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0311-190 (BLCK) LICENSED CONTRACTOR DECLARATION BUILDING PERMIT � I herebyaffirm under penalty of perjurythat I am licensed under provisions of �-�-•_'. F- Chapter 9 (commencing with Section 7000)of Division 3 of the Business and DATE VALUATION LOT TRACT 04 W Professionals Code,and my License is in full force and effect. 11./2-5,10C ��ti(}pwp(}:` r1, 30023 O ch License# Lic.Class Exp.Date I- u7 �_��, JOB SITE APN W i �; B 1 3131 ff ADDRESS $1—aZ�A��r- ZZ f Date SignatureofContractor � T'rOWNER CONTRACTOR/DESIGNER/EN (NEER O r- �— O OWNER-BUILDER DECLARATION WFAHOX",' F'0 i.AC'"MTADUT_TS SHE-AHOMM W W I hereby affirm under penalty of perjury that I am exempt from the ContractorI.S 81.260 AVFI3IJi,f2 81-2f:0 AWNLIF,62 F- a- License Law for the following reason: I�l1 C1'iISk�PA CA 927,33I.h°QI`A CA 928S3 Z_ ( ) 1, as owner of the property, or my employees with wages as their sole (9050533-8996 CLQ 66715 compensation,will do the work,and the structure is not intended or offered for sale(Sec.7044,Business&Professionals Code). USE OF PERMIT ( ) I, as owner of the property, am exclusively contracting with licensed C31�A1L??tAL F3II1TtiIFIC contractors to construct the project (Sec. 7044, Business & Professionals Code). s;s�1630 OF COIJtI?C?1'1ZE�,6rP111JCt;t�1!'t7'Ft t.°ttA�.IOY?N W.AZ.I.PteR CD1) co () I am exempt under Section , B&P.C.for this reasong, a ,� ° , O N Date Signature of Owner APPROVED PLAN AND ORC ,)TA.NDARD,2001 CBS:, CID CL Q WORKER'S COMPENSATION DECLARATION C) ZCC I hereby affirm under penalty of perjury one of the following declarations: U-) ri WAI , 1;6,10,90 u r F- O ( ) 1 have and will maintain a certificate of consent to self-insure for workers' X W compensation, as provided for by Section 3700 of the Labor Code, for the O J Q performance of the work for which this permit is issued. M Q C) ( ) I have and will maintain workers'compensation insurance,as required by O U Q Section 3700 of the Labor Code, for the performance of the work for which this Il rn F- permit is issued. My workers' compensation insurance carrier & policy no. are: Z Carrier NATIONAL UNT010 Ir Policy No. 7.163D3 X912KNI'MD WST e?1't°(MANSTRUC ION 44D,5W.00 J (This section need not be completed if the permit valuation is for$100.00 or less). CONSTRUCTION FEE 101.000-418.000 1336.00 ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers'compensation provisions bf Section 3700 of the Labor Code, s,all for4 w ith comply wit thtose prou slori's. � Date: � t ` Applicant � .w +� � �' Warning: failure to secure Workers' Compensation coverage is unlawful and rJ 20a3 shall subject an employer to criminal penalties and civil fires 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. OV Or►` T 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 ti application. 1.Each person upon whose behalf this application is made&each person at MB-TOTAL C�ONSI-RLFOTION AND PI—AX QHECK $356.00 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 '195..1 PPR-)PA1D 1+'11.9 $10.00 & hold harmless the City of La Quinta,•its officers, agents and employees. 