Loading...
07-0825 (CSCS)P.O. BOX 1504 4 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 07-00000825 Owner: Property Address: 79715 HIGHWAY 111 KOMAR INV APN: 600-020-035- - - 23 CORPORATE PLZ STE 247 Application description: NEW COMML - STORES & CUSTOMER SERVICE NEWPORT BEACH, CA 92660 Property Zoning: COMMERCIAL PARK Application valuation: 487830 Contractor: Applicant: Architect.or Engineer: BERGMAN COMPANIES, THE 4300 EDISON AVENUE �T'�-r � CHINO, CA 91710 (909)627-3651 LiC. No.: 436418 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profess, 0 ais Code, and my License is in full force and effect. License Class: B C9 ZseNo.: 436418 Date� r1 : 'yL5ontractor: ��'��a&Z Cd O1W"NER-BUILDE DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's 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 permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's 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 permit subjects the applicant to a civil penalty of not more than five hundred dollars 155001.: , (_) 1, 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 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.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (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 contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). - ( 1 I am exempt under Sec. , BAP.C. for this reason Date Owner: 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: LQPE%NIIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 9/12/07 ---------------------------------------------- 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. 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 permit is issued. My workers' compensation insurance carrier and policy number are: Carrier AMERICAN INTL Policy Number WC5312540 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 be ome subject to the workers' compensation laws of California, and agree that, if I should becom subject to the workers' compensation provisions of Section �1 3700 of the Labor de, hall 'th co ' h those provisions. �e�, /bate9' 'Q �pplican -1k� C WARNING: FAILURE TO SECURE WORKERS' COMP SATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES ASID CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($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. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to 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 permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City, of La 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 permit, 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 infoplilaNn is correct. I agree to comply with all city and county ordinances and state laws relatingAtobuildi�n�gp�nsvuon,,nd hereby authorize representatives of this count''y99to enter upon the above-mentioned oses. eDate: t OL-� ignature (Applicant or Ager,V4 C46 Application Number . . . . . 07-00000825 ------ Structure Information 10693 SF SHELL BLDG H ----- Other struct info . . . . . CODE EDITION O1BMP04E05EN FIRE SPRINKLERS MIXED-USE OCCUPANCY SHELL OCCUPANT LOAD .00 PATIO SQ FTG 1441.00 1ST FLOOR SQUARE FOOTAGE 10693.00 ---------------------------------------------------------------------------- 2ND FLOOR SQUARE FOOTAGE .00 Permit . . . BUILDING PERMIT Additional desc SHELL BLDG "H" Permit Fee 1997.50 Plan Check Fee 1298.38 Issue Date . . . . Valuation 487830 Expiration Date 3/10/08 Qty Unit Charge Per Extension BASE FEE 639.50 388.00 3.5000 ----------------------------------------------------•------------------------ THOU BLDG 100,001-500,000 1358.00 Permit . . . ELEC-NEW COMMERCIAL Additional desc . Permit Fee 257.68 Plan Check Fee 64.42 Issue Date Valuation . . . . 0 -Expiration Date 3/10/08 Qty Unit Charge Per Extension BASE FEE 15.00 12134.00 .0200 ---------------------------------------------------------------------------- ELEC GARAGE OR NON-RESIDENTIAL 242.68 Permit . . . MECHANICAL Additional.desc . Permit Fee 168.50 Plan Check Fee 42.13 Issue Date Valuation . . . . 0 Expiration -Date 3/10/08 Qty Unit Charge Per Extension BASE FEE 15.00 5.00 9.0000 EA MECH FURNACE <=100K 45.00 5.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 82.50 4.00 6.5000 ---------------------------------------------------------------------------- EA MECH VENT FAN 26.00 Permit . . . PLUMBING Additional desc . LQPERIMIT Application Number• . . . 07-00000825 Permit . . . . . PLUMBING Permit Fee . . . . 138.00 Plan Check Fee 34.50 Issue Date Valuation . . . . . 0 Expiration Date 3/10/08 Qty Unit Charge Per Extension BASE FEE 15.00 8.00 6.0000 EA PLB FIXTURE 48.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 6.00 6.0000 EA PLB ROOF DRAIN 36.00 4.00 3.0000 EA PLB WATER INST/ALT/REP 12.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS ---------------------------------------------------------------------------- 3.00 Permit . . . GRADING PERMIT Additional desc . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 3/10/08 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 10,693 SF RETAIL SHELL BUILDING "H". TYPE V -N CONSTRUCTION. 2001 CBC,CMC,CPC, 2004 CEC, 2005 ENERGY CODES. **PERMIT DOES NOT INCLUDE TEMPORARY POWER, BLOCK WALLS, TRASH ENCLOSURE, WATER FEATURES, GREASE INTERCEPTORS AND SITE LIGHTING.** NOTE:SUSPENDED CEILING, HVAC DUCTS & - LIGHTING INSTALLED @'4 OF 4 SUITES. ---------------------------------------------------------------------------- Other Fees . . . . . . . . ACCESSIBILITY PLAN REVIEW 129.84 ART IN PUBLIC PLACES -COM 2419.15 DIF CIVIC CENTER - COMM 3443.14 ENERGY REVIEW FEE 129.84 DIF FIRE PROTECTION -COMM 481.18 STRONG,MOTION (SMI) - COM - 102.44 DIF STREET MAINT FAC -COMM 1133.45 DIF TRANSPORTATION - COMM 32496.02 Fee summary Charged Paid Credited --------------------------------------------------------- Due Permit Fee Total 2576.68 .00 .00 2576.68 Plan Check Total 1439.43 .900.00 .00 539.43 LQPERIIIT Application Number . . . . . 