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05-0099 (SFD)lu 'i. BUILDING & SAFETY DEPARTMENT P.O. Box 1504 (760),777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153 BUILDING PERMIT Application Number . . . 05-00000099 __ Date 1/25/05 Property Address . . . . . . 78691 DEACON DR E APN: 770-230-009- - - .Application description . . . DWELLING'- SINGLE FAMILY DETACHED Property Zoning . . . . . . LOW DENSITY RESIDENTIAL Application valuation . . . . 327512 Owner Contractor --------------- --------------------------------- CLARK CLIVE A PIERCE CORPORATION, ANDREW D CA 9'2"253 PALM DESERT CA 92261 JAN 2 (760) 346-3228 2095 WCC: STATE FUND WC: 0460014314 06/01/05 CITY OF LA CE QUINTA DEPT. CSLB: 671203 05/31/05 FINAN CCC: B ------ Structure Information 3759 SQ. FT. SFD ----= Construction Type . . . . .. TYPE V - NON RATED Occupancy Type . . . . . . DWELLG/LODGING/LONG <=10 Flood Zone . . . . . . . . NON -AO FLOOD ZONE Other struct info . . . . . CODE EDITION 2001 CBC # BEDROOMS 4.00 FIRE SPRINKLERS NO GARAGE SQ FTG 653.00 PATIO.SQ FTG 826,;00 NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTAGE 3759.00 ------------------------------ ---------------------------------------------- Permit . . . . . . BUILDING.PERMIT Additional desc .Permit Fee . . . 1437.50 Plan Check Fee 934.38• Issue Data-'. Valuation . . . . 327512 Qty Unit Charge Per Extension. BASE. FEE 639.50. 228.00 3.5000 THOU BLDG 100,001-500,000 798.00 ---------------------------------------------- Permit . . . . . . ELEC-NEW ------------------------------- RESIDENTIAL Additional desc Permit Fee . . . . 174.63 Plan Check Fee 43.66 Issue Date . . . . -Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 3759.00 .0350 ELEC-NEW RES - 1 OR 2 FAMILY 131-.57 653.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 13.06 1.00 15.0000 EA ELEC TEMPORARY POWER POLE 15.00 P.O. Box 1504 • �`��� VOICE (760) 777-7012 78-495 CALLS TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 4INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: b -5-, `9Y'5' - I • • Date: 1,2-2.o,5 Applicant: Applicant's Mailing Address: Architect or Erigineer. Architect or Engineer's Address: Lic. No.: BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is ' full force and effect. // '^ License Class 1 �Li o._ Date Contractor OWNER43U1LDER'DECLARATION I hereby affirm under penalty of perjury thtf �.---Pt;�the Contractors' State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve. demolish, or repair any structure, prior to its issuance, also requires the applicant for the penult to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a pemrit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): U 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 and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). U 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contradors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). U 1 am exempt under Sec. , BA P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 1 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. —I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the -performance of the work for which this Perrot is issued. My rkers' compensation insurance carver not employ any person in any manner so as to become subject to the workers' compensation laws of California, and ag t, i I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions Date �� Applica� WARNING: