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Mirage (Plans 1-3) Revision 21ZEFERFiJce LY -Flo alw J;LcA. A a # t BinCity of La-.Quinta,: Building U Safety Division Permit #GS PA'. Box 1504, 78-495 Calle Tampico .��p k La Quinta, CA 92253 - (760) 777-7012 • v . Building Permit Application and Tracking Sheet Project Address: Owner's Name: f� A. P. Number:Address:, �-IT�. V tS �— Legal Description: r, Pma 30-SCity, ST; Zip: �� �. �� � S Contractor: {A) ri rz Telephone: D Address: Project Description: City, ST, Zip: 221-411a� Telephone: _ "�. t I& vY1S rv,.e d cI U State Lic. City Lic: #: 1• 1 Arch., Bngr., Designer: n Address: �03 Ott City, ST, Zip: G� Telephone: OkLkA SS 3 Gt 10 o 41Constrgction Type: Occupancy: State Lic. #: Project.type (circle one): New . Add'n Alter Repair Demo Name of Contact Person:, CCa Sq. FG: #Stories: # Units: Telephone # of Contact Person: Jr13.—GT 0 Q Estimated Value of Project: APPLICANT::IDO NOT WRITE BELOW THIS LINE # Submittal 1 Req'd Recd TRACIUNG . PERMIT FEES Plan Sets Plan Check submitted.. Item' Amount Structural Calcs. Reviewed, ready for correctionsi 10,wfa,Plan Check Deposit . Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. ,. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for corrections/issue jg Electrical Subcontactor List Called Contact Person Plumbing Grant Deed ` - Plans picked ups S.M.I. H.O.A. Approval. Plans resubmitted Grading IN HOUSE:- Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr \ Date of permit issue School Fees I Total Permit Fees �' � 7 %E112'Gltb II10 Tamer) 41*414400 ismism/8 �pro�b�6 Cek ,l �. -�MrD3 51;bf ?ted . A Wc, �' � 7 %E112'Gltb II10 Tamer) 41*414400 ismism/8 �pro�b�6 Cek ,l �. -�MrD3 51;bf ?ted . A Wc, To Whom It May Concern: Continuous Inspection & Materials Testing ® ® Al A& ® A& 441 Commercial Way, La Habra, CA 90631-6168 (562) 941-2990 • (714) 526-8441 FAX (562) 946-0026 Enclosed you will find copies of Daily Inspection Reports and/or Compressive Strength Testing Results for the city jurisdiction. We have enclosed these copies for you records. If you have received any reports in error please forward them to Southwest Inspection and Testing. If you have any questions or comments, please do not hesitate to call. Thank you, Southwest Inspection & Testing Southwest Inspection and Testing, Inc. 441 Commercial Way, La Habra, CA 90631 (562) 941-2990 - (714) 526-8441 - Fax (562) 946-0026. REGISTERED INSPECTORS'S DAILY REPORT SWIT Job No. (00"o Date 6-6''s-09 TYPE OF INSPECTION REQUIRED Id Reinforced Concrete ❑ Strcictural Steel Assembly ❑. Quality Control ❑ Post Tensioned Concrete ❑ Fire Proofing ❑ Other ❑ Reinforced Masonry ❑ Asphalt Job Address [ Wes1 0` City QW4Ly Job Name Verde 2 ° Issued By1 Type of Structure F' Arc ite t Material Description (type. grade, source) , e d0kyucfi Engineer Contractor I t Inspec XT6Name1 x r tt r Subconira r � TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY — LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE & IDENT. NO'S OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TORQUED) CHECKED, ETC. LO 1--6" "Vvjr4t. vesJ (,_W11qAW5, rr Q,'S 114 S s � b327� i'e crib 7GO Qr X 5(,kc&Lka1,P-d0i m® CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. yj't' SIGNATURE OF R•GIS RED INSPECTOR vto 31 jf —149 