07-00000825 Other Fee Total 40335.06 .00 .00 40335.06 Grand Total 44351.17 900.00 .00 43451.17 LQPEIL,NIIT 1 - p.2 ' 1 IV I 1 11 A RE -INSPECTION FEE OF $1!0 1 s Will BE CHARGED IF THE APPROV��D PLANS AND 10B CARD ARE NOT aN HE SITE FOR A- SCHEDULED ECTION. NO EXCEPTIONS1. J �, 1 ► x O �r I 1 No. alto I N 1' CITY OF LA QUINT DE 1 ---- :APPROVED APPROVED FOR CONSTRUCTION ; t tl I.QL DATE a �9- ?!S' 'tev, . z MALEK ENGINEERS, INC. SAN DIEGO, 'CA. SUBJECT: p.3 JOB NO. S T � OF �6� BY: og,A., DATE: j�4 7 i Malek Engineers, Inc. er. 560004 User. KW-MT003. Ver 5.16�1•Nov2006 Ic11s63.2o0e a�RCALC 6reedl Sd Description • R&31 Title: Dsgnr: Description: Scope: General Timber Beam p.4 Job # - V Y, Date: 12:14PM, 5 DEC 07 Page 1 General'Information Code Ref: 199712001 NDS, 2000/2003 IBC, 2003 NFPA SOW. Base allawables are user defined Section Name 10.7541 Center Span 27.50 ft .....Lu 0.00 ft Beam Width 10.750 in Left Cantilever ft .....Lu 0.00 R Beam Depth 21.000 In Right Cantildver 6.0oR .....Lu 9.00 R Member Type Olul-am Douglas Fir, 24F - V4 Bm W. Added to Loads Fb BAllow 2,400.0 psi ase Load Dur. Factor 1.250 Fv Allow 240.0 psi Beam End Fbdty Pin -Pin Fc Allow 650.0 psi Wood Density 35.000pcf E 1,800.0ksi Trapezoidal Loads #1 OL Q Left 677.00 #/ft LL 0 Left 418.00 Vft Start Loc • 0.000 ft DLO_ Right 677.00 #/ft LL Q Right 418.00 #/ft End Loc 24.500 ft #2 OL Q Left 594.00 Nit LL @ Left 442.00 #fit Start Loc 24.500 ft DL Q Right 594.00 #/ft 11.0_ Right 442.00 tt/ft End Loc 33.500 ft Point Loads - - Dead Lead 1,800.0•lbe 2,180.0 lbs 8,170.Olbs ibs lbs The lbs Live Load lbs 864.0 lbs 5,080.OIbs Ibe Itxs . lbs lbs ...distance 14.000 ft 24.500 ft 33.500 It 0.000 ft 0.000ft. D.000 R 0.000 ft :,S, fm Beam Design OK Span= 27.50ft, Right Cant= 6.0011, Beam Width ■ 10.750in x Depth = 21.1n, Ends are Pin -Pin Max Stress Ratio 0•590 :1 Maximum Moment -09.1 k -ft Maximum Shear" 1.5 31.3 k Allowable 168.0 k -ft Allowable 67.7 k Max. Positive Moment 94.11 k -ft at ,12.816 ft Shear. Left 14.71 k Max. Negative Moment •60.70k-lt at 27.500 ft Right 22.77k Max @ Left Support 0.00. k ft Camber.. Left '6.000.in . Max @ Right Support -99.14 k -ft .0 Center 0.6241n Max. M allow 167.96 Reactions... Right 0.091 In fb 1,505.62 psi fv 138.75 psi Left DL 8.87 k Max 14.71 k . Fb .2,550.65 psi Fv 300.00 psi Right OL 26.85 k Max Deflections Center Spann. Total Load Lett Cantilever... lad Load Total Load Deflection 4416 in -0.789 in : Deflection 4:000 in0.0001 K. -Location 12549 ft 13.083 ft ...LenglhlDefl. 0.0 .0.0 LengthlDefl 793.0 418.33 RightCantilever- Camber (using 1.5 • D.L. DO I- DeRec tim 0.080 In 0.3M In a Center 0.624 In ...Lenglh/Defl . 2,381.5 : 447.9 Q Left 0.000 In Right 0.091 in i 1 P.5 "Malek Engineers, Inc. Title: Jopq Dagnr: Date: 12:14PM, S 15EC 07 Description: ScopeRev : User. KW��7003, Ver 5.8.0,1•New2008 General Timber Beam Page 2 (c)1983.2008 ENERCALC En Gra ft Su*mfe Description RB-31 Stress Calcs Bending Analysis . Ck 19.865 Le 18.533 ft S)oi 790.1251n3 Area 225.750 int Cv 0.855 Rb 6.358 CI 0.995 Max Moment Sv( Read Allowable ib Center 94.11 k-ft 440.42 In3 2,564,10 psi Left Support 0.00 k-ft 0.4001n3 2,584`10 psi Right Support 99.14 k-ft 468.38 in3 2,550.85 psi Shear Analysis Q Left Support Right Support Design Shear 19.07 k 31.32 k Area Required 63.579 Int 104.408 Int Fv: A11owable 300.00 psi 300.00 psi . Bearing @ Supports f Max. Left Reaction 14.71 k Bearing Length Redd 2.105 in Max. Right Reaction 42.57 k Bearing Length Recfd 8.092 In Query Values M, V, &-D @ Specified Locations Moment Shear .Deflection' ® Center Span Locdw = 0.00 R 0.00 k-ft 13.31 k 0.0000 In Right Cant Location 0.00 ft 0.00k-ft 13.31 k 0.0000 in Left Cant. Location = 0.00 R 0.00 k-ft 0.00 k 0.0000 in Iib. 2810 �" MalWErigineers, Inc. Title: Dsgnr: Description Scope. P.6 Job # Date: 1.2:04PM, 5 DEC 07 9 Uw mv-0607003. Ver 6.8.0,1-Nov-2008General Timber Beam Page I (c)ta8.3,Z006 ENERCALC Engineering Soft -4m Description RB -32A General Information Code Ref: 1997/2001 NDS, 200012003 IBC, 2003 NFPA 5000. Base allowabies are ueerdefirted Section Name 10.78x18 Center Span 23.00 ft ......Lu 0.00 ft Beam Width 10.750 In Left Cantilever ft .....Lu 0.00 ft Beam Depth 18.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir; 24F - V4 Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.250 FV Allow 240.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi , Wood Density 35.000pof E 1,800.0 ksi Full Length Uniform Loads Center DL 594.00 OM LL 442.00 #Ift ' Left Cantilever DL #!R LL #Ift Right Cantilever DL #1ft LL Ot Point Loads Dead Load 1,600.0 lbs lbs Ibs The lbs lbs lbs Live Load lbs lbs .. be lbs lbs lbs lbs ...distance 11.500 It 0.000 ft 6.000 ft 0.0ooft 0.000 ft 0.000 It O.Qmft ------------------ Summary Beam Design OK Span= 23.00ft, Beam Width.=10.750in x Depth =18.1n, Ends are Pin -Pin Max Stress Ratio 0.630 ; Maximum Moment 60.8 k -ft Maximum Shear" 1.5 17:5 k Allowable 128.2 k -ft Allowable 58.1 k Max. Positive Moment 80.82 k ft at 11.500 It Shear. Q !sit 13.25 k Max Negative Moment 0.00 k -ft at 23.000 It C Right 13.25 k Max Q Left Support 0.00 k -R Camber: left 0.000 in Max @ Right Support 0.00 k -ft a Center 0:756 In max. M BROW 128.24 Reactions... C Right 0.000 in fb t,670.60 psi Iv 90.39 psi Left DL 8.17 k Max . 13.25 k Fb 2,650.86 psl FV 300.00 pal Right -01. 8.17 k Max .13.25 k Deflections Caviler Span... DeadoadL Total Load Left Cantilever... Dead Lad otaI Load Deflection -0.504 In -0.800 In Deflection 0.000 In 0.000 in . ...Location 111.500 It 11.500 ft*' ...Length/Detl 0.0 0.0 ...LengtlVDefl 547.9 345.16 Right Cantilever... ' Camber ( using 1.6 D.L Deft ) _. Deflection 0.000 In 0.000 in Center 0.756 In Lenglh/Defl 0.0 Left 0.000 In • @ Right 0.000 In .. ., • _ OC • ��� ,", fi/' �� �"� '. . . 