2.Any permit issued as a result of this application becomes null and void if TOTAL JIF"I`,1';MKS)MV N('N + $.W. 400 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. IIIIIIIIIIIIIIIIIIIIIIII�I I certify that I have read this application and state that the above information is 37 I correct. I agree to comply with all City, and State laws relating to the building IE construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes. I RECEIPT DATE r j Bf DATE FINALED INSPECTOR Signature (Owner/Agent) � - Date 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 Exhaust Fans O.K.to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans&Controls ` Party WO Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywill-'Int.Lath Final Final POOLS - SPAS BLOCKWALL APPROVALS steel Set Backs Electric Bond Footings -G>L Main Drain Bond Beam 01,17 Approval to Cover Equipment Location Underground Electric Underground Plbg.Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K.for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: �i�v7- SET .(A) 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) t1 I , ` IIIIIIIIVIIIIIIVIIIIIII1 38 r, IE JCM Inspections -� 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760- 72=3 95 INSPECTIONS PRESTRESSE -CONCR TE I PECTION REPORT Date: L(-b O Project Name: Project No: Trilogy @ La Quinta-Shea Homes �,, �� ( � t 02-1109 Project Address: a&11 ❑✓ IBC 81-260 Avenue 62 La Quinta, CA ❑Title 24 Client: �� Sub-Contractor: Shea La Quinta, LLC Sun Coast Tensioning Other: General Contractor: JTN Architect: Structural Engineer: Shea Homes Bassenian Lagoni Borm&Assoc,lnc/Suncoast Post Tension LP Weat�ier Size and Type of Tendons: 1/2"Diameter Seven Strand Stress-Relieved Tendons � 1: Suv\n Jack Machine Calibration: Received Sheet from Sun Coast-Gage Pressure in psi to Machine Load in kips Unresolved Items-:: .C_�E-Wpsi to 33.04 kips/33,000 lbs None ❑ See Below Cal ibratio dCe:-: M chine# Phase Tk �02( `Productd P64sl4 001140 QS(I t CCk CacCfS qam() Description of Wo ns 'd! Actual Elongation(in) Specified Complies within 7%+/-of specified elongation. Lot#Location Tendons Elongation(in) Reference 11 h/SN2. 3p3(p Yes No M q S1 a ;(��tn� C� G �f1. l0 3 EE" 1:1IY1a ^i 'ln>qQ ll)uiIN r XO Ira—�, 3 ©' ❑ Gtl�T �nor (QQ-< %t`c1 'tn4o1 ❑yam ❑ ❑ ❑ I hereby certify that I have inspected all of the above work,unless otherwise noted,and to the best of my ability I have found this work to comply with the approved plans,specifications_applicable building laws. Final report issued at project completion. Inspector: J ck C. Millin ICC Cn c io No'0842216-89 Contract s Represen tive: _\ ..'�' (11 . ' Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page of / JCM Inspections 39725 Garand Lane Suite F 0 TIPPalm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS PRESTRESSED CONCRETE INSPECTION REPORT Date: Project Name: / / Project No: Trilogy @ La Quinta-Shea Homes k e f // 02-1109 Project Address: \ t City:! �✓ IBC 81-260 Avenue 62 �` La Quinta, CA Title 24 Client: Sub-Contractor: Shea La Quinta, LLC Sun Coast Tensioning Other: General Contractor: Architect: Structural Engineer: Shea Homes Bassenian Lagoni A Borm&Assoc,I nc/Suncoast Post Tension LP Weathgr: c Size and Type of Tendons: 1/2" Diameter Seven Strand Stress-Relieved Tendons 1"0 ,5S' Jack Machine Calibration: Received Sheet from Sun Coast-Gage Pressure in psi to Machine Load in kips Unresolved Items: S-sp� psi to 33.04 kips/33,000 lbs .None ❑ See Below Calibration Date:•-Machine# per- oZ-��_0=- PhaseLo P�duct� Plan s flG $, S� TQC e�Ca� GS aaaL Description of Wor \nWgrted�— Actual Elongation(in) Specified Complies within 7%+/-of specified elongation. Lot#Location Tendons Elongation(in) Reference 11 h/SN2. ` Oe� Yes No a.c &-Z � 4- LI f ~a --3 ©- ❑ La o,A 4 G�� � - C El Ma ( 4 ) r�e� El < o �I nn•,�1 Q.eac e El 14 ?w'i\o 14-9 -�• _3 4WLis/ ❑ t bt