FAILURE TO SECURE WORKE COMP SATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED TH AND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION. DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CO , INTEREST, AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name Lender's Address APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject lo the conditions and restrictions set forth on this 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 pernllt issued as a result of this application, the owner, and the applicant, each agrees to, and shall, defend, indemnity and hold harmless the City of Le Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 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 pertniL or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to on above mentioned property for inspection purposes. ,;Dater Signature (Applicant or Agent): L E Page 2 Application Number 05-00000099 Date 1/25/05 ---------------------------------------------------------------------------- Permit . . . . . . GRADING PERMIT Additional desc Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL Additional desc . . Permit Fee . . . . 108.00 Plan Check Fee 27.00 Issue Date Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 3.00 9.0000 EA MECH FURNACE <=100K 27.00 3.00 9.0000 EA MECH B/C <=3HP/100K BTU 27.00 5.00 6.5000 EA MECH VENT FAN 32.50 ,1.00 6.5000 EA MECH EXHAUST HOOD 6.50 ---------------------------------------------------------------------------- Permit . . . .. . . PLUMBING Additional desc Permit Fee . . . . 209.25 Plan Check Fee 52.31 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 22.00 6.0000 EA PLB FIXTURE 132.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 2.00 7.5000 EA PLB WATER HEATER/VENT 15.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 7.00 .7500 EA PLB GAS PIPE >=5 5.25 1.00 15.0000 EA PLB GAS METER 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 3759 sq.ft. sfd. THIS PERMIT DOES NOT INCLUDE POOL & SPA BLOCK WALLS OR DRIVEWAY APPROACH. 1/25/05 11`:09:0'8 AM jjohnson ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 318.78 DIF COMMUNITY CENTERS -RES 98.00 DIF CIVIC CENTER - RES 366.00 ENERGY REVIEW FEE 93.44 M ca Page 3 Application Number . . . . 05-00000099 Date 1/25/05 ---------------------------------------------------------------------------- Other Fees . . . . . . . DIF FIRE PROTECTION -RES 97.00 GRADING PLAN CHECK FEE .00 DIF LIBRARIES - RES 225.00 DIF PARK MAINT FAC - RES 5.00 DIF PARKS/REC - RES 502.00 STRONG MOTION (SMI) - RES 32.75 DIF STREET MAINT FAC -RES 15.00 DIF TRANSPORTATION - RES 1098.00 Fee summary Charged Permit Fee Total 1944.38 Plan Check Total 1057.35 Other Fee Total 2850.97 Grand Total 5852.7.0 Paid Credited Due ---------- ---------- ---------- .00 .00 1944.38 750.00 .00 307.35 .00 .00 2850.97 750.00 .00 5102.70 P.O. BOX 1504 APPLICATION ONLY Building(� 78-495 CALLE TAMPICO Address �� r 6� (/E'0.Cn ^ �(. ��� LA QUINTA, CALIFORNIA 92253 �'• Owner C 11ve C k ac K BUILDING: TYPE CONST. OCC. GRP. Contractor Project Description A,,\&Ce­ P erGe C O (T. Address ,(� ,44835 1V ae1 P C.a,-,,to,., Cit Zip Tel. ak" X60 -346 ,SZZl9 State Lic. City Sq. Ft. No.No. Dw. & Classif. Lic. # Size G Stories 0 NE Units O N� Arch., Engr., New Add ❑ Alter ❑ Repair ❑ Demolition ❑ Designer 14\%&tna.e\ Y.inQ<- AS Soc. A\A Address Tel. Ste %0--•%J'3-309 C' y Zip State 00.1 oe,"+ P4 qZ Z 6 o