9 p.7 Malek Engineers;Inc.. "Tale: Dsgnr. Dates 1.2:0413M, • 5 DEC 07 Description s Scope Rev: 580004 User. KW-0Bo7003, Ver 5.8.0, i-Nw.2008 General Timber Beam Page 2 (c)lS83.200e ENERCALC Engineering Sokmm Description RB-32A Stress Caics Sending Analysis Ck 19.865 Le 0.000 ft Svc 580.500 in3 Area 193.500 Int Cv 0.884 Rb 0.000 Max Moment Cl 0.000 Q Center 80.82 k-R Spot Redd 365.841n3 Allowable lb 2,650.88 psi Left Support 0.00 k-ft 0.00 in3 2,650.88 psi Right Support 0.00 k-ft 0.00 in3 2,650.88 psi Sheat Analysis Left Support Right Support Design Shear 17.49 k 17.49 k Area Required 58.303 in2 58.303 Int Fv: Allowable 300.00 psi 300.00 PSI Searing @ Supports - Max. Left Reaction 13.25 It Bearing Length Req'd 1.897 In Max. Right Reaction 13.25 k Bearing Length Read 1.897 in Query Values M, V, & D Q Specified Locations Moment Shear Deflection Q Center Span Location =: 0.00 It 0.00 k-R 13.25. k 0.0000 in Right Cant. Location = 0.00 It 0.00 k-ft 0.00 k 0.0000 in Left Cant. Location = 0.00 It 0.00 kit 0,00 k 0,0000 in zwlseo 4r2 Will City of La Quinta Building 8r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit {, •� Project Addres . 15 A 1/`F Owner's Name: 1<0 MAR INV 9;9rM Q4TT$ A. P. Number: 6, Q -' 02,0 -+ Q 3 Address: 2 3 60MV09^71F PLAZA, zk? 47 Legal Description: PAgc-EL OF -,M -999&o -)J P Contractor:E M N 0MJOM 16$ City, ST, Zip: j� µl Pagr g� c 9z"o Telephone: 7 �� _4� Project Description: ADD 2 HVAe, UNt75 Q QQ Address: 4100 EF 121$014AVENUE City, ST, Zip: C, N 0 GA RI ! !/ Telephone: �l 1x 9Q9 27 3Gj State Lic. # : 310 >A :>:: >;:;::<:'<,:,,..<:»v: City Lic. �E i9 ft oS�G Arch., Engr., Designer: �;c pA ,4P.4N r-M�--Nge Address: 1 J5 45 14o"Me, a me .6 5. City, ST, Zip: N Dl64440 GA g21t78 Telephone: State Lie. #:G 1716+ . .., . Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: NQ L r%'x0 N Sq. Ft.: Q "1 # Stories: # Units: N . A . Telephone # of Contact Parson: ! 217-0 3 Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Ree'd TRACKING I PERMIT FEES Plan Sets Plan Check submitted I Item Amount Structural Cates. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Title 24 Cates. Plans picked up Construction . Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Review, ready for corrections ss a �. Electrical Subcontactor List Called Contact Personeklai t (< p Plumbing Grant Deed Plans picked up 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 1 e Total Permit Fees 2 • Z 1�j VAIL, W '91q1ol /2-4p4/07 40�%�n� r� i � t� axe Rover* at -K5 v TW9P 4 4 a" P.O. Box 1504 18-495 CALLE TAMPICO BUILDING & SAFETY DEPARTMENT (760)777-7012 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 } { To: Greg Butler, Building & Safety Manager To CDD: December 07, 2007 f From: Les Johnson, Director -Planning Due Date: December 13, 2007 1 Permit #: 07-820 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 (2) HVAC Units Address or General Location: 79-715 Highway 111 i Applicant Contact: Neil Dixon (619)297-0131 The Planning Department finds that: ...these Building Plans do not require Planning Department approval. ❑ ...these Building Plans are approved by the Planning Department. ❑ ..:these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made �,rrrn them to the Planning Department for review. Le'Jol%r6rfirector- P a� n ng i. r i Attachments: (List attached documents that support description) A5.3, A5}4, S5.2, M0.3, M5.0, M5.1, M5.2; P5.1, E0.4.3 & E5.3 r i } j 3 , 1 ARCHITECT: SGPA ARCHITECTURE AND PLANNING BY: / v , Michael Ashor, Construction Administrator I AIA DOCt ENT G709• • PROPOSAL REQUEST • APRIL 1970 EDITION • AIAOO © 1970 • THE ONE PAGE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 t k PREOP®SAL OWNERARCHITECT ❑ ❑ REQUEST CONTRACTOR REQUEST ❑ FIELD. ❑ AIA DOCUMENT 0709 OTHER PROJECT: Komar Desert Center PROPOSAL REQUEST NO: 6 (name, address) 79-715 Highway 111' La Quinta, California OWNER: Komar Investments, LLC +{ I DATE: December 5, 2007 TO: (Contractor) ARCHITECT'S PROJECT NO: 20612-D-01 The Bergman Companies 4300 Edison Avenue CONTRACT FOR: Shop H Chino, California 91710 ( CONTRACT DATED: Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed modifica- tions to the Contract Documents described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN. Description: (Written description of the Work) - — Item No. 1 t. Building.H- BevMo HVAC Ref. Sheets A.) Add (2) 5 -ton HVAC Units (RTU's H6 & H7) A5.3, A5.4, S5.2, to roof and associated ductwork distribution. M0.3, M5.0, M5'1, M5.2, P5.1, E0.4.3 & E5.3 i. r i Attachments: (List attached documents that support description) A5.3, A5}4, S5.2, M0.3, M5.0, M5.1, M5.2; P5.1, E0.4.3 & E5.3 r i } j 3 , 1 ARCHITECT: SGPA ARCHITECTURE AND PLANNING BY: / v , Michael Ashor, Construction Administrator I AIA DOCt ENT G709• • PROPOSAL REQUEST • APRIL 1970 EDITION • AIAOO © 1970 • THE ONE PAGE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 t k p.2 , 1 1 1 I II A RE-INSPECTION FEE OF $30 j I� WILL BE CHARGED IF THE APPROVED ' PLANS AND JOB CARD ARE NOT ON Re. 29 A' INSPECTION. NO D(CEPTIONS! I , 1 I No Oslo CITY OF LA QUINTA 's aqc : BUILDING & SAFETY DEPT. `^ ED -APPROVED i . .FOR CONSTRUCTION !, 11 I�Z+ /1EDQL -**j"wft 07 ,. DEC 0 7 2007 1 - 1 . = e16'. s ob -�� al -;-PI -t -? b �r 4- b 44 r ZIrG(£' fZ6�)� -Z—' 2►rst t�. t £t -C-1 •� a �,LJ�rSflS `wma Ates .. .go i s 'oN sor *3NII `Suaaminma ma-ivw 1 r i ?. s Malek Engineers, Inc, Title: t� Dsgnf: Description Scope B saoaotrKW-0607009, Ver 5.a.0,1•Nav4008 General Timber Beam 983.2008 ENERCALC Enrineedi 6aftwiro Description RB -31 p.4 /(�� Job # - (Q Date: 1214PM, 5 DEC 07 Page 1 General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base alkxrablea are user defined Section Name 10.75X!1 Center Span 27.50ft .....Lu 0.00 ft Beam Width 10.750 in Left Cantilever ft .....Lu 0.00 R Beam Depth 21.000 In Right Cantilever 6.00ft .....Lu 9.00 It Member Type Glul-am Douglas Fir, 24F - V4 Maximum Shear" Bm Wt.' t. Added to Loads 31.3 k Fb Base Allow 2,400.0 psi Load Dur. Factor 1.250 Fv Allow 240.