NAA 'L�[J� ' El El 1 LTJ/ 9 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I hereby certify that I have inspected all of the above work,unless otherwise noted,and to the best of my ability I have found this work to comply with the approved plans,specifications_applicable building laws. Final report issued at project completion. Inspector: ck C. Millin ICC C if ca ion o:0842216-89 Contract is Repres, ntative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page of JCM Inspections i 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS PRESTRESSED CONCRETE INSPECTION REPORT Date:_ Project Name: Project No: Trilogy @ La Quinta-Shea Homes 02-1109 Project Address: City: �✓ IBC 81-260 Avenue 62 La Quinta, CA Title 24 Client: Sub-Contractor: Shea La Quinta, LLC Sun Coast Tensioning Other: General Contractor: Architect: Structural Engineer: Shea Homes Bassenian Lagoni Borm&Assoc,I nc/Suncoast Post Tension LP Weather: Size and Type of Tendons: 1/2"Diameter Seven Strand Stress-Relieved Tendons C q(" Jack Machine Calibration: Received Sheet from Sun Coast-Gage Pressure in psi to Machine Load in kips Unresolved Ite s: psi to 33.04 kips/33,000 lbs [None ❑ See Below Calibration Date _Machine# Oro, ada—S Phase N Lo Pr du Plan L4sza 1 -) 16nf Ic CD e Description of Worms �`edP Actual Elongation(in) Specified Complies within 7%+/-of specified elongation. Lot#Location Tendons Elongation(in) Reference 11 h/SN2. Yes No r t lo- ❑ 00 P"" ❑ a. �� �r�ev1 �cq� �L� -�.- t � -l �-t �'� ❑ C t»m_.. oa y O'y ©--_ ❑ 51 ' ❑ ❑ ❑ ❑ ❑ I hereby certify that I have inspected all of the above work,unless otherwise noted,and to the best of my ability I have found this work to comply with the approved plans,specifications_applicable building laws. Final report issued at project completion. Inspector: Ja C. Millin ICC Certificate oc0842216-89 Contract-is Re preseer`ittattive: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page 4—of JCM Inspections ME, 39725 Garand Lane Suite F Palm Desert, CA 92211 1E INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS PRESTRESSED CONCRETE INSPECTION REPORT Date: _ Project Name: Project No: Trilogy @ La Quinta-Shea Homes 02-1109 Project Address: City: �✓ IBC 81-260 Avenue 62 La Quinta, CA Client: Sub-Contractor: Title 24 Shea La Quinta, LLC Sun Coast Tensioning Other: General Contractor: Architect: Structural Engineer: Shea Homes Bassenian Lagoni Borm&Assoc,lnc/Suncoast Post Tension LP Weather: Size and Type of Tendons: 1/2" Diameter Seven Strand Stress-Relieved Tendons t\ \ Jack Machine Calibration: Received Sheet from Sun Coast-Gage Pressure in psi to Machine Load in kips Unresolved Ite rccz psi to 33.04 kips/33,000 lbs ® None ❑See Below Calibration Dat chine# 1.9aw lrw . Phase Lo 03�_Pr5T=t Plan r �� Description of WArX Inspected:--__' Actual Elongation(in) Specified Complies within 7%+/-of specified elongation. Lot#Location Tendons Elongation(in) Reference 11h/SN2. Yes No r Ar ( s•i i 1 (0 4- 1 3 EiJ- ❑ cg ED' El o ❑ �re%lyll L, 6.A Q Q ©/ ❑ 1. CO' ❑ �R 3 Cg- ❑ oor'l �' CQ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I hereby certify that I have inspected all of the above work,unless otherwise noted,and to the best of my ability I have found this wo to comply with the approved plans,specifications_applicable building laws. Final report issued at project completion. ---- Inspector: Jack C. Millin ICC Ce t� ion No:0842216-89 Contractor's epresentativ . Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page of + r JCM Inspections 39725 Garand.Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS PRESTRESSED CONCRETE INSPECTION REPORT Date: — O--C)r— Project Name: Project No: Trilogy @ La Quints-Shea Homes 02-1109 Project Address: City: Q✓ IBC 81-260 Avenue 62 La Quinta, CA Title 24 Client: Sub-Contractor: Shea La Quinta, LLC Sun Coast Tensioning Other: General Contractor: Architect: Structural Engineer: Shea Homes Bassenian Lagoni Borm&Assoc,I nc/Suncoast Post Tension LP Weather: Size and Type of Tendons: 1/2" Diameter Seven Strand Stress-Relieved Tendons Sid An k Jack Machine Calibration: Received Sheet from Sun Coast-Gage Pressure in psi to Machine Load in kipsUnresolve�J ems: SS Ora psi to 33.04 kips/33,000 lbs None ❑ See Below Calibration Date:—Vlachine# CS 42 A Phas Lot# io Pr duct3 Plan G C s aeo Description of Work s ected'_ Actual Elongation(in) Specified Complies within 7%+/-of specified elongation. Lot#Location Tendons Elongation(in) Reference 11 h/SN2. 3 Yes No 1 r!r exr, — &%AD, Kr 1:1❑ eo v a t a A_- S,r `CT ❑ Nbe Xy on m a- a-�- -�- — ❑ 12- El y s 91" ❑ A CS bco"' Ca- ❑ ,. ,. '' - �- � Com' ❑ �. n n mCt sc A c a. S�rX'�' - > n r El El ED ❑ ❑ I hereby certify that I have inspected all of the above work,unless otherwise noted,and to the best of my ability I have found this work to comply with the approved plans,specifications applicable building laws. Final report issued at project completion. Inspector: Jack C. Millin IC ica n N6:0842216-89 Contracto s Represents roe: G Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page of JCM Inspections 39725 Garand Lane Suite F ��• Palin Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS PRESTRESSED CONCRETE INSPECTION REPORT Date: Project Name: Project No: Trilogy @ La Quints-Shea Homes 02-1109 Project Address: City: �✓ IBC 81-260 Avenue 62 La Quinta,CA Title 24 Client: Sub-Contractor: Shea La Quinta, LLC Sun Coast Tensioning Other: General Contractor: Architect: Structural Engineer: Shea Homes Bassenian Lagoni Borm&Assoc,lnc/Suncoast Post Tension LP Weather: Size and Type of Tendons: 1/2"Diameter Seven Strand Stress-Relieved Tendons nn Jack Machine Calibration: Received Sheet from Sun Coast-Gage Pressure in psi to Machine Load in kips Unresolved-Items: CSpp psi to 33.04 kips/33,000 lbs [None ❑ See Below Calibration 9dfe I�iV chine# ts- �,�� ( � Phase Lot#K roduct 3 Plan f2Q_ Description of Work„I spected: Actual Elongation(in) �--� Specified Complies within 7%+/-of specified elongation. ��11..Lot#Location Tendons Elongation(in) Reference 11 h/SN2. It-- 3p3 { Yes No Gil rQ _ Q a 1''� 0' ❑ SAO ❑ 0' ❑ Ca' ❑ �...,, S' Q ©� ❑ E2- ❑ I t 5�_ ❑ L)— 4 3'3 ©— ❑ Ll I,, \ 3 `1 W-­� ❑ 2" ❑ Ir ❑ ❑ ❑ ❑ I hereby certify that I have inspected all of the above work,unless otherwise noted,and to the best of my ability I have found this work to comply with the approved plans,specifications_applicable building laws. Final report issued at project completion. Inspector: J ck C. Millin ICC Ce ifi t' n o:0842216-89 Cont/ra�c'tto Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page of� JCM Inspections'r� ,3972513arandlane Suite F Paim Desert, CA 92211 INSPECTIONS ,Phone: 760-345-5554 - Fax: 76'0'-772-3895 INSPECTIONS PRESTRESSED CONCRETE INSPECTION REPORT Date: a Project Name: Project No: Trilogy @ La Quinta-Shea Homes 02-1109 Project Address: City: �✓ IBC 81-260 Avenue 62 I La Quinta, CA Title 24 Client: Sub-Contractor: Shea La Quinta, LLC Sun Coast Tensioning Other: General Contractor: Architect: Structural