Lic. # Z 9 rs `l � LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION Estimated Valuation I hereby affirm that I am exempt from the Contractor's License Law for the following / reason: (Sec. 7031 .5, Business and Professions Code: Any ciry'or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also PERMIT AMOUNT requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis Plan Chk. Dep. for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). Plan Chk. Bal. 111, 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 and Profes- Const. sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided Mech. that such improvements are not intended or offered for sale. If, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of Electrical proving that he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct Plumbing the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does S.M.I. not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law) Grading ❑ 1 am exempt under Sec. B. & P.C. for this reason Driveway Enc. Date owner Infrastructure WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM TOTAL WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation REMARKS 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 Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT. If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. ZONE: B. Minimum Setback Distance (� ry( 005 CONSTRUCTION LENDING AGENCY Front S fro, ltef Llne I hereby affirm that there is a construction lending agency for the performance of the work Rear Set k from Rear Pr for which this permit is issued. (Sec. 3097, Civil Code.) G�A Q Lender's Name Side Stre t S rhe Lender's Address Lr� This is a building permit when properly filled out, signed and validated, and is subject to Side Setb ek from P ne expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. FINAL DATE INSPECTOR I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Issued by: Date Permit Signature of applicant Date Mailing Address Validated by: City, State, Zip Validation: WHITE = BUILDING DEPARTMENT YELLOW = APPLICANT PINK = FINANCE CERTIFICATE OF COMPLIANCE Desert Sands Unified School District oz ��o 47950 Dune Palms Road < BERMUDA DUNES r Q' RANCHO MIRAGE tJ Date 1/27/05 La Quinta, CA 92253 INDIANWELLS d PALM DESERT No. 26820 (760) 771-8515 LA INDIQUO �y �QO y� Owner Clive Clark APN # 770-230-009 Address 78691 Deacon Drive East 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. Unit 1 78691 Deacon Drive East 3759 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments Lot # No. Street S.F. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/Walkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, 'eating or sanitation) or replacement mobile ho mes. It has been determined 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 $2.24 X 31759 S.F. or $8,420.16 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-Palm Desert Nat'l. Bank, Jody Jones Check No. 090564 Name on the check Telephone Funding Residential By Dr. Doris Wilson Superintendent f Fee collected /exeq pted by Patri a Barbuzza Payment Recd o.00 $8,420.16 Over/Under Signature: NOTICE: Pursuant to Government Code Section 66$20(d)(1), this Will serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the Districts) or to another public entity authorized to collect them on the Districtfs) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original -Building