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psl Q Left Wood Density t 35.000 pcf E 1,800.0 kei k -ft at 27.500 It Trapezoidal Loads 22.77 k Max Q Left Support 0.00 #1 OL Q Left 677.00 #/ft LL (M Left 418.00 #/ft Start Loc 0,.000 ft DL @ Right 677.00 Wit LL Q Right 418.00 #/ft End Loc 24:500 ft #2 OL Q Left 594.00 #!ft LL i@ Left 442.00 #/R Start Loc 24.500 ft DL Q Right 594,00 WR LL @ Right 442.00 #/ft End Loc 33.500 ft Point Loads 138.75 psi Left DL 8.87 k Max 14.71 k Dead Load 1,600.0•lbe 2,160.0lbe 8,170.Olbs tbs [be The lbs Live Load Iib 864.0 lbs 5,080.0lbs Ctrs Ibs . lbs lbs ...distance 14.000 It 24.500 ft 33.500 it 0.000 R 0.000 R 4000 it 0.000 R Summary Beam Design OK Span= 27.5011Right Cant= 6.00fl, Beam Width ■ 10.7501in x Depth = 21.1n, Ends are Pln-Pin Max Stress Ratio 0.590: 1 Maximum Moment -09.1 k -fl Maximum Shear" 1.5 31.3 k Allowable 168.0 k -R Allowable 67.7 It Max. Positive Moment 94.11 k -ft at 12.816 ft Shear. Q Left 14.71 k Max. Negative Moment -60.70 k -ft at 27.500 It C Right 22.77 k Max Q Left Support 0.00 k ft Camber. Q Left 0.000•in . Max Q Right Support -99.14 k -ft a Center 0.624 in Max. Mallow ' 167.96@ Reactions... Right 0.091 In fb 1,505.62 psi fV 138.75 psi Left DL 8.87 k Max 14.71 k Fb 2,550.65 psi Fv 300.00 psi Right DL 26.85 k Max'. -42-57k iDeflections Center Spans. Dead Jig Total Load Left Cantilever... lad Lod Total Load Deflection -0.4161n -0.789 in . Deflection 0.'000 In 0.000 In`. ...Location 12.549 ft 13.083 ft ...LengthMefl 0.0 .0.0 Length/Den 793.0 418.33 Right Cantilever - Camber (using 1.5D.L. Deli 1... Deflection 0.060 In 0.322 In CD Center 0.6241n ...LengMMefl . 2,381.5 447.9 Q LeftI 0.000 In Right 0.091 in P.5 'Malek Engineers, Inc. Title: ,meq 1 r/ Dagrre Date: 12:1413M, ' S DEC 07 Description: ( Scope: User.KW�70MVorSAO, ,.Na, -2008 General Timber Beam Pap 2 (c)1983.2me ENERCALC En 6ae�M Saftmia Description RB -31 Stress Calcs Bending Analysis . Ck 1SAW Le 18.533 ft Sb( 790.1251n3 Area 225.750 int Cv 0.855 Rb 6.356 CI 0.995 Max Moment : Sg Read Allowable Q Center 94.11 k -ft 440.42 In3 2,564,10 psi @ Left Support 0.00 Wt 0.001n3 2,584.10 psi Q Right Support 99.14 k -ft 468.36 in3 2,550.85 psi' Shear Analysis Q Left Support Right Support Design Sheer 19.07 k 31.32 k Area Required 63,579 int . 104.408 int Fv: Allowable 300.00 -psi 300.00 psi Bearing @ Supports f Max. Left Reaction 14.71 k Bearing Length Regtd 2.105 in Max. Right Reaction 42.57 k Bearing Length Radd 6.092 in Query Values M, V, a D @Specified LocationsMomenl Shear ..Deflection' ® Center Span Location = 0.00 ft 0.00 k -ft 13.31 k 0.0000 In @ Right Cant Location = 0.00 ft 0.00 k -ft 13.31 k 0.0000 in @ Left Cent. Location = 0.00 fl 0,00 k -ft 0.00 k 0.0000 In 3 P-6 Malek'Engineers, Inc. Title: Job# D3gnr: -Date; 1.2:04PM, 5DEC D7 Description Scope: Page 1 Rev: U8W. Mv.0e07aoa, ver 6.8.8,1 -Nov -2008 General Timber Beam (c)IM--00e ENERCALC Engineering Sd bAme Description RB -32A General Information Code Ret: 199712001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base elknaables are userdeflned Sec , n Name 10.76x18 Center Span 23.00 ft ' .....Lu 0.00 ft Beam Width 10.750 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 18.000 In Right Cantilever ft .....Lu 0.00 R Member Type GluLam Douglas Fir; 24F - V4 Bm Wt. Added to Loads Flo Base Allow 2,400.D psi Load Dur. Factor 1.250 Fv Allow 240.0 psi Beam End Flxit)i Pin -Pin Fc Allow 650.0.psi. Wood Density 35.000pef E 1.800.0ksi• Full Length Uniform Loads Center DL 594.000/ft LL 442.00 01ft Left Cantilever DL #Ift LL tl/ft Right Cantilever DL #Ift LL #Ift Point Loads = _ Dead Load 1,600.0 lbs lbs lbs The lbs lbs lbs Live Load lbs lbs . be Ills lbs lbs lbs ...distance 11:500 ft 0.000 R 6.0008 0.000 ft O:000 ft 0.000 ft O.o00ft Summary Beam Design OK Span= 23.00ft, Beam Width_=10.7501n x' Depth =18.1n, Ends are Pln-Pln Max Stress Ratio D•630 ; 1y Maximum Moment 8D.8 k -ft Maximum Shear *1.5 17:5 k Allowable 128.2 k ft Allowable 58.1 k Max. Positive Moment 80.82 k -ft at 11.500 it Shear. C Left 13.25 k Max. Negathre Moment 0.00 k -ft at 23.000 ft C Right 13.25 k . Max @ Left Support 0.00 k -ft Camber: 0, Left 0.000 in Max @ Right Support 0.00 k -ft Q Center 0:756 In Max. M allow 128.24 Reactions... 0 Right 0.000 In fb 1,670.60 psi tv 90.39 psi Left DL 8.17 k Max 1-3.25 k Fb 2,650,88•psl Fv 300.00 psi Right -DI. •8.17 k Max .13.25 k Deflections Center Span... Dead Load Total Load LeftCardilever.- Dead Lod otaal_Lwd Deflection -0.504 In -0.800 in Deflection 0.000 In 0:000 in . ...Location . 11.500 rt 11.500 ft'' ...Length/Detl 0.0 0.0 ...Length/Dell 547.9 345.18 Right Caaltlever... ' Camber (using 1.6D.L Defl) .. Deflection 0.000 in 0.000 in Center 0.758 in ...Langth/Defl 0.0 Left 0.000 In Right. 0.000 in 1 llii�.IW i l p.7 +*, . Mgtak Engineers;bc.. "Title: V Dsgnr. Date: 42:04PM, - 5 DEC 07 Descrip"" : 1 Scope: Roy: U0004 user. KW.0e07003. Ver 5.8.0, 1-Now2008General Timber Beam. Page 2 (c)1883.200E EWRCALC Er%Umerinp Softv+are Description RB -32A j Stress Calcs Bending Analysis Ck 19.865 Le 0.000 ft Sxx 580.500 in3 Area 193.500 Int Cv 0.884 Rb 0.000 Max Moment Cl 0.000 Q Center + 80.82 k -ft xx Redd 365.841n3 Allowable tb 2,650.88 psi Q Left Support 0.00 k -ft 0,00 In3 2,650.88 psi ' Right Support 0.00 k -ft 0.00 In3 2,850.88 psi Shear Analysis 0 Left Support 0 Right Support Design Shear 17.49 k 17.49 k Area Required 58.303 Int 58.303 Int Fv: Allowable 300.00 psi. 300.00 psi Bearing @ supports - Max. Left Reaction, 13.25 k Bearing Length Read 1.897 In Max. Right Reaction 13.25 k Bearing Length Read 1,897 in Query Values M, V, & 0 Specified Locations Moment Shear Deflection Center Span Locution = " 0.00 ft 0.00 k -rt 13.25 k 0.0000 in " @ Right Cant. Location = 0.00 ft 0.00 k -R 0.00 k 0.0000 in Q Left Cant. Location = 0.00 it 0.00 k -ft 0.00 k 0.0000 In PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PER (PROJECT NAME1 --�--- — -_--------------- DATE - _ K_o_mar Desert C_ enter - Bldg H_— __— 12/4/2007 !PROJECT ADDRESS --- - ---- Hway 111 and Jefferson La Quinta, CA Building Permit# )PRINCIPAL DESIGNER - ENVELOPE 'TELEPHONE 1 ! _ _ SGPA Architecture Planning __ _ 619.297.0131 _! 'DOCUMENTATION AUTHOR ;TELEPHONE I Checked by/Date j — LSKEngineers California, Inc. —_ (858) 268-3224 L Enforcement Agency Use I GENERAL INFORMATION i `t CLIMATE ZONE f I _15 HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION EXISTING + ADDITION/ALTERATION L i PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PER (PROJECT NAME1 --�--- — -_--------------- DATE - _ K_o_mar Desert C_ enter - Bldg H_— __— 12/4/2007 !PROJECT ADDRESS --- - ---- Hway 111 and Jefferson La Quinta, CA Building Permit# )PRINCIPAL DESIGNER - ENVELOPE 'TELEPHONE 1 ! _ _ SGPA Architecture Planning __ _ 619.297.0131 _! 