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Trilogy TR 30023 (Products 1-3) 2007 Code Updatei i Bin # City of La Quin'ta., x Building*8t Safety Division P.O., Box 1504,,78-495 Calle Tampico La Quinta, CA 92253 - _(760) 777-7012 Building Permit Application"and3racking Sheet" d Permit"# Project Address'" Owner's Name: 6 � S I- 45S A. P. Number: ' " �C 1JY 3 Address: Legal Description: ". " , t Contractor:•" City, ST, Zip:IL l �- Telephone: Address:" • Vo(]A • (�, C 0. Project Description: Y City,'ST,Zip: ii Ll--fXA,` Telephoner Z ��, S i Vl ""�. State Lic. # : City. Lic. #: Arch.,, Engr., Designer:�U O. Ril 1. 'Address: 'City, ST Zip; Telephone: State Lic. #: r Name of Contact Person:LDb Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair ` Demo Sq.'Ft.:" # Stories: # .Units: Telephone # of Contact Person: Estimated Value of Project: . APPLICANT: DO NOT WRITE BELOW THIS LINE #" Submittal - Req'd Rec'd. TRACKING" PERMIT FEES'. Plan Sets " Plan Check submitted i Q '�� -Item- Amount Structural Cates. Reviewed, ready for corrections 2 �a Plan Check Deposit G Truss Calcs.. Called Contact Person Plan Check Balance ' ra Energy Calcs. Plans picked up Construction ° Flood plain plan. Plans resubmitted Mechanical Grading plan' 2°" Review, ready for orr ti ssue 1 " Electrical• r Subcontactor List Called Contact'Person Plumbing Grant Deed Plans picked'uP 1 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.LP.P. Pub: Wks. Appr Date of permit issue School Fees F Total Permit Fees a " s ' t r Letter of Transmittal To: City, of La Ouinta �T�% Today's Date: 78-495 Calle Tampico City Due,Date 7-3 La Quinta, Ca 92253 Project Address: 2 Attn: Plan Check #: Submittal: ❑ 19t ❑ 4th ❑ 2nd ❑ 5th 3`d ❑ Other: /1'—. We are forwarding: By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your. Pickup Includes: # Of Descriptions: Includes: # Of Descriptions: Copies: Copies: Copies: El Plans_ 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 ❑ Approved Soils Report _ Redlined Soils Reports ❑ Other: Comments: 0 Thank you! This .Material -Sent for: t ❑ Your Files Per Your Request 1 ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ By: CHO Palm Desert Office: ❑ # (760) 360-5770 Washington Office: ❑ # (760) 404-9556 - Mr. Kyle Tibbitts Shea Homes - La Quinta 60-800 Desert Rose Dr La Quinta, CA 92253 Regarding: 4948 Trilogy at La Quinta Subject: _ Structural. Truss Shop Drawing Review Dear Mr. Tibbitts, Accornp'anying this letter, we are returning (2) sets of shop drawings bearing the same imprint as ' at the base of this letter. . The' drawings were reviewed for general conformance with design concept of the project as indicated by the structural documents prepared by our office.. We have not reviewed quantities or dimensions. We have not reviewed fabrication processes_, techniques of construction, or coordination of the work with that of any other trade. We have not reviewed the manner in which the work would be performed or if it may be performed in a safe and satisfactory manner. -Should.we have made any comments or corrections on the drawings, these comments or corrections do -not relieve the contractor from compliance with the structural documents. 1n as,. much as we have reviewed the drawings only for general conformance with -the design concept, unless deviations from the design intent have been clearly indicated as such, we may not have made note of them .and the contractor is not relieved from compliance with the structural documents. Our review of these drawings is not an indication of their preparation.under our` . supervision. These shop drawings are being returned with no objection taken to their use. If you have any questions,,please contact our office. ss®cl R.IES. Very truly yours, BORM ASSOCIATES, INC. Structural Shop Urawinys �,�� ri�tforintonnation Brandon Winter Reter to letter bearing this imp Project Engineer BW:I/4948 651909 Truss Review REFERENCE Distribution: (1) Addressee via overnight ( . (1) File 4948 9 4- 8. a . Encl.: (2) "Roof Truss Shop Drawings," dated 5/14/2009 ACCEPTABLE FOR CONSTRUCTION JUN 0 a 2009 Earth Systems Southwest 79-811 B Country Club Drive Bermuda Dunes, CA 92203 (760)345-1588. (800) 924-7015 FAX (760) 345-7315 March 19, 2008 File No.: 07711-28 Doc; No.: 08-03-751 " Shea La Quinta, LLC 60-311 Trilogy Parkway La Quinta, California 92253 - Attention: Mr. Kyle Tibbitts • Project: Trilogy, Tract 30023-6 La Quinta, California Subject: Plan Review of Product 1, 2, and 3 Reference: 1. Earth Systems Southwest, Liquefaction Evaluation, Report and Supplemental Recommendations, Tract 30023-06; Trilogy, Northwest. Corner of Avenue 62 and Monroe Street, .La Quinta, California,' File No.: 0771.1-26, dated' _ December 14, 2007. 