 mm) on center along intermediate framing.members: Allowable shear values for screws in framing members of other species.set forth in Table 1 I A of the NDS* must be calculated for all other grades by multiplying the shear capacities for screws in Structural I by the following factors: 0:82 for species with specific gravity greater than or equal to 0.42 but less than.0.49, and 0.65 for species with a specific gravity less than 0.42. 2Framing at adjoining panel,edges must be 3 -inch nominal or wider, and screws must be:staggered where screws are spaced 2 inches (51 min) or 21/2 inches (64 mm) on center. ■■I■�■■�•��e 1 1 1 1'==_ >.■ +� X111 :� �••�';� 111111111►= 1111�1�1,== will filiMMMW i�11111111�� .1■1■►■�.�■� �ltl�:��� Im 111111► 11111111:.= 111111i111b 37 *For the purposes ofthisreport, NDS refers tothe ANSI/NFoPANDS-91 National Design Specification for Wood Construction, Revised 1991 Edition, and the Supplement to the 1991 Edition, adopted by reference in.Section 2316 ofthe UBC. TABLE, 2—ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR PLYWOOD SHEAR WALLS WITH FRAMING -OF DOUGLAS FIR-LARCHI.2,3 (in pounds per foot) PLYWOOD PANEL - GRADE MINIMUM' NOMINAL PANEL THICKNESS (Inch)- MINIMUM SCREW PENETRATION INTO - FRAMING (inches) BLOCKED DIAPHRAGMS 'UNBLOCKED DIAPHRAGMS 6Inches 4Inches 3 inches 2Inches Structural) Skxewspacing (inches) at diaphragm boundaries (all cases), 1114 340 510 665 870 C -D and C -C sheath- ing, plywood panel siding and other ply- wood grades cov-. ered in UBC Stan- dard 23-2 or 23-3 at continuous panel edges parallel to load (Cases 3 and 4), Screws spaced 6 inches, 310 460 600 770 15132 and at all panel edges (Cases S and 61 maximum, at support edges PANEL GRADE MINIMUM SCREW PENETRATION IN FRAMING (inches) MINIMUM NOMINAL PANEL THICKNESS (inch) MINIMUM 6 4 21/2 2 22 NOMINAL WIDTH OF Screw spacing FRAMING g ( inches ) at other panel edges MEMBER 6 6 4 3 (inches)and Case t (no unblocked edges or All other continuousconflgurattons joints parallel to (C 5 es 2, 3 4, Structural ) 2 320 425 640 730 285 215 11/4 15/32 3 360 480 720 820 320 240 C -D and C -C 2 290 385 575 655 255 190 sheathing -and other grades covered in UBC Standard 23-2 or 23-3 15/32 3 325 430 630 1 735 290 215 1962 2 320 421 640 730 285 215 3 360 480 720 820 320 240 For SI: I inch = 25.4 mm, I pound per foot = 0.0146' N/mm. (These values are forshort-term loads due to wind or earthquake and'ntusi be:reduced 25. percent for normal Ioading.Spac.escrews, 12 inches (305 mm) on center along intermediate framing.members: Allowable shear values for screws in framing members of other species.set forth in Table 1 I A of the NDS* must be calculated for all other grades by multiplying the shear capacities for screws in Structural I by the following factors: 0:82 for species with specific gravity greater than or equal to 0.42 but less than.0.49, and 0.65 for species with a specific gravity less than 0.42. 2Framing at adjoining panel,edges must be 3 -inch nominal or wider, and screws must be:staggered where screws are spaced 2 inches (51 min) or 21/2 inches (64 mm) on center. ■■I■�■■�•��e 1 1 1 1'==_ >.■ +� X111 :� �••�';� 111111111►= 1111�1�1,== will filiMMMW i�11111111�� .1■1■►■�.�■� �ltl�:��� Im 111111► 11111111:.= 111111i111b 37 *For the purposes ofthisreport, NDS refers tothe ANSI/NFoPANDS-91 National Design Specification for Wood Construction, Revised 1991 Edition, and the Supplement to the 1991 Edition, adopted by reference in.Section 2316 ofthe UBC. TABLE, 2—ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR PLYWOOD SHEAR WALLS WITH FRAMING -OF DOUGLAS FIR-LARCHI.2,3 (in pounds per foot) PLYWOOD PANEL - GRADE MINIMUM' NOMINAL PANEL THICKNESS (Inch)- MINIMUM SCREW PENETRATION INTO - FRAMING (inches) PANELS APPLIED DIRECTLY TO FRAMING Screw Spacing at Panel Edges 6Inches 4Inches 3 inches 2Inches Structural) 15/37 1114 340 510 665 870 C -D and C -C sheath- ing, plywood panel siding and other ply- wood grades cov-. ered in UBC Stan- dard 23-2 or 23-3 1562 11/4 310 460 600 770 15132 340 OU I N A to I For SI: I inch =25.4 mm, I pound/foot = 0. 146 N/mm: BUILDING & SAFETY DEPT. 1 All panel edges backed with 2 -inch nominal or wider framing. Panels are installed either horizonta ly or m brtica��,%= ter along i tertnediate framing members: These values are for short-term loads due•to wind or earthquake, and must reduced y" -G li vable she values for screws in framing members of other species set forth in Table I'1 A ofthe NDS* must be calcul ted for al�mt r �j� apacitie for screws in Structural I by the following factors: 0,82 for species with a specific gravity greater than or a ual to 0.42 4 m`A1th a,spe itic gravity less than 0.42. 2Where panels are applied on both faces of a wall and screw spacing.is less than 6"inches on center on either side, panel joints must be offset to fall on diffet -nt framing members or framing must be 3 inches (nominal) or thicker, and screws on each side must be stagge"E BY 3Where allowable shear values exceed 350•pounds per foot, foundation sill plates and all framing menet not be less than a sitigle 3 -inch -thick nominal member. Screws must be staggered. *For the purposes ofthis report, NDS refers to the ANSI/N FPA NDS -91 National'DesignSpeciticationforWoodConstruct ion,'Revised 1991 Edition,and the Supplement to the 1991 Edition, adopted by reference in Section 2316 of the UBC. Quik Drive Fastening Systems: 888=487-7845 - Technical Data rage I of s Performance Data Withdrawal and Lateral Resistance Tests These tests were performed by PFS Corporation of Madison Wisconsin as part of ICBG Acceptance Criteria Testing of Wood Screws. The full report, ICBG #5053, is available as a PDF file by clicking "ICBO certification". Quik Drive's WSNTL 2" and 2-1/2" subfloor screws, WSNTLG 2" and 2-1/2" deck screws conform to the screws tested. Test Procedures The test lumber was grade -mark stamped Douglas -fir, No. 2 and better, 2 -by -6 dimension lumberand the sheathing consisted of 19732 -in. and 23/32 -in.. grade�nark.stamped, PS -2 compliance; CDX, Exterior, plywood and 1 -1/8 -in., 2-4-1, 48-in.