Departmerit/Applicant Copy - Applicant/Receipt Copy - Accounting VE CLARK :American Title Company RECORDING I> RrZ1.tFtTr,:T) n'V First American Title Ins. Co. AND WHEN REC 01WED MAIL TO: Clive A. Clark 55-531 Oak Hill La Quinta, CA 92253 A.P.No.: 769-162-002 TRA #: FAX NO. : 760 771 0400 Sep. 27 2004 06:48AM P2 ' 107172 PAI�a- Sp 016 Order No: 212428$ RECEIVED FOR RECORD AT 8:00AM MAR 16 1M CO N an OOU* i` Above This Line for Recorder's Use only U Escrow No: P1755 THE UNDMIGNED GRANTOR(b) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNII'Y $197.00 [ ] wutputed on full value of pr rty conveyed, or I [[ ]j computed on full value less value of liens or encumbrances remaining at time of sile, � unincorporated area, f >L.i City of La OWnta _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, 0 George R. Peterson Jr. and Sandra Peterson, husband and wife as Community Property 00 hereby GRANTS) to Clive A. Clark, a single man the following described property in the City of La Quinta, County of RIVERSME State of California; Lot 19 of 1 Tact No. 28470-1, as shown by Map on (Be in book 263, pages 76 through 90 of Maps, Records of Riverside County, California. rge R. Peterson, Jr. Sandra Peterson Ducun=t Date: EpIM a 17. 1977 S'T'ATE OF CALIFORNIA )SS COUNTY OF RiVERSIDR ) March .15:, 1999, before me, Mona Tisa Ruiz, A Notary Public pc,mj lly appeamd Caorg4 R'_. Peterson., Jr- and Sandra Peterson .. {� rbv eo ung oLthe pasts. of sai�sfbcmry evi .e=) to be the penon(s) whose name(, 7(1 subscribed to the within uTstrument and acknowledged to me that A Acahev.exemted the saine in�§/tjFr4dwiLmthorized capacitydul and that byAtgPjigr/thcir signaturcis) on the instrument the perwrq,S�or the entity upon behalf of which the pcmon(�cted, executed the iasttumenL WITNESS my hand and official MONA LISA RUIZ Commission # 1179003 Notcay Public - CafifdrJa � >r. - Rlvetslae County '` = 'Av Comm. 6tpires Met30, 2002 Mail Tax Statements to: SAME AS ABOVE r . M RECD S E P 13 2005 1 CONCORDE CONSULTING GROUP, INC. ENGINEEERING & CONSTRUCTION MANAGEMENT 3505 CAMINO DEL RIO SOUTH, # 350 SAN DIEGO, CA 92108 PH: (619) 516-3.377 FAX: (619) 516-3388 MEMORANDUM/FAX COVER SHEET TO: FROM: JODY JONES;/BILLLBBURGESSSS/J ES SE KRIPA DIBONAVENTURA/GARY LOHMAN COMPANY: DATE: ANDREW PIERCE CORP 09/06/05 FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: 1 PHONE NUMBER: RE: LOT 19 — TR.ADITIONS - CLARK SENDER'S REFERENCE NUMBER: YOUR REFERENCE NUMBER: X URGENT X FOR REVIEW X PLEASE COMMENT . X PLEASE REPLY ❑ PLEASE RECYCLE notes/Comments FOLLOWING IS A SUMMARY OF SITE OBSERVATION AT SITE ON 9/6/05: 1. THE THREE TRUSSES ABOVE THE FIRE PLACE ARE SUPPORTED BY THE GIRDER TRUSS AT ONE END AND BY THE END WALL ON THE WEST SIDE. FP WALL IS NON BEARING. TRUSS OK AS LAID OUT. 2. AT THE MASTER BATH ROOM, TRUSS CONFIGURATION HAS BEEN REVISED FROM THAT SHOWN ON THE PERMITTED DRAWINGS. THIS REVISION HAS AFFECTED THE SHEAR TRANSFER CONDITIONS. FOLLOWING MUST BE DONE TO CORRECT THE SITUATION: • THERE IS NO WEB MEMBER AT THE WALL SUPPORT LINE ON THE EAST SIDE. EXISTING TRUSSES TO BE PLYWOODED ON BOTH SIDES WITH 5/8" PLY AND 10D @ 8" ON CENTER STAGGERED AT TOP CHORD, BOTTOM CHORD AND ALL WEB MEMBERS. A WEB 2X SHALL BE ADDED AT SUPPORT. TRUSSES SHALL BE BLOCKED AND EDGE NAILED TO FACILITATE TRANSFER • AT THE WEST SIDE, TRUSSES SHALL BE BLOCKED AND EDGE NAILED TO FACILITATE SHEAR TRANSFER. pir 3. THE HIP TRUSS AT THE SOUTH WEST CORNER SHALL BE FIXED. EXISTING TRUSS TO BE PLYWOODED ON BOTH SIDES WITH 5/8" PLY AND 10D @ 6" ON CENTER STAGGERED AT TOP CHORD, BOTTOM CHORD AND ALL WEB MEMBERS. 