2. Suncoast, Post Tension Foundation Calculations for: -Product 1, 2, and 3, Shea Homes, Trilogy @ La Quinta, California (Three Sets Total), each Six pages. with Cover Sheet and Post -Tension - Loading' Calculations Sheet, Undated. 3. Bassenian/Lagoni, Project Plans for Product 1, Trilogy at La Quinta; Shea Homes, Active Adult Division, 81-260 Avenue 62, La Quinta; California, 165 Sheets, Job No. 147-00214, last revision dated February 25, 2008.. 4. Bassenian/Lagoni, Project Plans for Product 2, Trilogy at La Quinta, Shea Homes, Active Adult Division, 81-260 Avenue 62, La Quinta, California, 105 r Sheets, Job No. 147-00215, last revision dated February 25, 2008. 5. Bassenian/Lagoni, Project Plans for Product 3, Trilogy .at La Quinta, Shea Homes, Active Adult Division, 81-260 Avenue 62, La Quinta, California, 79 . Sheets, Job No. 147-00216, last revision dated February 25, 2008. a ' As requested, this letter has been prepared for your use with regards to our review of the project ' plans that include: General Notes, Energy Compliance, Electrical, Architectural for the various floor plans, Structural Notes and Details, Post -Tension Foundation, Mechanical, and•Plumbing as they relate to the geotechnical recommendations previously submitted. Based on our review it is our opinion that the referenced plans are in compliance with the geotechnical recommendations :provided by ESSW. r. March 19, 2008 -2- File No.: 67711-28 Doc. No.: 08-03-751 . Closing Except 8 modified in this report, it is our opinion that the referenced documents are applicable to the proposed development. We make no representation as to the accuracy of the dimensions;. measurements, calculations; or any portion of the design. This report is issued with the understanding that the owner, or the owner's representative, has the responsibility to bring the information and recommendations contained herein to the attention of the architect and engineers for the project so that they are incorporated into the plans and specifications for the .project. The owner, or the owner's representative, also has the responsibility to take the necessary steps to see that the general contractor and all subcontractors follow such recommendations. It is further understood that the owner or the owner's representative is responsible for submittal of this report to the appropriate governing agencies. Earth Systems Southwest (ESSW) has striven to provide our services in accordance with generally accepted geotechnical engineering practices in this locality at this time. No warranty or. guarantee is express or implied. This report was prepared for the exclusive use of the Client and the Client's authorized agents. This report is based on the assumption that an adequate program of client consultation, construction monitoring, and testing will be performed during the final design and construction phases to check compliance with these recommendations. Maintaining ESSW as the ' geotechnical consultant from beginning to end of the project will provide continuity of services. The geotechnical engineering firm providing tests and observations shall assume the responsibility of Geotechnical Engineer of Record. If you have any questions regarding this letter, please do not hesitate to contact this office Respectfully submitted EARTH SYSTE1ki ST w CE 38234 rn Craig S. HillA• 03/31/Oq CE 38234s� OFc�,uc�� Letter/csh/dac Distribution: 4/Shea La Quinta, LLC 1 /RC File 2/BD File EARTH SYSTEMS SOUTHWEST April 21, 2008 Mr. Kyle Tibbitts Shea Homes - La Quinta 60-800 Desert Rose Dr La Quinta, CA 92253 Regarding: 4948 Trilogy at La Quinta Product 1 Subject: Structural Post -Tensioned Foundation Drawing Review Dear Mr. Tibbitts, Accompanying this letter, we are returning (3) sets of shop drawings bearing the same imprint as at the base of this letter. The drawings were reviewed for general conformance with design concept of the project as indicated by the structural documents prepared by our office. We have not reviewed quantities or dimensions. We have not reviewed fabrication processes, techniques of construction, or coordination of the work with that of any other trade. We have not reviewed the manner in which the work would be performed or if it may be performed in a safe and satisfactory manner. Should we have made any comments or corrections on the drawings, these comments or corrections do not relieve the contractor from compliance with the structural documents. In as much as