-o.c. plywood. The lumber and plywood were pre - assembly conditioned to practical equilibrium in an environment of approximately 67° F. and 65% RH. The Douglas -fir had an average moisture content and speck gravity of 13% and 0.44 respectively. The plywood sheathings had an average moisture content of 118% and a specific gravities of 0.54 (19/32), 0.52 (23/32) and 0.38 (1-1/8). Moisture content was determined according,to ASTM D 4442- 92 (97) Method B and specific -gravity according to ASTM D 2395-93 (97) Method A. Force was applied with a universal test machine as an electronic load cell, LVDT, and data acquisition system were implemented to monitor and record force and corresponding displacement data. The test screws were installed with an electric hand drill and #2 square recess driver bit. Withdrawal Test The withdrawal test was performed in accordance with principles of ASTM D 1761-88 (95), Sections 8-12. Both screw test specimens and the 1Od common nail were tested with 10 replicas each. The 10d common nails were soaked in an acetone bath to remove their coating prior to testing. No pilot hole was used and the test screws were installed with an electric hand drill. The test screw was installed at the center of the edge face of the 2 -by dimension'lumber. The wood member was firmly fixed to the test machine while the fastener head was attached to the test machine with a clevis. The withdrawal test was performed at a cross -head speed of 0.10 -inch -per -minute. The maximum load was recorded. ASTM D1761-88 (95) Screw Withdrawal Test Rate of Load: 0.10 in./m 2 -in. Screw Specimen Load (Ibf) 1 679 2 660 3 "'IT 4 Performance Data Withdrawal and Lateral Resistance Tests These tests were performed by PFS Corporation of Madison Wisconsin as part of ICBG Acceptance Criteria Testing of Wood Screws. The full report, ICBG #5053, is available as a PDF file by clicking "ICBO certification". Quik Drive's WSNTL 2" and 2-1/2" subfloor screws, WSNTLG 2" and 2-1/2" deck screws conform to the screws tested. Test Procedures The test lumber was grade -mark stamped Douglas -fir, No. 2 and better, 2 -by -6 dimension lumberand the sheathing consisted of 19732 -in. and 23/32 -in.. grade�nark.stamped, PS -2 compliance; CDX, Exterior, plywood and 1 -1/8 -in., 2-4-1, 48-in.-o.c. plywood. The lumber and plywood were pre - assembly conditioned to practical equilibrium in an environment of approximately 67° F. and 65% RH. The Douglas -fir had an average moisture content and speck gravity of 13% and 0.44 respectively. The plywood sheathings had an average moisture content of 118% and a specific gravities of 0.54 (19/32), 0.52 (23/32) and 0.38 (1-1/8). Moisture content was determined according,to ASTM D 4442- 92 (97) Method B and specific -gravity according to ASTM D 2395-93 (97) Method A. Force was applied with a universal test machine as an electronic load cell, LVDT, and data acquisition system were implemented to monitor and record force and corresponding displacement data. The test screws were installed with an electric hand drill and #2 square recess driver bit. Withdrawal Test The withdrawal test was performed in accordance with principles of ASTM D 1761-88 (95), Sections 8-12. Both screw test specimens and the 1Od common nail were tested with 10 replicas each. The 10d common nails were soaked in an acetone bath to remove their coating prior to testing. No pilot hole was used and the test screws were installed with an electric hand drill. The test screw was installed at the center of the edge face of the 2 -by dimension'lumber. The wood member was firmly fixed to the test machine while the fastener head was attached to the test machine with a clevis. The withdrawal test was performed at a cross -head speed of 0.10 -inch -per -minute. The maximum load was recorded. ASTM D1761-88 (95) Screw Withdrawal Test Rate of Load: 0.10 in./m 2 -in. Screw Specimen Load (Ibf) 1 679 2 660 3 707 4 789 2 -112 -in. Screw Specimen Load (lbf) 1 1215 2 121.7 3 988 4 1269 http://www.quikdrive.coin/performancedata I .htm 4/23/2003 Quik. Drive Fastening Systems: 888-487-7845 - Technical Data 5 750 Test No. 5 1166 Load (Ibf) at 0.015 in. 5 440 6 634 6 1059 6 443 7 692 7 952 7 435 8 739 8 1080 8 369 9 784 9 1008 9 322 10 833 10 904 10 402 Average: 727 Average: 1086 Average: 401 Lateral Resistance rag The parallel with grain lateral resistance testing was performed in accordance with the principles of ASTM D1761-88 (95), Sections 13-20. Ten (10) specimens were prepared and tested for each of the screw designs and plywood configurations. The 2-im screws were tested with the 19/32 -in. and 23/32 -in. plywood side members. The 2-1/2 in.. screws were tested only with the 1 -1/8 -in. plywood. 10d common nails were also tested with all three plywood thickness'. No pilot hole was used. The test fastener was installed through the side member and embedded into the side grain of the main member in a fixed position as the side member was gradually separated laterally from the main member. An LVDT was mounted to monitorthe slip movement between the main and side members. The force was applied at a uniform crosshead movement of 0.1 in./min. until failure occurred. The load and corresponding slip were recorded. Quik Drive, USA ICBG ES AC120 and ASTM D 1761 Lateral Resistance/Slip Main Member: 2 -in. -by -6 -in. Douglas -fir Side Member 19/32 -in. Plywood MM = Main Member, SM = Side Member, SS = Screw Shear Quik Drive, USA FOR CONSTRUCTION DATE BY A 'T, http://www.quikdrive.com/perforinancedatal.hti-n 4/23/2003 10d Nail with 19/32 -in. Plywood Side Member Test No. Ultimate Load (lbf) Load (Ibf) at 0.01 in. Load (Ibf) at 0.015 in. Load (Ibf) at 0.05 in. Load (Ibf) at 0.1 in. Load Load (Ibf) (Ibf) at 0.2 in. at 0.3 in. Failure Mode (MM, SM; SS) 1 679 54 77 289 414 516 623 SM 2 623 107 141 315 381 459 552 SM 3 613 153 193 319 365 471 565 SM 4 658 180 201 281 324 417 529 SM 5 572 142 167 252 306 37.7 434 SM 6 782 11.3 146 340 41'8 334 458 SM 7 591 180 220 315 371 458 564 SM 8 769 50 76 295 378 491 610 SM 9 606 92 109 214 260 341 430 SM 10 581 134 161 252 286 370 469 SM Average: S.D.; 64.7 1 75 121 46 149 50 1 287 38 350 54 C.O.V.; 1 11.60% 38.35% 33.41% 1 13.38% 15.33%15.29°% MM = Main Member, SM = Side Member, SS = Screw Shear Quik Drive, USA FOR CONSTRUCTION DATE BY A 'T, http://www.quikdrive.com/perforinancedatal.hti-n 4/23/2003 Quik Drive