Engineer: Shea Homes Bassenian Lagoni Borm&Assoc,lnc/Suncoast Post Tension LP Weather: Size and Type of Tendons: 1/2"Diameter Seven Strand Stress-Relieved Tendons Su nn \410 b- 7 Jack Machine Calibration: Received Sheet from Sun Coast-Gage Pressure in psi to Machine Load in kips Unresolved Items. Seo psi to 33.04 kips/33,000 lbs [None ❑ See Below Calibratio ate: achine# Phase Lo 3 )roduct Planll4so Description of WIKkt nspee Actual Elongation(in) Specified Complies within 7%+/-of specified elongation. Lot#Location Tendons Elongation(in) Reference 11 h/SN2. Yes No G a�a 1-I 1L C;L. l 2' ❑ �� n�tt� �t\Gy'1Qn iVVO�.Si� f rD c� U c c Q Qaoo r —a'v a r Nr ❑ EK 1:1 Cas, -a 6A, —S; 1a. I I +I 1 a 1 t, 1 El 9' ,` ❑ 1 Er r ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I hereby certify that I have inspected all of the above work,unless otherwise noted,and to the best of my ability I have found this work to comply with the approved plans,specifications_applicable building laws. Final report issued at project completion. Inspector: ack C. Millin ICC Ce ' I ton 0:08422 s 16-89 Contracto Representative: C. 2 1 r 1 Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page of� " JCM Inspections 39725 Garand Lane Suite F Palm Desert,CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS PRESTRESSED CONCRETE INSPECTION REPORT Date: ,3 . =R5 Project Name: Project No: Trilogy @ La Quinta-Shea Homes 02-1109 Project Address: City: �✓ IBC 81-260 Avenue 62 La Quinta,CA Title 24 Client: Sub-Contractor: Shea La Quinta, LLC Sun Coast Tensioning Other: General Contractor: Architect: Structural Engineer: Shea Homes Bassenian Lagoni Borm&Assoc,lnc/Suncoast Post Tension LP Weather: Size and Type of Tendons: 1/2"Diameter Seven Strand Stress-Relieved Tendons �Ut�I1 t►��n � Jack Machine Calibration: Received Sheet from Sun Coast-Gage Pressure in psi to Machine Load in kips Unresolved Items: •S X00 psi to 33.04 kips/33,000 lbs Shone ❑ See Below Calibration Date: Machine# 10-5 _ �S Phase A Lot# Pro ct Plan S D �'� S' 0 C`t :L Description of Work I pegted: Actual Elongation(in) Specified Complies within 7%+/-of specified elongation. Lot#Location Tendons Elongation(in) Reference 11 h/SN2. 6& Yes No �� C ac 0- A '�_ -S', a 0/ ❑ Nl� ❑ 3 53- ❑ 3 C- ❑ GC r VLnnO _ 1�4 ee 3 -� - -;I — Of ❑ ©- ❑ ,, ,. _SAAR., 3 f�" COY ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I hereby certify that I have inspected all of the above work,unless otherwise noted,and to the best of my.4bility I have found this work to comply with the approved plans,specifications applicable building laws. Final report issued at project completion. Inspector: ck C. Millin ICC fi ati o:0842216-89 Cont actor's epresenta'ive: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page ofv-- JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS PRESTRESSED CONCRETE INSPECTION REPORT Date: �.. _ Project Name: Project No: Trilogy @ La Quinta-Shea Homes 02-1109 Project Address: City: IBC 81-260 Avenue 62 La Quinta, CA ❑Title 24 Client: Sub-Contractor: Shea La Quinta, LLC Sun Coast Tensioning Other: General Contractor: Architect: Structural Engineer: Shea Homes Bassenian Lagoni Borm&Assoc,lnc/Suncoast Post Tension LP Weather: Size and Type of Tendons: 1/2"Diameter Seven Strand Stress-Relieved Tendons Lt Y1('11-A � Jack Machine Calibration: Received Sheet from Sun Coast-Gage Pressure in psi to Machine Load in kips Unresolve Items: SS`pp psi to 33.04 kips/33,000 lbs None ❑ See Below Calibrat�ion,Date:-Machine# 