'DOCUMENTATION AUTHOR ;TELEPHONE I Checked by/Date j — LSKEngineers California, Inc. —_ (858) 268-3224 L Enforcement Agency Use I GENERAL INFORMATION DATE OF PLANS — —Xl (BUILDING CONDITIONED FLOOR AREA 1— --- ----------10,194 sq.Ft.---� CLIMATE ZONE BUILDING TYPE NONRESIDENTIAL Li HIGH RISE RESIDENTIAL _15 HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION EXISTING + ADDITION/ALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Tltle24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation prearer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SI DATE Chris French _ -- /-2 /v -V 147 The Principal Designer hereby certifys that the proposed I ding design represented in this set of construction documents Is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this (permit application. The proposed building as designed meets the energy efficiency requirements contained in sections 110, 116, through 118, and 140, 142, 143 or 149 of Title 24, Part6, CITY OF ! ENV. LTG. MECH. C fry' (� J A 1. 1 hereby affirm that I am eligible under the provisions of Division of�f;fel L � �I T� sigh this document as the person responsible for its preparation; an that a t f i California as a civil engineer, mechanical engineer, electrical engin er, or I a ROVED -- I 2. 1 affirm that I am eligible under.the provisions of Division 3 of the usinesEQ8 I�c6 KOfflQl0 -*ion 5537.2 or 6737.3 to sign this document as the person responsible frits prepay do ; and that I am a licensed contractor performing this work. DATE I ID D� I _ BY lL ' 3. 1 affirm that I am eligible under Division 3 of the Business and P o si n this oc j I u —! because it pertains to a structure or type of work described as exempt pursuant to Business an I Code Sections 5537, 5538, and 6737.1. (These sections of the Business aind Profes ions bode are printed in full l in the Nonresidential Manual.) _ 2 51, ENVELOPE COMPLIANCE Indicate location'on plans of Note Block for Mandatory Measure 01 Required iV-1 __ PRINCIPAL ENVELOPE DESIGNER - NAME SIGN !LI NO. SGPA Architecture Plannin 0 LIGHTING COMPLIANCE 4-1 Indicate location'on plans of Note Block for Man ory Measures ILighting Compliance Not In The Scope Of Required Forms iT1Tls SUb-mittal--------- PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE ;LIC. NO. I DATE MECHANICAL COMPLIANCE j Indicate location on plans of Note Block for Mandatory Measures I Requiredrms i CH -1, MECH-2 MECH-3 MECH-5 !PRINCIPAL MECHANICAL DESIGNER - NAME SI U ILIO. NO. I DATE I Devin A. Abellon, P.E.- LSW Engineers, =--� 112. 4.4 -7-r-�!s User Number: 3137 Job Number: 1L lirrKunu PLANS AND JOB CARD ARE NOT ON THE SITE FOR -.A SCHEDULED INSPECTION. ly K NO EXCEPTIONS! 1PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2of3 PERF -11 PROJECT NAME I DATE Komar Desert Center - Bldq H 12/4/2007 ANNUAL TDV ENERGY USE SUMMARY (kBtu/sqft- yr) Standard Proposed Compliance ENERGY COMPONENT Design Design Margin Space Heating 1.59 0 31 .77, Space Cooling 323.69 255.40 68,281 Indoor Fans 105.56 151.131 -45.561 'M Heat Rejection 0.00 0.00 0.001 z Pumps & Mis C. 0.00 1 0.001 0.00 Domestic Hot Water 13.79 Lighting 164.07 13.79 164.07 % 0.a0] Receptacle 81.511 81.51 0.00 1 i"If Process 0.00 L---0-0�01 . W, --l-03 -. . . . . . . ...... TOTALS: 690.21 666.72 23.49 V QA 3.4% 3.4% excluding Percent better than Standard: process) BUILDINQ QQMPLIES GENERAL INFORMATION Building Orientation Conditioned Floor Area 1 10, 1941 sqft. Number of Stories 11 Number of SystemsSq". Unconditioned Floor Area Conditioned Footprint Area 01 L sqft. Number of Zones 41 Fuel Type— [..Iatural Gas' Orientation Gro s Area -Glazing Area Glazing Ratio Front Elevation Left Elevation 1,065 sq1t. 435 sqft. I 40.8% (S) 2,3341 sqtt I 01 soft. 0.0%1 Rear Elevation (w) 1 sq'tt. -2 Ii 01 Soft. 0.0%! Right Elevation (N) 1,�73 _sq. F i 1,2?�jsqfl- 6 2. 0 %; Total Roof 6,9961 sqft. 1 10, 1941 sqft. 1,6581 sqft. j-23.7°/ 1 0i, sq1t. 0.0% i i Standard Proposed i Lighting Power DensityAGLI1 w/sqft. W/sqft. Prescriptive Env. Heat Loss j 1,835'81u/h 2,7291 Btun, Prescriptive Env. Heat Gain 191,1 Btu/h-F 283,112i Btu/h-F Remarks: Run Initiation Time: 12/04/07 11:13:29 Run Code: 1196795609 EnergyPro 4.4 by EnergySoft - - User Number. 3137 Job Number: 2006796.000 Paae:2 of 9 , 1PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-1� PROJECT NAME DATE —� Komar Desert Center - Bldg H 12/4/20_0.7_ ZONE INFORMATION 1 Floor Inst. Ctrl. _ Allowed LPD I Proc. Area ; LPD Credits Area I Tailored I Loads -System Name —�— Zone Name —— Occupancy Type — ; (sgft.) ! (W/sf)1 (W/sf)2 W/s 3, (WAQ4 (W/sf) ` RTU H-6 & RTU H-7 Lease Space — Comp Bldg Retail and Wholesale 2,5241 -1_50 _ —ry�— RTI I H-1 - RTI I 1-1-6 ! Lease Snare i Cmmn Rldn Rntail and Whnlaeaia 7 573; •1 SM ! I Restrm _ I Corridor/Restroom/Support --- --_ — - —_ i ReStrm------- Corridor/Restroom/Support I 49; -0.60 l 49^-0.60 2500. [The HVAC System "Carrer 50HJQ006-5 w/ DCV" is designated as 3 Phase, or is Exempted from the NAECA 13 SEER re uirement. Notes: 1. See LTG -2-C 2. See LTG -4-C 3. See LTG -5-C 4. See LTG -6-C litems above require special documentation (items marked with asterisk, see LTG -2 -C by others) (by others) EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These Items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The Roof Roof R-30 is a CRRC Certified Roof with Reflectance = 0.30, Emittance = 0.75. The HVAC S•ystem _Carr-er "Carr*. -5 w/ DCV" includes an Economizer. This s stem has a cooling output < 75,000 Btuh or a supply cfm_< 2500. [The HVAC System "Carrer 50HJQ006-5 w/ DCV" is designated as 3 Phase, or is Exempted from the NAECA 13 SEER re uirement. The HVAC System "Garner 50HJQ006-5 w/ DCV" includes Demand Control Ventilation per Standards Section 121._— The HVAC_Syste_m "Career 50HJ0007-5 w/ DCV" includes an Economizer. This system has a cooling output < 75,000 Btuh orsupply cfm < 2500. _a !The HVAC System. "Carrier 50HJQ007-5 w/ DCV" includes Demand Control Ventilationep r Standards Section 121! -- _ The Zone °Lease Space' has a North/East/South Delay Perimeter Credit of 87 ft. --- j The Zone *Lease Space' has a West Display Perimeter Credit of 14 ft__. — — �I The Zone 'Lease Space' has allorth/East/South Displa r�Perimeter Credit of 87 ft. The Zone "Lease Space has a West_Displ LPerimeter Credit of 14 ft. 1 ne exceptional features_ nsteo in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. EnergyPro 4.4 by EnergySoft _ User Number: 3137 -- Job Number: 2006796.000 _ _--- Page:3 of 9 v m mI M 0 z ism -n I3 I D i 01 M iCID p I CID n (CD 1 O QO =;v l j 0 rn I I ! i 1 i ( I I 1 D -4 I m IN IzFt m (N Z Q v � I T-� j�p1,0 --ztzzzzzzTzzz�m !o to Wi !o T-1� -it !oto o Io 0 0! !!X X m ! I i im CO m >D>>0>> Im !m m m Im m m .. l <D O A I I I I ; I s ! 