Fastening Systems: 888-487-7845 - Technical Data rage.) ui , ICBG ES AC120 and ASTM D 1761 Lateral Resistance/Slip Main Member: 2 -in. -by -6 -in: Douglas -fir Side Member: 19/32 -in. Plywood MM = Main Member, SM = Side Member, SS = Screw Shear ► Technical Data (J. �l'i"illFrii Return to the Home Page Quik Drive Copyright@1996-2002. All Rights Reserved. E-mail: info@QuikDrive.cwn i CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DAT 13Y http://www.quikdrive.com/performancedata l .htm 4/23/2003 2 -in. Screw with 19/32 -in. Plywood Side Member Test No. Ultimate Load (lbf) Load (Ibf) at 0.01 in. Load (Ibf) at 0.015 in. Load (Ibf) at 0.05 in. Load (Ibf) at 0.1 in. Load (Ibf) at 0.2 in. Load (Ibf) at 0.3 in. Failure Mode (MM, SM, SS) 1 636 193 211 291 361 471 566 SM 2 683 184 208 293 351 435 495 SM 3 685 292 327 378 433 544 624 SM 4 669 165 192 301 384 489 563 SM 5 684 196 225 308 400 531 617 SM 6 842 282- 321 460 555 690 776 SM 7 601 253 266 319 355 406 418 SM 8 695 170 202 340 432 546 616 SM 9 721 90 120 282 403 520 596 SM 10 699 t81 199 296 377 491 589 SM Average: 692 201 227 327 405 512 586 S.D.: 63 60 62 55 60 78 92 C.O.V.: 1 9.09% 30.14% 27.48% 16.760A 14.86% 15.13% 15.78% MM = Main Member, SM = Side Member, SS = Screw Shear ► Technical Data (J. �l'i"illFrii Return to the Home Page Quik Drive Copyright@1996-2002. All Rights Reserved. E-mail: info@QuikDrive.cwn i CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DAT 13Y http://www.quikdrive.com/performancedata l .htm 4/23/2003 CIHIEIEIMS :: Site:: List Page 1 of 1 Actions 4 Create New Structure Recent Projects Project When Miraglia Residence 09/07/2005 Quick Links Go to: This Project Plans for this Project Miraglia Residence Structures .for this Plan F Words Verification Status 'V-3"ry A'Wor 4%f*l. 1 Results Page size: 25 items! #1 StructureNumberl'Sam pleGroupl Address Verification Status I Dat( 1 � 51 Lot 51 Tested Approved 0G :�JCSt.O:14 ^� �.�if:"jlCllfS http://www.cheersregistry.org/index.php?Realm=Site&Action=List&P1anIID= 11753 9/7/2005 Start Miraglia OMiragliaStructure Plan List sdg@� 0 Page Residence Residence List. F Words Verification Status 'V-3"ry A'Wor 4%f*l. 1 Results Page size: 25 items! #1 StructureNumberl'Sam pleGroupl Address Verification Status I Dat( 1 � 51 Lot 51 Tested Approved 0G :�JCSt.O:14 ^� �.�if:"jlCllfS http://www.cheersregistry.org/index.php?Realm=Site&Action=List&P1anIID= 11753 9/7/2005 CERTIFICATE OF FIELD VERIFICATION AND DIAGNOSTIC TESTING (Page 1 of 7) CF4R Project Title Date Project Address Builder Name Builder Contact Telephone Plan Number HERS Rater Telephone Sample Group Number Signature Firm: Sample House Number HERS Provider. Street Address: �145-1� ecfc S . City/State/Zip: %�se,f C,,,f d Copies to: Builder, HERS Provider HERS RATER COMPLIANCE STATEMENT The house was: Tested ❑ Approved as part -of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verificatio, y I certify that the houses identified on this form comply with the diagnostic tested compliance requirements as�checked on thus form. The installer has provided a copy of CF -6R (Installation Certificate. Distribution system -is fully ducted (i.e., does not use building cavitiesas plenums or platfonnreturns in lieu of ducts) Where cloth backed, rubber adhesive duct tape is installed, mastic and drawbands are used in combination with cloth backed, .rubber adhesive duct tape to seal leaks at duct connections, IQ MINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Duct Diagnostic Leakage Testing Results (Maximum 6% DuctLeakage) Measured Duct'Pressurization Test Results (CFM @25 Pa) values Test Leakage Flow in CFM_ If fan flow is calculated as 400cfinhon.x number of tons enter calculated ' value here If fan flow is measured entermeasured value here Leakage Percentage (100 x Test.Leakage/Fan Flow) CheckBox for Pass or Fail (Pass=6% or less) ❑ Pass Fail THERMOSTATIC EXPANSION VALVE.(TXV) Yes ❑ No Thermostatic Expansion Valve is installed and Access is provided for inspection ❑ Yes: is a pass Pass Fail ❑ MINIMUM REQUIREMENTS FOR DUCT DESIGN COMPLIANCE CREDIT 1- ❑ Yes ❑ No ACCA Manual D Design requirements have been met (inter has verified.that actual installation matches values in CF-1R,and design on"plan. 2. ❑ Yes ❑ 'No TXV is installed or Fan flow hasbeen verified. If no TXV, venfied.fan flow matches design from CF -1R. } Measured. Fan Flow = ❑ ❑ Yes for both 1 and 21s a Pass Pass Fail Compliance Forms August 2001 A 16 CERTIFICATE OF FIELD VERIFICATION AND DIAGNOSTIC TESTING (Page 1 of 7) CF41R Project Title Date !! Z-0-/- S/ Project Address Builder Name Builder Contact , Telephone Plan Number Firm: Street Address: Copies to: Builder, HERS Provider Telephone Sample Group Number SampleHouse Number HERS Provider: City/State/Zip: z f Zlkt C'' -Y HERS RATER COMPLIANCE STATEMENT The house was: `'C ' Tested ❑ Approved as part of sample testing, but was not tested As,the HERS rater providing dia,gnostic testing and field verifications I certify that the1ouses identified on this form comply with the diagnostic tested compliance requirements as checked on this form. The installer has provided a copy of CF -6R (Installation Certificate. Distribution system is fully ducted.(i:e., does not use building cavities as plenums or platform returns in lieu of ducts) Where cloth backed, rubber adhesive duct tape is installed, mastic and.drawbands are used in combination with cloth backed, rubber adhesive duct tape to seal .leaks at duct connections. MINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Duct Diagnostic Leakage Testing Results (Maximum 6% Duct Leakage) Measured Duct Pressurization Test Results (CFM @ 25 Pa) values Test Leakage Flow in CFM �— If fan flow is calculated as400cfin/ton x number of tons enter calculated value here If fan flow is measured enter measured value here Leakage Percentage (100 x Test ,Leakage/Fan Flow) = Check -Box for Pass or Fail (Pass=60/o or less) ❑ Pass Fail THERMOSTATIC EXPANSION VALVE (TXV) Yes ❑ No Thermostatic Expansion Valve is installed and Access is provided for inspection ❑ Yes is a pass Pass Fail ❑ MINIMUM REQUIREMENTS FOR -DUCT DESIGN COMPLIANCE CREDIT 1. ❑ Yes ❑ No ACCA Manual D Design requirements have been met (rater has verified that actual installation