0:37 _ . Phase L f#3 Product L Plan ysa� SL- Description of Wo _pspted Actual Elongation(in) Specified Complies within 7%+/-of specified elongation. Lot#Location Tendons Elongation(in) Reference 11 h/SN2. Ld6It-31 Yes No 61 G'( C►c 'a LJ CP' I& - I ©____ ❑ - sS Qpp, ++ 2 3 B." ❑ �'\QS cr Qy1� �niQ�JI� t Z y ❑ CSI'' ❑ D04-- �nn�� C 3 CE' ❑ 2- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 hereby certify that I have inspected all of the above work,unless otherwise noted,and to the best of my ability I have found this work to comply with the approved plans,specifications_applicable building laws. Final report issued at project completion. Inspector: ack C. Millin ICC if do No:'0842216-89 Co ctor, Represe tative: G Copy 1 JCM In ons Copy 2 Project Superintendent Copy 3 Governing Agency Page of r JCM Inspections t -39725 Garand Lane Suite F Palm Desert, CA 92211 ITM ..44 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS PRESTRESSED CONCRETE INSPECTION REPORT Date: Project Name: Project No: Trilogy @ La Quinta-Shea Homes 02-1109 Project Address: City: �✓ IBC 81-260 Avenue 62 ` La Quinta, CA Title 24 Client: Sub-Contractor: Shea La Quinta, LLC Sun Coast Tensioning Other: General Contractor: Architect: Structural Engineer: Shea Homes Bassenian Lagoni Borm&Assoc,lnc/Suncoast Post Tension LP Weather: Size and Type of Tendons: 1/2"Diameter Seven Strand Stress-Relieved Tendons Senn Jack Machine Calibration: Received Sheet from Sun Coast-Gage Pressure in psi to Machine Load in kips Unresolved Items: None S S-rf::psi to 33.04 kips/33,000 lbs ❑ See Below Calibration Date:—Machine# r) Phase Lot# O duct Plan S 2n, C7 \ c� C�c C k_' rT Description of Work,,psp cte9: Actual Elongation(in) Specified Complies within 7%+/-of specified elongation. Lot#Location Tendons Elongation(in) Reference 11 h/SN2. LAYes No a a ao— Rl' ❑ LOW ❑ nIN& 0a S; a Lam' ❑ M a s�o w W', 5�/ ❑ may. El El ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I hereby certify that I have inspected all of the above work,unless otherwise noted,and to the best of my ability I have found this work to comply with the approved plans,specifications_applicable building laws. Final report issued at project completion. Inspector: J ck C. Millin ICC C ifca to No.�0842216-89 Conttrractor' Representative: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page of JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS PRESTRESSED CONCRETE INSPECTION REPORT Date: Project Name: Project No: Trilogy @ La Quinta-Shea Homes 02-1109 Project Address: City: �✓ IBC 81-260 Avenue 62 La Quinta, CA Title 24 Client: Sub-Contractor: Shea La Quinta, LLC Sun Coast Tensioning Other: General Contractor: Architect: Structural Engineer: Shea Homes Bassenian Lagoni Borm&Assoc,lnc/Suncoast Post Tension LP Weather: Size and Type of Tendons: 1/2" Diameter Seven Strand Stress-Relieved Tendons 1 &U A A tk n Jack Machine Calibration: Received Sheet from Sun Coast-Gage Pressure in psi to Machine Load in kips UnresolveItems: Csp,vb O psi to 33.04 kips/33,000 lbs ®,,,None ❑ See Below Calibration Date- Machine# Phase Lot# P,oduct Plan /4 (o Oa Ll { N0Z C t A Description of Work)I spected:111 Actual Elongation(in) �--~� Specified Complies within 7%+/-of spepified elongation. Lot#Location Tendons Elongation(in) Reference 11 h/SN2. L , ` Yes No to T. e 0�51�0..4 A, k '5' [B/ ❑ -7 SLS�, ❑ L'�1 ❑ Ll 4A ©' ❑ ❑ ❑ GC 'R. r 00i'vn — Q�aa11Z' I o _0` ❑ 14 �k. G ago Q�4v%it, Er ❑ 3t 0'' ❑ L4 El I 11t 9-- ❑ 51� El I hereby certify that