1 ! N N I I 1.( V (n -4 p to N x a v I !O 'OW) OIO!OIO,O MIA !IIII'(D 0 OI 0 0 AIA P. IA jaW) A OW) w ! I o� �0000�,��M�mIDw W� o�otl!((D 1! I coJtIO- 08 CD oN<_wW 0 ' n -4- O 00 0 0 0 0 oto o toW 6600 ,.ooo00000010�00tolO ,.m n o o m j O!OIO O OIOIO O 1 O O.OIcn I O'pnfC.n- D D I ! ; 11. -4 TIT V I-IIV OIIT IV V IT T V T V TIT V x n O O M z ..� m A) O m- ! IT F m m I! ol0 0 -0!O 0 0 0 0 0100 I (p z 0 ( I!III Oio O N) (DID OIO 0 1 0 0 0 •* 7 C- O < —. 0 j I(JIV (D (NT L3 C) I� N V N 4) N V ,�a N V 0 CL TIM m N Ilil 1 7 I ! CL n! T iT m!i. T N Co. (D SITT �l0 0 V 0 V 0 T I O (D; m r w m N I I ! 00000�0000 Icn ! N (A m m co (n IDO w w I 0 N m m Im w �to wlwlm xi0 N Ci m y to w (j p 10 -Io P olia!o I" N j W 1 W!o 0 o 0 T 0 o.x+tC S MI I� ' (p 1, JW NIV ION J! N O m( I 1p 010 VIOjO.OIb10 5f\) O'O x, . i3 lCD i 1 i 1 I I N I I I i I II�II_� i I I j I I 1 ' ! I ! PCD Ir I ! ! I 01 I?'� I I 1 i .0 I I I I ! o mI M 0 z ism -n I3 I D i 01 M iCID p I CID n (CD 1 O QO =;v l j 0 rn I I ! i 1 i ( I I 1 D -4 I m IN IzFt m (N Z Q v � I ! 0 001-4 T ()(I A S W N ! 1 I 1 1 to �0000 o,w 00 0,0�w I���1 olyl0 tnl I I I I ; I s A I N N T W C.) I 1.( V (n -4 I T u, N w T m 41 I !O 'OW) OIO!OIO,O MIA O 010 0 OI 0 0 AIA P. IA jaW) A OW) A I� n— -"III 1 o� �0000�,��M�mIDw W� o�otl!((D ziz!z >m zr �!>m m> coJtIO- 08 oN<_wW 0 ' -4- O 00 0 0 0 0 oto o toW 6600 ,.ooo00000010�00tolO ,.m O 1OTNO 00000oOo �m>_ TOOOVIV I O'pnfC.n- D I O z M 01(0(0 00!0000010 zz m m (0 z�z m,m (DI(O lz z Im m (O W z zIz m m !(D 0 z m m (D O O z z m m O O M z ..� m A) O ! �flf�lEfff��F�f=� F I ( O N) (DID OO NICO D �j'N NIV OD NIT D D�DIDID IU T�(O!(DI(D 000000 DIDID N 0 (D NIP D >> C- O < —. 1 (D (D U( N N NIN N N Ln (D N (D TIM m CL (m „ MCD y CO m m a) m CD wjw CDm w w m Im w!wlw m'CD w m r w I I Icn NV1 m �Im c w w N (A m m co (n IDO w w 0 4) m m cn u) '0, w w 0 N m m Im w �to wlwlm N 41 m u) cn w �(o N Ci m y to w (j m Il m M m mm m I� �m m I� Im i3 lCD i 1 i 1 I I I I I i I II�II_� i I I j I mI M 0 z ism -n I3 I D i 01 M iCID p I CID n (CD 1 O QO =;v l j 0 rn I I ! i 1 i ( I I 1 D -4 I m IN IzFt m (N Z Q v � I ICERTIFICATiE OF COMPLIANCE MECH-I-C I NAME Komar Desert Center - Bldg H DATE 12/4/2007 Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: SYSTEM ACCEPTANCE. Before an occupancy permit is granted for a newly constructed building or space, or a new space -conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, MECH-I-A Form shall be submitted to the building department that certifies plans, specifications, installation certificates, and ooeratinq and maintenance information meet the requirements of Section 10-1 03(b) and Title 24 Part 6. STATEMENT OF COMPLIANCE EJ MECH-2-A: Ventilation System Acceptance Document -Variable Air Volume Systems Outdoor Air Acceptance -Constant Air Volume Systems Outdoor Air Acceptance Equipment requiring acceptance testing I Test required on all New systems both New Construction and Retrofit. I E] MECH-3-A: Packaged HVAC Systems Acceptance Document j Equipment requiring acceptance testing i ! Test required on all New systems both New Construction and Retrofit. L MECH-4-A: Air -Side Economizer Acceptance Document ----- Equipment requiring acceptance testing .Test required on all New systems both New Construction and Retrofit. Units with economizers that are installed at the lactory and certified with rhe commission do not require equipment testing but do require construction inspection. [! MECH-5-A: Air Distribution Acceptance Document ! —` Equipment requiring acceptance testing _ - I This test required If the unit serves 5,000 h2 of space or loss and 25% or more of the ducts are in nonconditioned or semiconditioned space like an attic. New systems that meet the above requirements. Retrofit systems that meet the above requirements and either extend ducts, replace ducts or __replace the packaged unit. I_ MECH-6-A: Demand Control Ventilation Acceptance Document j Equipment requiring acceptance testing I iAll new DCV conhols installed on new or existing packaged systems must be tested. ---� i [ j MECH-7-A: Supply Fan Variable Flow Control Acceptance Document --_---- Equipment requiring acceptance testing new VAV fan volume controls installed on new or existing systems must bo tested ---- — `— - iJMAll ECH-8-A:-Hydronic System Control Acceptance Document i-Variable Flow Controls Applies to chiliad and hot wararsystems. -Automatic Isolation Controls Applies to new boilers and chillers and the primary pumps are connected to a common header. i -Supply Water Temperature Reset Controls Applies to now constant flow chillad and hot water systems that have a design capacity greater than or equal to 500.000 etu.'hr. I -Water-loop Heat Pump Controls Applies to all new watedoop heat pump systems whore the combined loo p pumps are greater than 5 hp. i -Variable Frequency Controls Applies to all new distribution pumps on crew variable flowchilled, hydropic near pump j or condenser water systems where the pumps motors are greater than 5 hp. — E ui mantra uirin acce tancetestin I— EnergyPro 4.4 by EnergySoft —_ — User Number: 3137 i Job Number_2006796.000— —_^ -- — Page:5 of 9 J a AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-Cl PROJECT NAME DATE I—__ -Komar Desert Center - B!0kH _.___ ....._.____.12/4/2007 SYSTEM FEATURES A_IR SYSTEMS, Central or Single Zone _ -- --- — •- T ----- ITEM OR SYSTEM TAG(S) RTU H-6 &RTU H-7 _(RTU H-1 RTU H-5 Number of Systems ; _ 2 ! 