matches,values in CF -1R and design on plan. 2. ❑ Yes ❑ No TXV is installed or Fan flow has been verified. If no TXV, verified fan flow matches design from CF -IP - Measured Fan Flow = �_...: ❑ ❑ Yes for both Land 2 is a Pass Pass. ' Fail Compliance Forms August -2001 A:16 CERTIIFAICATE OF FIELD VERIFICATION AND DIAGNOSTIC TESTING (Page 1 of 7) CF -4R Project Title Date Project Address Builder Name Builder Contact HERS Rater Certifyin&Signature Firm: Street Address: Copies to: Builder, HERS Provider Telephone Plan Number Sample Group Number r Sample House Number HERS Provider: City/State/Zip: &l.. HERS RATER COMPLIANCE STATEMENT The house was: 'C Tested ❑ Approved as part of sample testing,,but was not tested As the HERS rater providing diagnostic testing and field verification, I certify that the houses identified on this form comply with the diagnostic tested compliance requirements as checked on this form: elk The installer has provided a copy of CF -6R (Installation Certificate. Distribution system is fully ducted (i.e., does not use building cavities as plenums or platform returns in lieu. of ducts) Where cloth backed, rubber adhesive duct tape is installed, mastic and drawbands are used in combination with cloth backed, rubber adhesive duct tape to seal leaks at duct connections. O. MINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Duct Diagnostic. Leakage Testing Results (Maximum 6%: Duct Leakage) Duct Pressurization Test Results (CFM Q 2-5 'Pa) Measured values . Test Leakage Flow in CFM_ If fan flow is calculated as 400cfin/ton x number of tons enter calculated vahre.here If fan flow is measured enter measured value here Leakage Percentage (100 xTest-Leakage/Fan Flow) = Check -Box for Pass or Fail (Pass -6%o or less) 2t ❑ Pass Fail THERMOSTATIC EXPANSION VALVE (TXV) JM Yes ❑ No Thermostatic Expansion Valve is installed and Access -is provided for inspection13Yes is a pass P Fail ❑ MINIMUM REQUIREMENTS FOR DUCT DESIGN COMPLIANCE.CREDIT L ❑ Yes ❑ No ACCA Manual D Design requirements have been met (rater has verified that actual installation matches values in CF -IR and design on plan. 2. ❑ Yes ❑ No T V is installed or Fan flow has,been verified. If no TXV, verified fan flow matches design from CF -11L Measured Fan Flow = ❑ ❑ Yes for both 1 and 2 is.a Pass Pass * Fail Compliance Fortis August 2001 A-16 CERTIFICATE OF FIELD' VERIFICATION AND DIAGNOSTIC TESTIN� /G (Page 1 of 7) CF -4R Proiect Title Date Project Builder Contact� /� / Telephone 1 HERS Rater Firm: Builder Name Plan Number Sample Group Number Sample House Number HERS Provider: Street Address: Sfi City/State/Zip: ��;dd Copies to: Builder, HERS Provider HERS RATER COMPLIANCE STATEMENT The house was: 0 Tested ❑ Approved as part of sample testing, but was not tested As the HERS rater providing dia,gnostic testing and field verifications I certify that the houses identified on this form comply wi the diagnostic;tested compliance requirements as checked on this form. The installer has provided a copy of CF -6R (Installation Certificate. Distribution system is fully ducted (i.e„ does not use building cavities as plenums or platform returns in lieu of ducts) Where cloth backed, rubber adhesive duct tape is installed, mastic and drawbands are used in combination with cloth backed, rubber adhesive duct tape to seal leaks at duct,connections. I� MINIMUM REQUIREMENTS'FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT l Duct:Diagnostie Leakage Testing, Results (Maximum 6% Duct Leakage) 1 Measured Duct Pressurization Test Results (CFM @ 25 Pa) values Test Leakage Flow in CFM_ If.fan flow is calculated as 400cfm/ton x number of tons enter calculated value here — If fan flow:is measured enter measured value here Leakage Percentage (100 x Test _Leakage/Fan Flow) = Check Box for Pass or Fail(Pass% or less) ❑ ❑ Pass Fail THERMOSTATIC EXPANSION VALVE (TXV) A -Yes ❑ No Thermostatic Expansion Valve ;is installed and.Access_is provided for inspection ,Q_ ❑ Yes is a pass Pass Fail ❑ MINIMUM REQUIREMENTS FOR DUCT DESIGN COMPLIANCE CREDIT I • ❑ Yes [JNo ACCA Manual D Design requirements have been met (rater has verified that actual installation matches -values in CF -IR and design on plan._ 2. ❑ Yes ❑ No TXV is installed or Fan flow, has been verified if no TXV, verified fan flow matches design from CF -1R i. Measured Fan Flow = -} ❑ ❑ Yes for both 1 and 2 is a Pass Pass Fail Compliance Forms August 2001 A-16 CERT/IIFICATE OF FIELD VERIFICATION AND DIAGNOSTIC TESTING (Page I of 7) CF -4R ProjecttTitle C - Title Project Address Builder Name Builder Contact Telephone Plan Number HERS Rater Telephone Sample.Group Number Certifying;Signature Dater Sample House Number Finn: HERS Provider: Street Address: S'�� eck SY: City/State/Zip: &fes C' -'f C"f Copies to: Builder, HERS Provider HERS RATEA COMPLIANCE STATEMENT The house was: Tested ❑ Approved as part of sample testing,.but was not tested As theHERSrater providing dia.gnostic ,testing and field verification, I certify that the houses identified on this form comply with the diagnostic. tested compliance requirements as checked on this,form. The installer has provided a copy of CF -6R (Installation Certificate. Distribution system is fully ducted (i.e., does not use building cavities as plenums or platform returns in lieu of ducts) Where cloth backed, ribber adhesive duct tape is installed, mastic and drawbands are,used in combination with cloth backed, rubber adhesive duct tape to seal leaks at duct connections. MINIMUM REQUIREMENTS FORDUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Duct Diagnostic Leakage Testing Results (Maximum 6% Duct Leakage) Measured Duct Pressurization Test Results (CFM Q 25 Pa) values Test.LeakageFlow in CFM_ If fan flow is calculated as 400cfin/ton x number of tons enter calculated value here - - If fan flow is measured enter measured value here Leakage Percentage (100 x Test.,Leakage/Fan Flow) = L Check Box.for Pass or Fail (Pass=6% or less) ❑ Pass Fail I THERMOSTATIC EXPANSION VALVE MM Yes ❑ No Thermostatic Expansion Valve is installed and Access is provided forinspection Yes is a pass ❑ MINIMUM REQUIREMENTS FOR DUCT DESIGN .COMPLIANCE CREDIT 1 ❑ Yes ❑ No ACCA Manual D Design requirements have been met (rater has verified that actual installation_ matches values in CF -1R and design on plan. 2, ❑ Yes ❑ No TXV is installed.or Fan flow has been verified If no TXV, verified fan;flow matches design from CF -1R i Measured.Fan Flow = Yes for both 1 and 2 is a Pass Pk 13 ass Fail ❑ ❑ Pass * Fail Compliance Fortes August 2001 A46 CERTIFICATE OF FIELD VERIFICATION AND DIAGNOSTIC TESTING (Page 1 of 7) CF4R Project Title 11 Date Z04- 4�� Project Address Builder Name Builder Contact , Telephone Plan Number Sample Group Number Sample House Number Firm: HERS Provider: Street.Address: 4//-,!