SPECIALTY -NO. AGENCY CONTINUED ON NEXT PAGE I—I PAGE OF 1 TIME IN I TIME OUT I REG. HOURS I O.T. HOURS I CYLINDERS 1 7700 1 MGM 1 e 1 1 7 All inspections based on a minimum of 4 hours and over 4 hours - 8 hour minimum. Approved by Project Superintendent WHITE - OFFICE COPY, CANARY - ACCOUNTING COPY, PINK - INSPECTOR'S COPY, GOLDENROD. - JOB SITE COPY I' Southwest Inspection and Testing, Inc. 441 Commercial Way, La Habra, CA 90631 (562) 941-2990 9 (714) 526-8441 • Fax (562) 946-0026 REGISTERED INSPECTORS'S DAILY REPORT SWIT Job No. I Dateb---2-6 —0 TYPE OF ❑ Reinforced Concrete ❑ Strcictural Steel Assembly ❑ Quality Control INSPECTION ❑ Post Tensioned Concrete ❑ Fire Proofing V Other REQUIRED ❑ Reinforced Masonry ❑ Asphalt Job Address City Job Name .S Perrpit C Issued 8y Type of Structure Architect Material Description (type, grade, source) Engineer /..� �f � Inspector(s) Name 51%/ SubcontracJtor //4 TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY — LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE & IDENT. NO'S OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TORQUED) CHECKED, ETC. / /OTS T &C . C2-o0fl,0 !? J01( /D-",/ i a 2 7 (43 A, f-7rzz Lf��4.1 V/70 CERTIFICATION OF COMPLIANCE I HEREBY CERTIFYTHAT I HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE AVE FOUND THIS WORK TO CO LY W� H THE APPROVED PLANS, SPECIFICATIQNS, AND AP CABLES TIONS OF THE GD&NING ILDI AWS. OF REGIMREDdWECTOR r% SPECIALIf NO. AGENCY < b CONTINUED ON NEXT PAGE M PAGE OF TIME IN I TIME OUT I REG. HOURS I O.T. HOURS I CYLINDERS All inspections based on a minimum of 4 hours and over 4 hours - 8 hour minimum. Approved WHITE - OFFICE COPY, CANARY - ACCOUNTING COPY, PINK - INSPECTOR'S COPY, GOLDENROD - JOB SITE COPY Letter of Transmittal To: City of La Quinta Today's Date: Your Files .0 Your Review 78-495 Calle Tampico City Due Date Checking its ❑ La Quinta, Ca 92253 Project Address: Attn: Plan Check #: 0% 0(02 Submittal: 1'st ❑ 4th. 2nd ❑ 5th ❑ 3`d ❑ Other: We are forwarding: By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: # Of Descriptions: Includes: # Of Descriptions: Copies: Copies: Structural Plans j Revised Structural Plans Structural Calcs Revised Structural Calcs ❑ Truss Calcs— Revised Truss Calcs ❑ Soils Report ❑ Revised Soils Report Correction List- Approved Structural Plans Redlined Structural Plans �_ Approved Structural Calcs ❑ Redlined Structural Calcs Approved Truss Calcs ❑ Redlined Truss Calcs ❑ T Approved Soils Report ❑ Redlined Soils Reports. ❑ Other: Thank you! This Material Sent for: ❑ Your Files ' ❑ Your Review ❑ Checking Other: ❑ Per Your Request Approval ❑ At the request of: Palm Desert Office: ❑# (760) 360-5770� Washington Office: ❑ # (760)404-9556 P.O. BOX 1504 BUILDING & SAFETY DEPARTMENT 78-495 CALLS TAMPICO (760) 777-7012 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 To: Greg Butler, Building & Safety Manager To CDD: January 08, 2008 a From: Les Johnson, Director -Planning. Due Date: January 15, 2008 Permit #: 08-62 Status: 1St Review Building Plans Approval (This is an approval to issue a Building Permit) The Planning Department has reviewed the Building Plans for the following project: - Description: Revisions (3) Models Address or General Location: 80-550 Avenue 58 Applicant Contact: Rosie Lara (760)218-8258 The Planning Department finds that: ❑ ...these Building Plans do not require Planning Department approval. ...these Building Plans are approved by Planning Department. Y 9 p ❑ :..these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made please return them to the Planning Department for review. `_ AIA, `t?A& MA Les Johnson,' Director -Planning Date Southwest Inspection and Testing, Inc. 441 Commercial Way, La Habra, CA 90631 (562) 941-2990 e (714) 526-8441 9 Fax (562) 946-0026 REGISTERED INSPECTORS'S DAILY REPORT SWIT Job No. Date TYPE OF ❑ Reinforced Concrete ❑ Strcictural Steel Assembly 6luality Control INSPECTION ❑ Post Tensioned Concrete ❑ Fire Proofing ❑ Other REQUIRED ❑ Reinforced Masonry ❑ Asphalt Job Address ["9 _LI- S �1 "i If— VJeL --0f- '�'I � f CID C�� bi 7l(� T 1� 41-M IZZ 74 k4w Job Name P e Per rb' c7; 67 - 2, 1 47 y Issued By Type of Structure '9 EVMaterial Ar ct , cid- .. %% C21� -y (,6 o n ec Des ription (type, grade source) Engineer � p r 4 Contractor Insper(s) N ff II Subcontractor TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY — LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED, NUMBER, TYPE & IDENT. NO'S OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELD MADE H.T. BOLTS TORQUED) CHECKED, ETC. I -serye l4t26,IIPA 110 Cj 4., Hgs U W - a --Il vo g l I CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE OBSERVED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOV RNING BUILDING LAWS. %' //SIGNKTURfOF REGISTERED INSPECTOR SPECIALTY NO. AGENCY CONTINUED ON NEXT PAGE L PAGE OF TIME IN TIME OUT REG. HOURS O.T. HOURS CYLINDERS J2;�0 i3�na All inspections based on a minimum of 4 hours and over 4 hours - 8 hour minimum. Approved by Superintendent WHITE - OFFICE COPY, CANARY - ACCOUNTING COPY, PINK - INSPECTOR'S COPY, GOLDENROD - JOB SITE COPY �rPr +i 4x119.f�b6C,`4f�? •-. Yi�kJ3R Sf+ � di i$ �1�<'ii i"L3 ., w�uv.u�f�Yt4Ci15tL�i 'TPA*~ 1i Mark Goldsmith Special Inspection ICC #1064666 INFUSION Design, Inc. 951.314.7931 markgoldsmith@charter.net PO,Box 2433, Blue Jay, CA 92317 PROTO II- WALL SYSTEMS SPECIAL DEPUTY INSPECTION FORM Direct Tension Indicator (DTI,'compressible washer) Method of Inspection . and/or Torque Method of Inspection Date of Deputy.Inspection: h As an accredited and certified Special Deputy Inspector of Proto II- Wall Systems, I Mark Goldsmith hereby witnessed and certified the torquing of the post -tension rods to 6000 lbs. via visual inspection of the DTI verifying collapse of the tabs (no light leaks between DTI tabs and bottom of 1/2" nut) OR by witnessing and certifying the torquing of the rods to 6000 lbs. (via a calibrated torque wrench set to 55 ft/lbs). A. Installer .rte �t C [1.0 ,) .P Builder/Owner Sil�aiart-,o wYt.�-ice r - B. Project information (name and tract): � -1,,� Jt: -Y -1 7 -L.-7 9 Sl n C-" \,.t )m L. 5 V 'j A 27 - LID C. Wall system description (block/product used and height): 6 D: Visual inspection of mortar integrity. Acceptable: YES NO E. Mortar,is solid'and continuous: E Length of wall �hx__ L.F. Rods@ 7 7� O.C. G. Rod spacing and location are correct per the PDS. for this project: H. Threads are lubricated and plates are bearing on 3 block surfaces: Wall Approved by Special Deputy Inspector: 11� YES NO iK ❑ YES NO . .YESNO T ❑ Yy,