4. SEVERAL HOLD-DOWNS HAVE BEEN MISSED ON THE INTERIOR WALLS. USE OF HTT22 WITH 5/8" DIA ALL THREADED BARS AND 14" EMBEDMENT WITH SIMPSON ET OR EQUAL EPDXY GROUT IS ACCEPTABLE. SPECIAL INSPECTION IS REQUIRED. 5. THE FIX OF THE POST, TS COLUMN AND THE GIRDER TRUSS SHALL BE COMPLETED PER SKETCH SUBMITTED EARLIER AND AS CLARIFIED IN THE FIELD PLEASE CALL IF YOU HAVE ANY QUESTIONS KRIPANARAYANAN 2 V CONCORDE CONSULTING GROUP, INC. ENGINEEERING & CONSTRUCTION MANAGEMENT 3505 CAMINO DEL RIO SOUTH, # 350 SAN DIEGO, CA 92108 PH: (619) 516-3377 FAX: (619)- 516-3388 MEMORANDUM/FAX COVER SHEET TO: FROM: JODY JONES/BILL BURGESS/JESSE KRIPA DIBONAVENTURA/GARY LOHMAN COMPANY: DATE: ANDREW PIERCE CORP 09/06/05 FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: 1 PHONE NUMBER: RE: LOT 19 — TRADITIONS - CLARK SENDER'S REFERENCE NUMBER: YOUR REFERENCE NUMBER: X URGENT X FOR REVIEW X PLEASE COMMENT X PLEASE REPLY ❑ PLEASE RECYCLE notes/Corrnnents FOLLOWING IS A SUMMARY OF SITE OBSERVATION AT SITE ON 9/6/05: 1. THE THREE TRUSSES ABOVE THE FIRE PLACE ARE SUPPORTED BY THE GIRDER TRUSS AT ONE END AND BY THE END WALL ON THE WEST SIDE. FP WALL IS NON BEARING. TRUSS OK AS LAID OUT. 2. AT THE MASTER BATH ROOM, TRUSS CONFIGURATION HAS BEEN REVISED FROM THAT SHOWN ON THE PERMITTED DRAWINGS. THIS REVISION HAS AFFECTED THE SHEAR TRANSFER CONDITIONS. FOLLOWING MUST BE DONE TO CORRECT THE SITUATION: • THERE IS NO WEB MEMBER AT THE WALL SUPPORT LINE ON THE EAST SIDE. EXISTING TRUSSES TO BE PLYWOODED ON BOTH SIDES WITH 5/8" PLY AND 10D @ 8" ON CENTER STAGGERED AT TOP CHORD, BOTTOM CHORD AND ALL WEB MEMBERS. A WEB 2X SHALL BE ADDED AT SUPPORT. TRUSSES SHALL BE BLOCKED AND EDGE NAILED TO FACILITATE TRANSFER • AT THE WEST SIDE, TRUSSES SHALL BE BLOCKED AND EDGE NAILED TO FACILITATE SHEAR TRANSFER. �l 3. THE HIP TRUSS AT THE SOUTH WEST CORNER SHALL BE FIXED. EXISTING TRUSS TO BE PLYWOODED ON BOTH SIDES WITH 5/8" PLY AND 10D @ G" ON CENTER STAGGERED AT TOP CHORD, BOTTOM CHORD AND ALL WEB MEMBERS. 4. SEVERAL HOLD-DOWNS HAVE BEEN MISSED ON THE INTERIOR WALLS. USE OF HTT22 WITH 5/8" DIA ALL THREADED BARS AND 14" EMBEDMENT WITH SIMPSON ET OR EQUAL EPDXY GROUT IS ACCEPTABLE. SPECIAL INSPECTION IS REQUIRED. 5. THE FIX OF THE POST, TS COLUMN AND THE GIRDER TRUSS SHALL BE COMPLETED PER SKETCH SUBMITTED EARLIER AND AS CLARIFIED IN THE FIELD PLEASE CALL IF YOU HAVE ANY QUESTIONS KRIPANARAYANAN 2 Concorde -Cons-aiting ..Groin, Inc. 4_511 E Sunny Dunes Rd., Ste. E. Palm Springs, CA 92264 (760)322-8526 Fax: (760 41„� 6 L43 Construction Management - Project Management - Engineering - Development CHANGE ORDER CONTRACT Date 21' VS - 6S— t ( 7 - (ct Name Change Order #_ Z Project Number '©S7- 061 Project Name �lct f k � � Estimated Time To Complete 2 &S- 664 CIS Change Amount $ ZoD Change order Scope: Ge..s an a► nen Accepted By Concorde Consulting.Group, Inc. 09/1.3/06 TUE 05:11. FAX 760 41.6 1893 PALM SPRINGS DESIGN GRP LA 002 9-12-03; 2:S9PM:ANDREW/PiEICE ;1760 868 6265 4Y A- 2 ml Constnwti0T1 Mmagmnent - MY 19, 2005 Gray Lob oaa Andrew Pierce Corp. 44.835 Deep Canyan Rd. Pain Dan% CA 92260 Attn: Jody 3oacs RE Invoice 44-265/05-469 CaarkReside=a Chenge E' gimeilng - Devclop l mt Stivmml Einem ing Services CW[eWations cm oorattvctiem