�2S—ZeLeck S�,r City/State/Zip: Copies to: Builder, HERS Provider HERS RATEg COMPLIANCE STATEMENT The house was: Tested ❑ Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and -field verifications I certify that the houses identified on this form comply witp the diagnostic tested compliance requirements as checked on this.form. The installer has provided a copy of CF -6R (Installation Certificate. Distribution system.is fully ducted (i.e., does not use building cavities as plenums or platform returns in lieu of ducts) Where cloth backed, rubber adhesive duct tape is installed, mastic and drawbands are used in combination with cloth backed, rubber adhesive duct tape to seal leaks at duct connections. MINIMUM REQUIREMENTS FOR.DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Duct Diagnostic Leakage Testing Results (Maximum 6% Duct Leakage) Duct Pressurization Test Results (CFM @ 25 Pa) Test Leakage Flow in CFM If fan flow is calculated as 400cfm/ton x number of tons enter calculated value here If fan flow is measured enter measured value here Measured values Leakage Percentage (100 x Test .Leakage/Fan Flow) = S Check Box for Pass,or Fail (Pais% or less) Cad THERMOSTATIC'EXPANSION VALVE (TXV) Past' ❑ Fail Yes ❑ No Thermostatic Expansion Valve is installed and Access is provided for inspection _ ❑ Yes.is a pass. Pass Fail ❑ MIMMUM'REQUIREMENTS FOR DUCT 'DESIGN COMPLIANCE CREDIT 1 ❑ Yes ❑ No ACCA Manual D Design requirements,have been,met (rater has verified that actual:installation:matches values in CF -IR and design onplan. 2. ❑ Yes ❑ No TXV is .installed or Fan flow has been verified. If no TXV,. verified.fan flow matches design from CF -1R `` Measured Fan Flow = �•'r ❑ ❑ Yes for both 1 and 2 is a Pass Pass Fall Compliance Fortes August 2001 A-16 , t CERTIFICATE OF FIELD VERIFICATION AND DIAGNOSTIC TESTING (Page 1 of T) CF4R Project Title Dat— e P F Gin Project Address Builder Name Builder Contact Rater Firm: Telephone Telephone Plan Number Sample Group Number Sample House Number HERS Provider. Street Address:4�Z5­Aeled5c S� City/State/Zip: Copies to: Builder, HERS Provider HERS RATER COMPLIANCE STATEMENT The house was: 0 Tested ❑ Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verificationf I certify that the houses identified on this form comply wi the diagnostic tested compliance requirements as checked on this form. The installer has provided a copy of CF -6R (Installation Certificate. Distribution system is:fidly ducted (i.e., does not use building cavities as plenums or platform returns in lieu of ducts) Where cloth backed, rubber adhesive duct tape is installed, mastic and drawbands are used in combination with cloth backed, rubber adhesive duct tape to seal leaks at ducuconnections. MINIMUM REQUIREMENTS.FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Duct. Diagnostic Leakage Testing Results (Maximum 6%Duct Leakage) 4 Measured Duct Pressurization Test Results (CFM ,@ 25 Pa) values Test Leakage Flow in CFM_ If.fan flow is calculated as 400efin/ton x number of tons enter calculated value here If fan flow is measured enter measured value here Leakage Percentage (100 x Test ;Leakage/Fan Flow) Check Box for Pass or Fail (Pass% or less) ❑ Pass Fail �PTHERMOSTATIC EXPANSION VALVE M, Yes ❑ No Thermostatic Expansion Valve is installed and Access is provided for inspection. ❑ Yes is a pass Pass Fail ❑ MINIMUM REQUIREMENTS FORDUCT DESIGN COMPLIANCE CREDIT 1 ❑ Yes ❑ No ACCA Manual D Design requirements have.been met (rater'has verified that actual installation matches -values in CF -1R and design on plan. 2- ❑ Yes ❑ No TXV is installed or Fan flow has been verified. If no. TXV, verified fan flow matches design from CF -1R Measured Fan Flow = �.. } o a Yes for both I and 2 is a Pass Pass Fall Compliance Forms August 2001 A-16 r .Sr Oaa,Qr to'-9GQ0+ eau Construction is NOT PERMITTED, on the following Code Ho>iday_ • __„� �. i New Year's DaL - —_ Dr. Martin Luth -, f, D President's Day u¢w err - - - Memorial Day FRONT ELEVATION Independence Day Labor Day Veteran's Day Thanksgiving pay - Christmas Day "AN ADEQUATELY SIZED_DEBRI IS REQUIRED ON THE 10-9`0M PHASES OF CONSTRUCTION) EMPTIED AS NECESSARY. FAILI I na IISE THE. CITY TO HAVE Tt 'V' ” Ai THE EXPENSE OF I VATION 5&� Saturdig: Sunday: I i■ Eamon on!fllf'i1N;il 1111 f I SII ■If Ifo rep.8 s:o���;eli 1i11. I I •■ ■��II■ 10,11 G� A RE-INS1 ..% 1,' R Y WILL BE CHARGED M PLANS 1 JOB CARD ARE NM1 THE SITE 1.SCHEDULED o 30 . _ . ~ 'Si3U p m. • 0'x'00 D. r � Non '06li. _= . m. to 1:00 Q- Hll - — 0 °r None w.stio 0 ppa ,.ncra er 'rtiE�f!- .o•u;mw t (�'nr sopa •' 4 RIGHT ELEVATION �� _� r•-- "y ......_--.._ .......__..._._ .. -------- s r mx V-W A9 TANDrS INSPECTION INC. PO BOX 13766 PALM DESERT, CA 92255 SPECIAL INSPECTION DAILY REPORT OFFICE/FAX 909.769.9717 PAGER 760.776.3339 TYPE OF INSPECTION PERFORMED SAMPLE INFORMATION 16 0 —oq PHYSICAL ADDRESS 3?� PERMIT NUMBER JOB Nie ' ' TY OF STRUCTURE ARCHTECT ENGINEER. k fl�-5. GENERAL CONTRACTOR (,Cuct� Z'r SUBCONTRACTOR OF I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THEABOVE REPORTED WORK UNLESS OTFERN eA NOTED. AND TO THE BEST OF MY ABILITY • I HAVE FOUND THIS WORK TO COMPLY WITH TW APPROVED PLANS, SPECPTCATIONS 3 APPLICABLE BUILDING LAWS. C:l SAMPLE INFORMATION SUPPLIER TICKET NUMBER MD( NUMBER SAMPLED AIR TEMP SLUMP TIME IN MIXER Tempb LOCATION WELDING INFORMATION PROCESS WELDERS NAME CERTIFYING AGENCY AND CERMCATION. NUMBER I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THEABOVE REPORTED WORK UNLESS OTFERN eA NOTED. AND TO THE BEST OF MY ABILITY • I HAVE FOUND THIS WORK TO COMPLY WITH TW APPROVED PLANS, SPECPTCATIONS 3 APPLICABLE BUILDING LAWS. C:l SPECIAL INSPECTION DAILY REPORT TANDY'S INSPECTION INC. PO BOX 13766 PALM DESERT, CA 92255 OFFICE/FAX 909.769.9717 PAGER 760.776.3339 TYPE OF INSPECTION PERFORMED J SAMPLE INFORMATION g `a -t� PHYSICAL AODRESS PERMIT NUMSER Lco� .