5 T-24 MANDATORY MEASURES Section Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.212 Proposed Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeatlCool Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliance 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put 'NIA" in the column. 2: Not required for hydronic heating and cooling. Either enter a value here or put In reference of plans and specificatons per footnote 1. 3: Enter Yes it System is: Constant Volume, Single Zone; Serves < 5,000 sgft Has . 25% duct in unconditioned space. Duct sealing Is required for Prescriptive Compliance, see PERF -1 for performance method duct sealing requirements. Reference on Plans or Specification t .T-- --. i _--- 112(a) —_� — 7.70 HSPF _—� — — 2.20 COP_—__ II 11aLaZ_ 13.0 SEER / 11.0 EER i 11.0 EER _ I 112(b) i Yes �— Yes —_— 112(c_115 a — ? n/a n/a __ _ 121(b) ---I--- 121 b) Yes Yes — — --- -- 555 cfm — I 1866 cfm- ___ LI--------------- -- — — 121 c No--- No i — 121 c 121 W. 122(e) Yes —�—_ Yes Pro rammable Switch Programmable Switch ---- 122(e) Heating & Cooling Required! Heating & Cooling Re uiredl -- 122(f) _ t Auto � Auto -- II Yes i i n/a--_--1---_ n/a �123 — t 24 _ R-8.0 R-0.0 l -- — 144 a & b n/a —_ n/a I1, 44 a& b _— 70,202 btuh -- --- i 215,478 btuh 4- 144 a& bZ 87,417 btuh--1— 277,969 btuh 144 --�_ i i 144 (c) Constant Volume _� Constant Volume I _ r 1 _ — 144(c) ' Yes i _Yes --- 144 (d) No _ No i 1144 (e) i Diff. Enth (Integrated) I Diff. Temp (integrated)__-- IF144 (j ( Constant Temp I Constant Temp 1 144 (f) Constant Temp i l Constant Temp i 144 (k)—I------ No -------;— No .— i _ L_-- EnergyPro 4.4 by EnergySoft User Number: 3137 Job Number: 2006796.000 Page:6 of 9 1 MECHANICAL VENTILATION MECH-3-CI PROJECT NAME DATE Komar Desert Center - Bldg H 1 12/4/2007—.—.] PRESCRIPTIVE REHEAT LIMITATION Section 144(d)) MECHANICAL VENTILATION Section 121(b)2) A B i C _OCCUPA_N_CY D—E— F BASIS ' G i �— I i J VAV MINIMUM i' _ N NW —r, X01 C 0d0C mo1aA^ L3 to n N 0 O m T» ^y. l'K- 0p m O wCdO x�3x 0 ym'^M�pfyb 0 M dm -AN , O ZONE/SYSTEM ° �TnoflQ* 3 V T M 3 C) '- � o T =L C_ A Lease Space 2,5241 0.22 5551 73.2 7.6 555 555 555 I 1 I RTU H-6 & RTU H-7 j Total 555 555 Lease Space j 7,571 0.221 1,666 219.6 7.6 11666 1,666 1,666 ' estrm — _-- I. — 4� 0.151 'IRestrm _ 4d 0.151 1_RTU 7 ; 71 ' _ ( 71 �7 100— 100 RTU H-5 I i Total 1,681 1,8661 i 1— ------ , - 7------r- 1- — ----r — -- ----- '-1 -- -' I ,-- - ' I I I I i I _4 ; Minimum ventitation rate per Section 121, Table 121-A dBased on fixed soao-or therg eater of the expected number of occupants and 5l)°6_of the CBC occupant load for egressnu�oses for spaces without fixed seating H Re uved Venlilatior Air REVD V.A. is the lar er of the ventilation rates calculated on and AREA or OCCUPANCY BASIS (column D or G). 1 r ---rte— .�__.."—Z'---...__.�.— -. - -- ---- ...� - I _4'Must bo greater Iha.i or equal to H, or use Transfer Air {column NI to make up the difference. J—�(—D-esji pe n fan sucinjFan CFMj x 30%: or ----...---.._..---------..—_.—..------._...-'----'— --- --------{ I KI_ _ Condition aroaf.sg1x 04 ctrr N Sq. or - — 1 L .!Maximum of Columns H. J, K. or 300 cfm i _This must be_less th or gual to Column Land th reater at or oqual to tho sum of Columns H + N_ F N Transfer be the Required Ventilation Air air must provided where (column 1) Is greater than the Design Minimum Air (column M). Where required, transfer air must be greater than or equal to the difference be ween the Required Ventilation Air (column 1) and the Design Minimum Air (column M). column H • M. EnergyPro 4.4 by EmergySoft-- User Number: 3137 -- Job Number: 2006796.000 — — -- Page:7 of 9 r, MECHANICAL EQUIPMENT DETAILS Part 1 of 2 MECH-S-C PROJECT NAME — ----- — —.-- --•-- --_ KomGr Desert Center -_Bldg H _-- _----_-` (DATE I —_ �_— 12/4/2007 J ICHILLER AND TOWER SUMMARY - - - -r..._ - Equipment Name Equipment Type— Oty_tEfficiency 1 I Tot. Tons Oty 'GPM ! BHP PUMPS Motor , Drive I Pump Eff. ! Eff. Control 1QHW BOILER SUMMARY 1 1 System Name ! Systeype I Rated Distribution Type IOty Input I � Vol. ?Condition (Gals.) i Status Energy - Standby i Factor ': Loss or I or RE Pilot I ANK INSUL. Ext. R Val. - - - -r..._ — - i --�,- 1 - 1 MULTI -FAMILY CENTRAL WATER HEATING DETAILS — -- __ Hot Water Pump -- _ Control _— —__ it HP Hot Water Piping Length T e In Plenum I _Outside ft r Add 1/2" Buried — ! Insulation CENTRAL SYSTEM RATINGS — HEATING AuzT I ! COOLING i Condition _ r —System Name System Type Qty Output!—r --Eff.- —rt --t Effieenc Economizer Type Carder50HJ0006-5 w! I i DCV Packaged DX 2 56,200( 0.a i 7.70 HSPF11 61,000i13.0 I SEER ! 11.0 EE�— New [Diff. Enth (Integrated) I Carrier 50HJQ007-5 w/-- ! DCV _-- ;Packaged DX i L5 69,000 0. 2.20 COP! 76,000!11.0 i EER ! NewlDiff. Temp (Integrated) ! I 4 ENTRAL SYSTEM FAN SUMMARY BET -- { 1 Motor Drive I I i�Mot�or Fan Type [_Motor Location CFM —BHP I Eff. ! —Eff. , _- CFM BHP I ! Drive Eff. Eff. ,Carrier 50HJQ006-5 w/ !Constant Volume _ — — ; (Draw -Through 2,000i 1.071 82.5%i 97 0%1- ! !Carrier 50HJQ007-5 w/ ,DCV -Constant Volume (Draw -Through ; 2,400' 1.651 97.0% ! none[ I , -------------- I --�-- [ r - - I ! -_-- ---- Run Initiation Tim e 12/04/07 11;13:29 unCode:----11967956---- (_— EnergyPro 4.4 by EnergySoff -- User Number: 3137 Job Number: 2006796.000 Page:8 of 9 [MECHANICAL EQUIPMENT DETAILS Part 2 of 2 MECH-5-C PROJECT NAME Komar Desert Center - Bldg H ----,-IDATE 12/4/2-007 ZONE TERMINAL SUMMARY F—,------FERMINAL UNIT System Name System Type Heating Cooling Qty. Min CFM Reheat Ratio Coll Motor CFM BHP Eff. DrIv Eff. Zone Name r 4 1EXHAUST FAN SUMMARY EXHAUST FAN 1 i EXHAUST FAN Room Name pt . F BHP Motor Eff. Drive E I I Motor; Drive Room Name aty. CFM BHP Eff. i Eff. H4 Re3trm 1-0! 100 0.10 49.0-/ 97.0%� —1 r i H2 Restrml- 1.01--100 0.10 49.0-/.! 97.0%11A Run Initiation Time: 12/04107 11:13:29 Run Code: 1196795609 =--0— n A k- 1 1— Al—k— q, q7 —.1— — John R. Hawkins Fire Chief Proudly serving the Unincorporated Areas of Riverside County and the Cities of - Banning Beaumont 4. Calimesa . Canyon Lake .;. Coachella Desert Hot Springs Indian Wells 4. Indio Lake Elsinore La Quinta 4. Moreno Valley Palm Desert .