I have inspected all of the above work,unless otherwise noted,and to the best of my ability I have found this work to comply with the approved plans,specifications_applicable building laws. Final report issued at project completion. Inspector: Jack C. Millin ICC CeLtifi ati n :0842216-89 Contract s�Representative: C `� 'C Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page of * JCM Inspections r 39725 Garand Lane Suite F Ell Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS PRESTRESSED CONCRETE INSPECTION REPORT Date: 3_ �.- Project Name: Project No: Trilogy @ La Quinta-Shea Homes 02-1109 Project Address: City: 0✓ IBC 81-260 Avenue 62 + La Quinta, CA Title 24 Client: Sub-Contractor: Shea La Quinta, LLC Sun Coast Tensioning Other: General Contractor: Architect: Structural Engineer: Shea Homes Bassenian Lagoni Borm&Assoc,lnc/Suncoast Post Tension LP Weather: Size and Type of Tendons: 1/2"Diameter Seven Strand Stress-Relieved Tendons C%`��) �4'0' Jack Machine Calibration: Received Sheet from Sun Coast-Gage Pressure in psi to Machine Load in kips Unresolved Items: pp psi to 33.04 kips/33,000 lbs ® None ❑ See Below Calibration Date:—Machine# T)_(�a Phase9kLot# �r- P oduct Plan D� r Description of Work, spetedf" Actual Elongation(in) Specified Complies within 7%+/-of specified elongation. Lot#Location Tendons Elongation (in) Reference 11 h/SN2. Yes No ©, ❑ -- © ❑ nla�_ovQ,c(��w! cc'.�C_ nnn nC .r e, A)ryr ��� n -2" ® ❑ Fft ❑ 2 ❑ E;k El M 3 l©J ❑ l\� eon ' —� L'�J ❑ t ER" El1 Ca Seca-- C a .r + ► ' i 9- ❑ ► � ©- ❑ ❑ ❑ ❑ ❑ I hereby certify that I have inspected all of the above work,unless otherwise noted,and to the best of my ability I have found this work to comply with the approved plans,specifications_applicable building laws. Final report issued at project completion. Inspector: Jack C. Millin ICC a ifCT aNo:0842216-89 Contractor' Representa, (ve: Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page 401`L_ JCM Inspections 39725 Garand Lane Suite F Palm Desert, CA 92211 INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS PRESTRESSED CONCRETE INSPECTION REPORT Date: ` — Project Name: Project No: Trilogy @ La Quinta-Shea Homes 02-1109 Project Address: City: 7 IBC. 81-260 Avenue 62 La Quinta, CA Title 24 Client: Sub-Contractor: Shea La Quinta, LLC Sun Coast Tensioning Other: General Contractor: Architect: Structural Engineer: Shea Homes Bassenian Lagoni Borm&Assoc,lnc/Suncoast Post Tension LP Weather: Size and Type of Tendons: 1/2" Diameter Seven Strand Stress-Relieved Tendons OJ VM o Jack Machine Calibration: Received Sheet from Sun Coast-Gage Pressure in psi to Machine Load in kips Unresolved Items: avo psi to 33.04 kips/33,000 lbs []`.None ❑ See Below Calibration Date:Malchine# O -1 p_pr; Phase �Lo 3 `�3�P oduct 3 Plan(DLA30 � � �30 I W0Q_C Description of Work4 spe tc ed: Actual Elongation(in) Specified Complies within 7%+/-of specified elongation. Lot#Location Tendons Elongation(in) Reference 11 h/SN2. Yes No EEr El 0 ❑ bclkc 00r,.3 I El CEJ' ❑ LaunAc .�e� —Sir �n S" Ej" ❑ LI a D" ❑ Er El ff El r4 1�' IJ ❑ Ll �S 4 ?— LJ ❑ �l� ❑4 ❑ ❑ ❑ ❑ ❑ I hereby certify that I have inspected all of the above work,unless otherwise noted,and to the best of my a���wo�to comply with the approved plans,specifications_applicable building laws. Final report issued at project completion. Inspector: ck C. Millin ICC Ce ifcailio :0842216-89 Contractors Represen tive: Copy 1 JCM Inspections Copy 2'$hject Superintendent Copy 3 Governing Agency Page f