� 7,3a ME M(L. �E,�- �A ARCHITECT k ENGINEER JZ�SE�t� GENERAL CONTRACTOR ,fin Ij- I HEREBY CERTIFY THAT I HAVE WSPECTED ALL OF THE ABOVE REPORTED WORK,. LWLESS OTHEIM SE NOTED. AND TO THE BEST OF MY AM" 1 HAVE FOUND THIS WORK TO COMPLY WRH THE APPROVED KANS. SPECIFICATKINS & APPLICABLE BUILDING LAWS. �m SAMPLE INFORMATION SUPPLIER TICKET NUMBER MIX NUMBER TIME SAMPLED AJR TEMP TEP SLUMP TIME IN 0 It LOCATION WELDING INFORMATION PROCESSWkibio WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER I HEREBY CERTIFY THAT I HAVE WSPECTED ALL OF THE ABOVE REPORTED WORK,. LWLESS OTHEIM SE NOTED. AND TO THE BEST OF MY AM" 1 HAVE FOUND THIS WORK TO COMPLY WRH THE APPROVED KANS. SPECIFICATKINS & APPLICABLE BUILDING LAWS. �m TANDY'S tisi INSPECTION INC. PO BOX 13,766 PALM DESERT, CA 92255 40D=f*11 A I 11►I CE2I=n'r1f%f 1 RY A 11 V =C=ADT OFFICE/FAX 909.769.9717 I. @ A It S. . • PAGER I HEREBY CERTIFY TM f t HAVE MSPECTED'ALL OF 711E ABOVE REPORTED WORK, UNLESS OTiMRNIISE NOTED. Atm To T}E BEST of Mr ASaM I HAVE F+OUM THIS WORK TO COMPLY VRH TWAPPROVED PLANS. SPECWATKM 6 APPLCJABLE BUA DMG LAVs. d: &97: �� ;: - SAMPLE INFORMATION SUPPLIER TICKET NUMBERJ MLX NUMBER SAMPLED AIR TEMP SAMPLE TEMP SLUMP TIME IN MWM LOCATION WELDING INFORMATION PROCESS WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER I HEREBY CERTIFY TM f t HAVE MSPECTED'ALL OF 711E ABOVE REPORTED WORK, UNLESS OTiMRNIISE NOTED. Atm To T}E BEST of Mr ASaM I HAVE F+OUM THIS WORK TO COMPLY VRH TWAPPROVED PLANS. SPECWATKM 6 APPLCJABLE BUA DMG LAVs. d: &97: �� ;: - SPECIAL INSPECTION DAILY REPORT TANDY'S INSPECTION INC. PO BOX 13766 PALM DESERT, CA 92255 OFFICE/FAX 909.769.971'7 PAGER 760.776.3339 le - 61P SAMPLE INFORMATION SUPPLIER TYPE OF INSPECTION PERFORM U) rQTE 18 1&1 PHYSICAL ADDRESS PERMIT NUMBER "-r 1 0-1-e CA4jk&QLAUZ-,,J-rA 50 7- a.. 4NAME 1L ,e tMn • L �V�►�q g L STRUCTURE TYPE geST-0eqTwrt,t, ARCKTECT ENGINEER WELDERS NAME GENERAL CONTRACTOR SAICONTRACTOR S ►S r. le - 61P I HEREBY CERT"THAT 1 HAVE INSPECTED ALL OF THE AWA REPORTED WORK. LANLLESS OTHERWISE NOTED. AND TO THE BEST OF MY ARIL RY 1 HAVE FOUND THIS WORK TO OOMPLY WITH THE APPROVED PUWS. SPECIFICATIONS & APPLICABLE elm DR1G LAWS. P=R SAMPLE INFORMATION SUPPLIER TICKET NUMBER MD( NUMBER SAMPLED AIR TEMP TEMP SLUMP TIME IN MD(HR LOCATION WELDING INFORMATION PROCESS WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER I HEREBY CERT"THAT 1 HAVE INSPECTED ALL OF THE AWA REPORTED WORK. LANLLESS OTHERWISE NOTED. AND TO THE BEST OF MY ARIL RY 1 HAVE FOUND THIS WORK TO OOMPLY WITH THE APPROVED PUWS. SPECIFICATIONS & APPLICABLE elm DR1G LAWS. P=R SPECIAL INSPECTION DAILY REPORT TANDY'S INSPECTION INC. PO BOX 13766 PALM DESERT, CA 92255 OFFICE/FAX 909.769.9717 PAGER 760.776.3339 DESCRIPTION OF WORK1 r ` 92 •• s iA lia�l� ►jam � t I FMRESY CERTFY TWAT I HAVE MSPECTED ALL OF THE ABOVE100tTED WORK. UNLESS OTHERWISE,NOTED, AND TO THE BEST OF MY ABILITY 1 WIVE FOUND THS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS & APPLICABLE BULDM LAWS. SAMPLE INFORMATION SUPPLIER TICKET NUMBER 1AM NUMSER TIME SAMPLED AIR TEMP TEMP SLUMP TIME'IN MMM LOCATION WELDING INFORMATION PROCESS WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER I FMRESY CERTFY TWAT I HAVE MSPECTED ALL OF THE ABOVE100tTED WORK. UNLESS OTHERWISE,NOTED, AND TO THE BEST OF MY ABILITY 1 WIVE FOUND THS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS & APPLICABLE BULDM LAWS. TANDY*S INSPECTION SERVICES, INC PO BOX 13766 PALM DESERT. CA 9225&3766 SPECIAL. INSPECTION WEEKLY REPORT °FM .7690717 FAX 9th 7619.9x717 TYPE OF INSPECitON PERFORMED GATE CONCRETE 1 16-JUn-04 PH1fSIG&ADDREW FOWANU AM 7&379 COYOTE CANYON - LA QUINTA 0309324 XlSk"F rfif0Fsmucnm MIRAGLIA RESIDENCE ® THE TRADITIONS SFD nW ENGNM THOMAS JAKWAY JOSEPH CICCHINI GENERAL OONFRAGrOR SUB COWRACTOR GOLDEN CONSTRUCTION TIDWELL CONCRETE 6/16 - OBSERVED PLACEMENT OF t5 YARDS OF DESERT REDI MIX# 4000 (7 SACK 3/4) CONCRETE INTO BASEMENT S.O.G. COLUMN' BASE CUT OUTS. ALL CONCRETE CONSOLIDATED BY MECHANICAL DURING PLACEMENT. 'CONSTRUCTED ONE SET OF 4 E.A. CONCRETE TEST CYLINDERS FROM LOAD. r-..—. . ani .0 som — NOTES ; # 1 - APPRO]L 1 YARD RETURNED TO PLANT DUE TO TIME AND TEMPERATURE REQUIREMENTS Lim.■ INS .. e.■low..—Moo .—..SM..w—Sol..Mol..NoW.. �.. �.. l0o.. mss. WoN.. lWo.. oWt..—..,.--.A SAMPLE INFORMATION SUPPLIER TCWMMM =1110113ER I TWSAIIPM I AIRMUP I 7S.w TWE DESERT RED! MD( 38586 I 4000 (70CW4 I 1230 I Mf -86 4- f 72 MINUTES LOCATION I BASEMENT S.O.G. COLUMN'BASE PLATE CUT OUTS 1 HERMY CERMYTW I MINE DMWF 'D ALL GF7)-E ABOVE REPiiR1 M WORK. WHOANOYMERMEWMIkAIB)TOTHE SE9r0FWMlLRYIMAVEFMWTFW g ORg WORK-FOCMMYWUHTMAPPWdWPLAWSPBCWAMOM&APPUCABLE 6- Bumm= LAVA& ICC 111132 WWE=RS CEffnWAT= AOBCY AND NLAMM C.C.: 01, TANDY`S INSPECTION SERVICES, INC PO BOX 13766 PALM DESERT, CA 92255.3766 SPECIAL INSPECTION WEEKLY REPORT OFFICE 909.769.9717 FAX 909.769.9717 TYPE OF INSPECTION PERFORNM DATE FIELD WELDING I 21 -Jun -04 PHYSICAL ADDRESS PERMIT NUMBIN 78-379 COYOTE CANYON - LA QUINTA 0309324 JOB NAME TYPE OF STRUCTURE MIRAGLIA RESIDENCE @ THE TRADITIONS SFD ARCHITECT ENGINEER THOMAS JAKWAY JOSEPH CICCHINI GENERAL CONTRACTOR SUB CONTRACTOR GOLDEN CONSTRUCTION PALM SPRINGS WELDING DESCRIPTION OF WORK INSPECTED 5/21 - OBSERVED FIELD WELDING OF 20 - #5 REBAR TO EAST SIDE OF TS COLUMN 7A. REF. DET 17/s 1.2 WELDING INFORMATION PROCESS SMAW - E7018 WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER PEDRO PATINO CITY OF SAN BERNARDINO DEPT. OF BLDG..SFTY. #F201 T�W71 I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, 13- e` ' 4p UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS INSPECTORS SGMQRE WORK TO COMPLY WTTH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS. ICC 1111326. g INSPECTORS CERTIFICATION AGENCY AND NUMBER C.V.. TANDY`S INSPECTION SERVICES, INC PO BOX 13766 PALM DESERT. CA 92255.3766 SPECIAL INSPECTION WEEKLY REPORT OFFICE 9.971 FAX 90.99.769.769.9717 TYPE OF INSPECTION PERFORM® DATE CONCRETE I 23 -Jun -04 PHYSICAL ADDRESS PERMIT NUMBER 78-379 COYOTE CANYON.