Lqm= and nem-stmet Et==t 31,200.00 Raj Narayaamn Vi= President Please pat k"' ice n=ba ala check amd make tho check payable to: Concorde ConmIting Group, Inc. Consulting fatness 4511 E_ SmmV Dunes 14., Ste, E Palin Springs, CA 92264 09/13/05 TGE 05,10 FAX 760 4J.B 1893 g -i2 -us; 2:S9PMGANDREW/P!ERCE 4644 Daae C+! pvO fted POW DoWt CA AZM PhwM 7804#163= F= 70""OS lfit7-� 1 40 PALM SPRINGS .UESiUN uKr w� Vii ;1760 346 ®263 IW concm de ComsWbng RAJ rims sue Pier FWG 618.180 Y Phnom IM --,Lot 19 - Traditions CO Q For no Wien C3 Please Reply © FkMW looya s Please inichi de a chane or fix in writing prior cur office regarding bmroice # 04-265 Sir Lot 19 at the Tkadidms. Thank ymL I N TPBnCT 0 N S JCM Inspections. 39725 Garand Lane Suite F- Palm Desert, CA 92211 Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS EPDXY INSPECTION REPORT Date:�o_ Project Name: Project No: Project Address: a n ill _� - I O City:L4 tl A ` IBC Title 24 Other: Client: Sub -Contractor: in A a �a General Contractor: A . Architect: Structural Engineer: ' i a f� SCAkN Anchor Bolts ❑ Rebar Epoxy Type: �� n.(SQr-, S�kt 0A„ T10 Epoxy Shelf Life: 7Mu(IQ. _ g Hole Cleaning Method(s):Q� n A Weather: Unresol edtems: None E] See Below Description of Work Inspected: �� e �A a ` Q-. r J� a. Q_ — .e b a` O V1 S i p dC W Ira 3 Work complies with written approval from Structural Engineer and ICBO Evaluation Report # A I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability 1 have found this work to comply with the approved plans, specifications _applicable building laws. Final report issued at project completion. . Inspector: JackICC CertifiMcM0842216-49 a Contractor's Representative:Millin Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page 4— of le CONCORDE CONSULTING GROUP, INC. ENGINEERING & CO.NSTRUCTION MANAGEMENT 3505 CAMINO DEL IMO SOUT11, # 350 SALT DIEGO, GA 92108 PTI'; (619) 516-3377 FAX: (6.19) 516-3386 MEMORANDUM./FAX COVER SHEET TCI: FROM COh:PANY: DATE: FAX NUMML 7(& 45 TOTAL NO. OF RAGES INCLUDING COVER: r Ia oNr N U MHBR: 53N DUILIS ItF_f•.F,TtTrN GT; N J I�fDER ROUT. Rirfr.RtNr; T LOT ' 9 1 Piot^111'11 0 Airs fi'(Jlt.`GEZrTX'FOR REVIEW X PLEASE: COMMENT ' X ?LSAS£ REPLY ❑ PLLASE RECYCLE r not^.s/Commeon: Isis 140 IT c®tdPi*.M '144 AT 't0C ra 1 j% I) r. ^t Rus.a PftCcvaA'16+rB��c cs)���� �� �o414 k 11 0,<4"m Q- • Shear (in)TL Defl 66) Concorde Consulting Group, Inc _ 3505 Camino Dal Rio South, # 350, San Diego, CA 92108 Lot 19,71'raditions Roaf Support at Elect Panel Prepared by: KMK Date: 10/25/05 BearnChek 2.2 C'hgiCp j 2x1O DF -L #2 — BASE Fb = 875 ADJ Fb =! 1203 Cnndifions '91 r4us Oi. Min Bearing Area R1 1.7 int R2= 1.7 In' DL Defl-:0.01 In. 13aarn Span _ 2.75 ft Reaction 1 1078 # Reaction 1 LL 529 #, Beam Wt per ft 3.37 # Reaction 2 10784 Reaction 2 LL 529 # Beam Weight 9 # Maximum V 10784 Max Moment 1428'# Max V (Reduced) 1034# TL Max Deft L / 240 TL Actual Deft L. I >1000 LL Max Defl t_ 1360 LL Actual Deft L / >1000 A ut s Actual Critical Status Ratio V Adjustments _§_action (Ln!) Shear (in)TL Defl 66) LL Defl 21.39 13.88 0.01 <0.01 14.25 13.08 0.14 0.09 Oi. OK OK OK 67% 94% 90A 7% BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL; 53 =A Uniform LL_ 21 Point LL _ Point TL Distance - 1000 8 = 2000 1.33 r� Uniform Load A _ Pt loads: —� C78L R2 = 1078 SPAN = 2..75 FT t-Worrn and partlal uniform loads are lbs per lineal ft. .Fb (psi) Fv (psi) E (psi x mil) Fol (psl) Base Values 875 95 1.6 625 Base Adjusted 1203 �`---119 1.6 625 CF Size Factor 1.100 " Cd Duration 1.25 1.25 Cr Repetitive Ch Shear Stress Cm Wet Use BeamChek has automatically added the beam self -weight into the calculations. Loads Uniform TL; 53 =A Uniform LL_ 21 Point LL _ Point TL Distance - 1000 8 = 2000 1.33 r� Uniform Load A _ Pt loads: —� C78L R2 = 1078 SPAN = 2..75 FT t-Worrn and partlal uniform loads are lbs per lineal ft. at=MC= CONCORDE CONSULTING GROUP, INC. n„lam ENGINEEERING & CONSTRUCTION MANAGEMENT 3503 CAMINO DEI. RIO SOUTH, # 3SO SAN DIEGO, CA 92108 bbgl typo PH: (619) 516-3377 FAX: (619) S16-3388 'I �l/ �'�°" MEEMORANDUWFAX COVER SHEBT TO: FROM: $1L'� U Rei CSS IUUPA 3 1m%lotY COMPANY: DATV: Fl-eIa a6 — _ 08%29V055 VAX Vbtw STU A TO *AL NO. OR PAC 5S INCLCOTNO Covalk: 11iONr,NUW-k: sST:DR,;5RSvpnt34CENL.MTi n: _— ---YOUR Ritrp.RENCE t lj"Ea: FX; LOT 0 1 q7,ts, �oR�- S1-rg o 8 x a+a+r�'tTc .•� g�'3 aj X UpGrIN'r XFO.R RpvW'W X PLEASE COMURNT X PI -CAM REMY 0 PLLASE RYMYCLS aoees/Conamwrs �~jis1S NoS�c 1S TO corar►Rq-1 'NloJT wle 11PbVfC Y OGsta 'itr3� M�►�)aec, race Tid6: isXi. W'ALt- S�oC}�16H/.as lri C,®N. c4qAar%otr16jAcv W1114 COO S'Taut.7t6rj-40Coc-1%04-r$ ss r+9 's�Gs94r+ >r17swT i of 1 0 : v Y 1760 S46 626:3 CONCORDE CONSULTING GROUP, INC. ENGINEEERING & CONSTRUCTION MANAGEMENT 3505 CAMINO -DEL RIO SOUTH, # 350 SAN (DIEGO, CA 921,08 PH: (619) 516-3377 PAX: (619) 516.3388 MEMO RANDUMjFAX COVER SHEET TO: PROM: JODY jOTdFijBIT.LBURGESS/JESSE KRIR.A, DIBONTAWN. "TURA/GARY ,LOHMAN COMPANY, DATEi ANDRE-W PIERCE COR.r,- 09/06%05 rAk NUM$1' TOTAL Nn. Of 7x4(:1:5 INC.LUDJNG CC>VF.R: PMONTs NU:N .R• 58�1D^n'S RL•'L+�dRIiNCE I3UA7DER' -7&01. bc� _)4 S aq -z� YOURREFFRF,NCE NUNmnR, RE: LOT 19 — TRADITIONS - MARK X URCIEIN, r X F( -)R REVIJ3IX% X P tASF CODSivJJ:NT X PIXASE KliPLY D PLGASE RrCYr..Ia: reores/Comments FOLLOWING IS A SUMMARY OF SITE, OBSERVATION AT SITE ON 9/6/05: � t 1. THE THRRf31 (TRUSSES .A13OVE THE'F1RE'PI x -c j"RE SUPPORTED BY 'ITE GLRDER TRUSS AT CINE -END AND BY-TH.F`END-WALT: ON THE WEST SIDE. FP WALL IS NON BEARING. TRUSS OI< AS LAID_ 011T. 2. AT THE, MASTER BATH ROOM, TRUSS000NFIGUFATION I-LSS BEEN REVISFD FROM THAT SH(TWN ON -THE -PERMITTED -DRAWINGS. THIS (REVISION I4AS AFFECTED THE SHEAR TERANSFER CONDITIONS, FOLLOWING MUST BE DONE TO COIRRECT THE SITUATION: 16 • THERE IS NO WTB Mr-M&ER AT THE WALL SUPPORT LINE ON Tr CE. FAST SIDE. EXISTING TRUSSES TO BE PLYWOODED ON BOTF-I SIDES WITH 5,18" PLY AND 101) C 8" ON CENTER STAGGERED AT TOP CHORD, I3OTrOM Cf4C)= AND ALT✓ ):M2B MEMBERS. A WEB 2X SHALL BE ADDED AT SUPPORT. TRUSSES SHALL BE BLOCKED AND ]EDGE NAILED TO FACTLITA.TF 'TPLINSFF.R • AT THE lXlEZT SIDE, TRUSSES SHALL BE BLOCKE.1) AND .EJ)G..E NAILED TO FACMITA'IE SHEAR TRANSFER. 4t 1 / 1 :;. i� 3. TT -1E HIF TRUSS AT THE SOUTH WEST CORNER ST11.-L, BE FRED. F.,:xUSTING TRUSS TO BE PLi7!OODED ON BOTH SIDES WITH 5/8" PLY AND .10D aJ 6" ON CENTER STAGGERED A T' TOP CHORD, BOTTOM CHORD AND AJ—L W�B 141✓MBERS. 4. SEVE&AL HOLD-DOWNS HAVE BEEN ,NUSSED ON THE TNTERIOR'W&T-LS. USE OF HTT22 WITH 5/8" DIA ALL 'THREADED BAFS AND 1.4" EMBE-OMENT WITH SIK SON F,T OR F_QUAL EPOS -Y GROUT IS ACCEPTABI:E. SPECL&L INSPF_CTION TS REQUIRED? 5. TI4E .FLX OF THE POST, TS COLUMN AND THE GIRDER TRUSS SHALL BE C0N,fPI,1 TF?: PLR SKETCH. SUBTMI=D EARLIER AND AS CLARIFIED IN THF„ FTELD PLEASE Ca I1- I.F YOU TLWEI ANY QUESTIONS YJUPAN AT AYANAN