we have reviewed the drawings only for general conformance with the design concept, unless deviations from the design intent have been clearly indicated as such, we may not have made note of them and the contractor is not relieved from compliance with the structural documents. Our review of these drawings is not an indication of their preparation under our supervision. These shop drawings are being returned with no objection taken to their use. If you have any questions, please contact our office. Very truly yours, BORM ASSOCIATES, INC. Brandon Winter Project Engineer BWAMM 042108 PT Review Distribution: (3) Addressee via pick up (1) File 4948 Encl.: (3) Post -tensioned foundation drawings imprint RORM ASSOCIATES, INC. APR 212008 Structural Shop Drawings Refer to letter bearing this imprint for information REFERENCE # 4948 -22 ACCEPTABLE FOR CONSTRUCTION i April 21, 2008 Mr. Kyle Tibbitts Shea Homes - La Quinta 60-800 Desert Rose Dr La Quinta, CA 92253 Regarding: 4949 Trilogy at La Quinta Product 2 Subject: Structural Post -Tensioned Foundation Drawing Review Dear Mr. Tibbitts, APR 2,2 2008 Accompanying this letter, we are returning (3) sets of shop drawings bearing the same imprint as at the base of this letter. The drawings were reviewed for general conformance with design concept of the project as indicated by the structural documents prepared by our office. We have not reviewed quantities or dimensions. We have not reviewed fabrication processes, techniques of construction, or coordination of the work with that of any other trade. We have not reviewed the manner in which the work would be performed or if it may be performed in a safe and satisfactory manner. Should we have made any comments or corrections on the drawings, these comments or corrections do not relieve the contractor from compliance with the structural documents. In as much as we have reviewed the drawings only for general conformance with the design concept, unless deviations from the design intent have been clearly indicated as such, we may not have made note of them and the contractor is not relieved from compliance with the structural documents. Our review of these drawings is not an indication of their preparation under our supervision. These shop drawings are being returned with no objection taken to their use. If you have any questions, please contact our office. Very truly yours, BORM ASSOCIATES, INC. Brandon Winter Project Engineer BW:I/4949 042108 PT Review Distribution: (3) Addressee via pick up (1) File 4949 Encl.: (3) Post -tensioned foundation drawings imprint BORM ASSOCIATES, INC. APR 2 12008 Structural Sliop Drawings Refer to letter hearing this imprint for iilf ormatioo REFERENCE * 4949 -22 ACCEPTABLE FOR CONSTRUCTION April 21, 2008 Mr. Kyle Tibbitts Shea Homes - La Quinta 60-800 Desert Rose Dr La Quinta, CA 92253 Regarding: 4950 Trilogy at La Quinta Product 3 Subject: Structural Post -Tensioned Foundation Drawing Review Dear Mr. Tibbitts, Accompanying this letter, we are returning (3) sets of shop drawings bearing the same imprint as at the base of this letter. The drawings were reviewed for general conformance with design concept of the project as indicated by the structural documents prepared by our office. We have not reviewed quantities or dimensions. We have not reviewed fabrication processes, techniques of construction, or coordination of the work with that of any other trade. We have not reviewed the manner in which the work would be performed or if it may be performed in a safe and satisfactory manner. Should we have made any comments or corrections on the drawings, these comments or corrections do not relieve the contractor from compliance with the structural documents. In as much as we have reviewed the drawings only for general conformance with the design concept, unless deviations from the design intent have been clearly indicated as such, we may not have made note of them and the contractor is not relieved from compliance with the structural documents. Our review of these drawings is not an indication of their preparation under our supervision. These shop drawings are being returned with no objection taken to their use. If you have any questions, please contact our office. Very truly yours, BORM ASSOCIATES, INC. Brandon Winter Project Engineer BW:I/4950 042108 PT Review Distribution: (3) Addressee via pick up (1) File 4950 Encl.: (3) Post -tensioned foundation drawings BOHM ASSOMATES, INC. APR 212008 Structural Shop Drawings Refer to letter hearing this imprint for information REFERENCE # 4950 -15 ACCEPTABLE FOR CONSTRUCTION