- LA QUINTA 0309.324 JOB NAME TYPE OF STRUCTURE MIRAGLIA RESIDENCE @ THE TRADITIONS SFD ARCHITECT ENGINEER THOMAS JAKWAY JOSEPH CICCHINI GENERAL CONTRACTOR SUB CONTRACTOR GOLDEN CONSTRUCTION TIDWELL CONCRETE DESCRIPTION OF WORK INSPECTED 6/21 - OBSERVED PLACEMENT OF VERTICAL REBARIN LST 8' OF NORTH. AND WEST P.I.P. CONCRETE WALLS @ BASEMENT. ALL REBAR APPEARS AS PER APPROVED PLANS UNLESS NOTED BELOW. 6/22 - OBSERVED PLACEMENT OF VERTICAL REBAR IN 1 ST 8' OF SOUTH AND EAST P.I.P. CONCRETE WALLS C BASEMENT. ALL REBAR APPEARS AS PER APPROVED PLANS UNLESS NOTED BELOW. WORK IN PROGRESS 6/23 - JOBSITE MEETING wTr-H GENERAL CONTRACTOR, CONCRETE CONTRACTOR, ENGINEER OF RECORD. VERBAL OK ON CLR..SPACING OF 1 1/211 Is EAST 12" THICK P.I.P CONCRETE WALL USTED IN NOTE #1 BELOW AND VERBAL OK ON VERTICAL REBAR SEPARATION VARIANCES LISTED IN NOTE #2 BELOW. ---------------- NOTES • -------------=................................ # 1 - VER-TI-CAL---REBAR---CLR. SPACING 0 EAST P.I.P. 12" THICK BASEMENT WALL ONLY 1-172-11 IN - SOME AREAS. 1 #2 VERTICAL REBAR SEPARATION AT NORTH WALL VARIES FROM TO 19". ENGINEER -- • SHOULD REVIEW FOR ACCEPTANCE. • --------------.----r--r-'--r—.-----------................ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS INSPECTORSSIGNAIkRj wow To COMPLYwRH THE APPROVED PIANS, SPECIFICATIONS 8 APPUCA13LE ICC 1111326- BUILDING LAWS. INSPECTORS CERTIFICATION AGENCY AND NUMBER C.C.. TANDY'S INSPECTION tg& SERVICES, INC PO BOX 13766 PALM DESERT, CA 92255-3766 SPECIAL INSPECTION WEEKLY REPORT OFFICE 909.769.9717 FAX 909.769.9717 TYPE OF INSPECTION PERFORMED DATE CONCRETE I 29 -Jun -04 PHYSICAL ADDRESS R PERMIT NUMNR 78.379 COYOTE CANYON - LA QUINTA 0309324 JOB NAME TYPErOF STRUCTURE MIRAGLIA RESIDENCE La THE.TRADITIONS SFD ARCHITECT ENGINEM THOMAS JAKWAY JOSEPH CICCHIN_I GENERAL CONTRACTOR SUB. CONTRACTOR. GOLDEN CONSTRUCTION TIDWELL CONCRETE DESCRIPTION OF WORK INSPECTED 6/28 - OBSERVED COMPLETION OF PLACEMENT OF REBAR IN 1 ST 8' OF NORTH, SOUTH, EAST AND WEST P.I.P. CONCRETE WALLS C BASEMENT. ALL REBAR APPEARS AS PER APPROVED PLANS UNLESS. NOTED BELOW. REF.. DET s. 1, 3; & 7/s2:3 AND 13,16, & 17/s3.6 6/29 OBSERVED PLACEMENT OF f 140 YARDS OF DESERT REDI-MIX PRODUCT CODE 94167 INTO 1 ST 8' OF LOWER:LEVEL BASEMENT P.I.P. CONCRETERETAINING WALLS. ALL WALLS FILLED IN 4 LIFTS (2' EACH UFT). ALL CONCRETE CONSOUDATED BY MECHANICAL VIBRATION DURING PLACEMENT.. "CONSTRUCTED ONE SET OF 4 EA. CONCRETE TEST CYLINDERS. I HEREBY CERTIFY THAT [HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, AND TO THE BEST OF W ABILITY I HAVE FOUND THIS INSPECTORS SKGNA WORK TO COMPLY WTTH THE APPROVED PLANS. SPECIFICATIONS 8 APPLK:ABI.E BUILDING LAWS. ICC 1111326- / INSPECTORS CERTIFICATION AGENCY AND NUMBER C.C.. h (rrr SPECIAL INSPECTION DAILY REPORT TANDY'S INSPECTION INC. PO BOX 13766 PALM DESERT, CA 92255 OFFICE/FAX 909.769.9717 PAGER 760.776.3339 TYPE OF INSPMON PERFORMED t e LAO U)e,(-(A LN6- SAMPLE INFORMATION JDATE q O X3`190 - co ( -A QuLK" p oq rt &L'i A' LOCATION �� �� � MOW � � Ll CLQ -4.1 N •l GENERAL caNrRAcroRPA ULC� sus aoNrRacroq�� • (�.�. � l i..l L t4 I HEREBY CERm THAT I H vE MSPECIED ALL OF THE ABCYE (PORTED woo K. UNLESS OTFERWSE NOTED, AND TO THE BEST OF W ASTM I HAVE FOUND THIS. woRK TO OOIAPLY wTrH THE APPROVED PLANS. smcF CIATmw 3 ApmmAmE. SURD 3 LAWS. Fq liz'"i-imil � SAMPLE INFORMATION SUPPLIER TICKET'NUMBER MIX NUMBER SAMPE AIR TEMP TEMPSAMPLE SLUMP TIME W MIXER LOCATION WELDING INFORMATION PROCESS ,'5*t R Q 1 g WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER I HEREBY CERm THAT I H vE MSPECIED ALL OF THE ABCYE (PORTED woo K. UNLESS OTFERWSE NOTED, AND TO THE BEST OF W ASTM I HAVE FOUND THIS. woRK TO OOIAPLY wTrH THE APPROVED PLANS. smcF CIATmw 3 ApmmAmE. SURD 3 LAWS. Fq liz'"i-imil � tAo� SPECIAL INSPECTION REPORT TANDY`S INSPECTION INC. PO BOX 13766 PALM DESERT. CA 922553766 OFFICE/FAX-909.769D717 PAGER -760.776.3339 DESCRIPTION OF WORK INSPECTED 5/28.6/1,6/2.6/3, & 6/4 OBSERVED SINGLE PASS AND COMPLETE JOINT PENETRATION WELDING ON COLUMNS AND BEAMS. SEE ATTACHED FABRICATION REPORT. SHOP WELDING COMPLETE 6/3 - ALL CJP WELDS PASSED ULTRASONIC TESTING BY INLAND INSPECTION. F.��..� F NOTES - •-----------.�..-------..... ........ ..�.._..�.._..� 1 -COLUMN TO BASE PLATE WELDING DETAIL CHANGED 0 ALL BASE PLATES THICKER THAN 1 1/2".1 SEE ATTACHED RFI FROM STRUCTURAL ENGINEER ............ ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... . WELDING INFORMATION DATE TYPE OF INSPECTION PERFORM® SHOP WELDING I CERTIFYING AGENCY AND CERTIFICATION NUMBER I 4 -Am -04 PHYSICAL ADDRESS IT NUMBS 78-379 COYOTE CANYON - LA QUINTA 309.324 P-SFD JOB NAME OF STRUCTURE MIRAGLIA RESIDENCE 0 THE TRADITIONS ARCHITECT ENGWEER THOMAS JAKWAY JOSEPH CICCHINI GENERAL CONTRACTOR SUB CONTRACTOR GOLDEN CONSTRUCTION PALM SPRINGS WELDING DESCRIPTION OF WORK INSPECTED 5/28.6/1,6/2.6/3, & 6/4 OBSERVED SINGLE PASS AND COMPLETE JOINT PENETRATION WELDING ON COLUMNS AND BEAMS. SEE ATTACHED FABRICATION REPORT. SHOP WELDING COMPLETE 6/3 - ALL CJP WELDS PASSED ULTRASONIC TESTING BY INLAND INSPECTION. F.��..� F NOTES - •-----------.�..-------..... ........ ..�.._..�.._..� 1 -COLUMN TO BASE PLATE WELDING DETAIL CHANGED 0 ALL BASE PLATES THICKER THAN 1 1/2".1 SEE ATTACHED RFI FROM STRUCTURAL ENGINEER ............ ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... . I HERESY CERTIFY THAT I HAVEINSPECTED ALL OF THE'ABOVE REPORTED WORK; . UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK INSPECTORS SIGNA TO COMPLY WITH THE APPROVED PLANS, SPEOFICATIONS & APRXABLE BUILDING LAWS. ICC 1111326- Cc: INSPEICTORS CERnFICAMM AGENCY AND NUMBER WELDING INFORMATION PROCESS OrInA1a • - E 71T-0 WELDERS NAME CERTIFYING AGENCY AND CERTIFICATION NUMBER CESAR TORRES DECISIVE TESTING#DTH 936 JESUS. MORALES C.E.T. l AWS 02249 ABRAHAM ARECHIGA JOHN R. BYERLY INC. # 316 JORGE' LORA EARTH SYSTEMS # ES065 _ FRANK MORALES. EARTH SYSTEMS A ES024 RUBEN URIBES DECISIVE TESTING #DTS425 JOE ORTEGA JOHN R. BYERLY INC. # SM I HERESY CERTIFY THAT I HAVEINSPECTED ALL OF THE'ABOVE REPORTED WORK; . UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK INSPECTORS SIGNA TO COMPLY WITH THE APPROVED PLANS, SPEOFICATIONS & APRXABLE BUILDING LAWS. ICC 1111326- Cc: INSPEICTORS CERnFICAMM AGENCY AND NUMBER f SPECIAL INSPECTION DAILY REPORT TANDY'S INSPECTION INC. PO BOX 13766 PALM DESERT. CA 922553766 OFFICE/FAX-909.769.9717 PAGER - 760.776.3339 DESCRIPTION OF WORK INSPECTED 6/4 - OBSERVED ERECTED COLUMNS AT BASEMENT. ALL APPEARS AS PER APPROVED PLANS UNLESS NOTED BELOW. �..�. �.. �.----------------------------------------------- NOTES --- ---------------------------- -- NOTES f ------------ ----------------------------------------_.._..---4 #1 -NORTHEAST MOST WF COLUMN HAS 2 E.A. BASE PLATE NUTS THAT DO NOT HAVE ; POSITIVE THREAD STICK -OUT. ENGINEERING REQUIRED FOR CORRECTION. 5...... ......... .. ........ ............................ PROCESS I YYEMERS NAME I CERTIFYING AGENCY AND CERTIFICATION NUMBER I DATE TYPE OF [NSPECnON PERFORM STRUCTURAL STEEL COLUM Ni ERECTIONI INSPECTORS SIGNATUf 4 -Jun -04 PHYSICAL ADDRESS PEW NUMBER 78-379 COYOTE CANYON - LA QUINTA 0309.324 JOB NAM TYPE OF STRUCTURE MIRAGLIA RESIDENCE @ THE TRADITIONS SFD ARCH TTECf ENGINEER THOMAS JAKWAY JOSEPH CICCHINI GENERAL CONTRACTOR SUB CONTRACTOR GOLDEN CONSTRUCTION PALM SPRINGS WELDING DESCRIPTION OF WORK INSPECTED 6/4 - OBSERVED ERECTED COLUMNS AT BASEMENT. ALL APPEARS AS PER APPROVED PLANS UNLESS NOTED BELOW. �..�. �.. �.----------------------------------------------- NOTES --- ---------------------------- -- NOTES f ------------ ----------------------------------------_.._..---4 #1 -NORTHEAST MOST WF COLUMN HAS 2 E.A. BASE PLATE NUTS THAT DO NOT HAVE ; POSITIVE THREAD STICK -OUT. ENGINEERING REQUIRED FOR CORRECTION. 5...... ......... .. ........ ............................ PROCESS I YYEMERS NAME I CERTIFYING AGENCY AND CERTIFICATION NUMBER I CC: INSPECTORS CERTIFICATION AGENC I HERESY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK VI-11� UNLESS OTHERWISE NOTED, AND TO THE BEST OF MYABILI TY I HAVE FOUND THIS WORK. INSPECTORS SIGNATUf TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS. ICC 1111326 - CC: INSPECTORS CERTIFICATION AGENC r ' k STRUCTURAL STEEL SHOP WELDING FABRICATION REPORT Job Name: M R AS -UA RES: (A) rRAa 1 i Wk3 CMhCtDr: 6-01,06&) Physical Address: "78-3-71 COYD7'E MA YAM — CA 4ui"174 Engineer 6, ccHIA(/ Architect 71/On?A.r JA,AW14' Fabricated at RU Start Date: 5, 2B+ 091 Finish Date: oemoo�e.......... ........ �M M "MEN n moll 101921101111 ME Molorpn M moll M Emil a MLMU IM so ME I a r, TIM" M 0 Wim.am 0 - ME I. • Au n atmials conform to approved plans, speafiQWmw, AISC, and AWS Dl.l unless noted. • ACC in SINGLE PASS or UP WELDING columns represents acceptable welding and no cmTecdw work required. • NDT stands for Non-Destr wtive Testing such as Ultrasonic or Magnetic Panicle i :FR&I :CICCH INI 8.5/26/2004 11:25 L FAX N0. :760-776-6687 May. 26 2004 01:07PM PI 760323.7819 Psmaxim PAGE 81 4dPREPOW Palm Spm wdcring, Inc. i iSqVol M4 Warr Pak"SWdW CA IMR S40 r�cou -MM2 4449 4w7W = 78'19 er��B Convaaoo' LkWIM 0 X818 ChOWO =0 CM PW To RAX4 771; Aft'n: (JOSS, C°rr'pcny:Lf V C, l CChr�r� ,� • %M:FAAid IMAXI Sueftneg 9tOW Ift-VIO' Tota{ * d Pages Ift Www smt!*DM M m..Mt. Wyou do i cern an Ot6abom.djad ppm, plm +N 7ft XI2 4Ms. N 74-L/3/S S- Zb a -t 0j r 41 FFUI :CICCH INI FAX NO. :760-776-6687 MEMORANDUM To; palm Springs Welding, Jessie Mardnez Golden Construction From: Joseph N. CicchIni,,P-E. kAw gn wvu Subject: Mlr*Oa Residence May. 20 2004 12:15PM PI SENT VIA FAX 323-7819 Dear Jessie, This is to inform you OW the structural steel shop drawings are in general conformance with the structural plans prepared by Joseph N. Cicchini, P. E. SPECIAL INSPECTION WEEKLY REPORT JON TANDY 78-194,ELENBROOK CT PALM DESERT, CA 9221 1 OFFICE 760:772:7192 FAX 760.772.7193 PAGER 760.776.3338 TYPE OF INSPECTION PERFORMED DATE CONCRETE MIX NUMBER 26 -Apr -04 PHYSICAL ADDRESS - PERMIT NUMBER 7&379 COYOTE CANYON - LA QUINTA 0309=324 JOB NAME TYPE OF STRUCTURE MIRAGLIA RESIDENCE Ca THE TRADITIONS SFD ARCHITECT' - -- - -- �- ENGINEER THOMAS JAKWAY JOSEPH CICCHINI GENERALCONTRACTOR SUBCONTRACTOR GOLDEN CONSTRUCTION' TIDWELL CONCRETE DESCRIPTION OF WORK INSPECTED 4/26 - OBSERVED PLACEMENT OF ±42 YARDS OF DESERT REDI MIX# 94167 (4000 PSI) CONCRETE INTO BASEMENT P.I.P CONCRETE WALL FOOTING KEYWAY @ LOWEST FOOTING ELEVATIONS. ALL CONCRETE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACEMENT.. "CONSTRUCTED ONE SET OF 4 E.A. CONCRETE TEST CYLINDERS FROM 4TH LOAD. SAMPLE INFORMATION SUPPLIER TICKET. NUMBER MIX NUMBER TIME SAMPLED AIR TEMP SPE SLUMP TINE IN MOM DESERT REDI MIX 36414 94167 10:50 101 88 4 314 30 MINUTES LOCATION I SOUTH PERIMETER P.I.P. WALL KEYWAY @ LOWEST ELEVATION I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK,. UNLESS OTHERWISE NOTED, AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH THE'APPROVED PLANS, SPECWATIONS & APPLICABLE BUILDING LAWS. C.C.. INSPECTORS ICC 111132 - INSPECTORS CERTIFICATION AGENCY AND NUMBER JON TANDY 78-194 ELENBROOK CT PALM DESERT, CA 92211 OFFICE 760.772.7192 SPECIAL INSPECTION WEEKLY REPORT FAX 760.772.7193 PAGER 760.776.3338 TYPE OF INSPECTION PERFORMED SUPPLIER DATE CONCRETE I I 23 -Apr -04 PHYSICAL ADDRESS -7B-3-70 PERMIT NUMBER 78-!9" COYOTE CANYON - LA QUINTA 0309324. JOB NAME - TYPE OF STRUCTURE MIRAGLlAJRESIDENCE @ THE TRADITIONS SFD ARCHITECT ENGINEER THOMAS JAKWAY JOSEPH CICCHINI GENERAL CONTRACTOR SUBCONTRACTOR GOLDEN CONSTRUCTION TIDWELL CONCRETE I - - DESCRIPTION OF WORK INSPECTED __ I 4/23 - OBSERVED PLACEMENT OF REBAR IN CONCRETE FOOTING KEYWAYS @ LOWEST FOOTING ELEVATIONS(WEST OF GRADE BEAMS). ONLY REBAR EXTENDING INTO FOOTING KEYWAY INSTALLED @ THIS TIME. ALL REBAR APPEARS AS PER APPROVED PLANS UNLESS NOTED BELOW. ,NOTE FOOTING KEY WAY DETAIL REQUIRES 3#51s E.F.@ KEYWAY. ONLY 2#5 s E F.�INSTALLED. o i SHAWN WITH TIDWELL CONCRETE STATES APPROVAL HAS BEEN OBTAINED FROM JOSEPH CICCHINI. 'SIGNED & STAMPED PAPERWORK REQUIRED. ' L ....................................................... � SAMPLE INFORMATION SUPPLIER TICKET NUMBER MIX NUMBER TIRE SAMPLED AIR TERP �P SLUMP TBIE IN YD03t LOCATION . 1 HEREBY CERTIFY THAT 1 HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS, OTHERWISE NOTED, AND TO THE BEST OF MY ABIUTY I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS & APPLICABLE BUILDING LAWS. C.C. INSPECTORS SIGNATURE ICC 1111326- MPECTOR.S CERTIFICATION AGENCY AND NUMBER