• Perris 4. Rancho Mirage ev San Jacinto Temecula Board of Supervisors Bob Buster, District I John Tavaglione, District 2 Jim Venable, .District 3 Roy Wilson, District 4 Marion Ashley, District 5 RIVERSIDE COUNTY FIRE DEPARTMENT ' In cooperation with the ` California Department of Forestry and Fire Protection 210 West San Jacinto Avenue • Perris, California 92570 • (909) 940-6900 • Fax (909) 940-6910 June 5, 2007 Neil Dixon SGPA Planning & Architecture 1545 Hotel Circle Suite 200 San Diego, Ca. 92108 Re: Building Plan Review Komar Desert Center 79-825 Highway 111 Buildings B, C, D. E, F, H Fire Department personnel have reviewed and approved the plans you submitted for the above referenced project. Please be advised the following conditions apply as a part of the conditions for the issuance of a building permit. J 1) These conditions are for a shell building and will receive a shell final only. No fire and life safety clearance will be issued for a tenant space until the specific occupancy classification has been established and tenant improvement plans have been'reviewed and conditioned by the Riverside County Fire Department. 2) Fire Department approval is based upon the 2001 CBC requirements for Group B occupancies. It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy per Sec. 307 of the 2001 CBC. 3) Repair work and/or maintenance using open flame equipment, welding or the use of Class I, II, or III -A liquids are prohibited. 4) A combination of on-site and off-site Super wet barrel fire hydrants (6" x 4" x 21/2" x 21/2'), on a looped system shall be located not less than 25' or more than 165' from any portion of the buildings as measured along approved vehicular travel ways. The required fire flow shall be available from any adjacent hydrants in the system. The following conditions must be met prior to occupant. t 5) Fire sprinkler system plans for the tenant improvement area must be submitted to the Fire Department for review, along with a plan/inspection fee. A licensed C-16 contractor will have to Submit plans for review and approval and modify the fire sprinkler system in accordance with NFPA 13, 1999 Edition. A licensed C-16 contractor shall do all sprinkler work and certification. The approved plans, with Fire Department Job card must be at the job site for all inspections. 6) As may be necessary to maintain proper fire sprinkler protection due to constructions changes, fire sprinkler system plans for the tenant improvement area may be required to be submitted to the Fire Department for review, along with a plan/inspection fee. The sprinkler system will have to be modified and designed in accordance with NFPA 13, 1999 Edition. A licensed C-16 EMERGENCY SERVICES DIVISION • PLANNING SECTION . INDIO OFFICE 82-675 Highway 111, 2n° FI., Indio, CA 92201 . (760) 863-8886 • Fax (760) 863-7072 contractor shall do all sprinkler work and certification. The approved plans, with Fire Department Job card must be at the job site for all inspections. 7) Whenever sprinkler overhead mains of 4" size or larger are provided, the Riverside County Fire Department requires documentation from a structural engineer that the roof structural members will be capable of supporting the weight of the water filled mains and attached lines. Provide appropriate detailed documentation, with a wet stamp and signature, by the project structural engineer. I Buildings/facilities 8) Provide either a separate Knox Key Lock box, Model 4400, 3200 or 1300, mounted per recommended standard of the Knox Company or provide key(s) for inclusion in the general building Knox Box. If the building/facility is protected with a fire alarm system or burglar alarm system, the lock boxes will require "tamper" monitoring. Special forms are available from this office for the ordering of the Knox Box. This form must be authorized and signed by this office for the correctly coded system to be purchased. 9) Provide keys to the tenant space for inclusion in the main building Knox Box. Key(s) shall have durable and legible tags affixed for identification of the correlating tenant space. 10) If the building/facility is protected with a fire alarm_ system or burglar alarm system, the lock boxes will require "tamper" monitoring. 11) If the facility requires Hazardous Materials Reporting (Material Safety Data sheets) the Knox Haz Mat Data and Key Storage Cabinet, Model 1220 or 1300 with tamper switches shall be used. If the building/facility is protected with a fire alarm system or burglar alarm system, the lock box will require "tamper" monitoring. Other reouirements: 12) Directory display boards will be required adjacent to each roadway access to the development. These shall be an illuminated diagrammatic representation of the actual layout that shows the name of complex, all streets, building designators, unit numbers and fire hydrant locations within the complex. These directories shall be a minimum of 4' x 4' in dimension. Addressing of buildings and units shall conform to the Riverside County Addressing Policy. Additional information and details may be obtained by contacting the Fire Department Planning staff. 13) Install panic hardware and exit signs as per Chapter 10 of the 2001 CBC. 14) All egress doors shall comply with CBC Sec. 1003.3.1.8 for proper door hardware and as noted on Sht. of the building plans. ' I 15) Prior to final inspection of any building, the applicant shall prepare and submit to the Fire Department for approval, a site plan designating required fire lanes with appropriate lane painting and/or signs. 16) Certain designated areas will be required to be maintained as fire lanes. 17) Install portable fire extinguishers per Title 19, but not less than 2A10BC in rating. Contact a certified extinguisher company for proper placement and spacing of equipment. 18) If the building is used for high piled/rack storage, the building construction and fire sprinkler system must meet 1999 NFPA 13 and Article 81 of the 2001 CFC. EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 82-675 Highway 111, 2nd FI., Indio, CA 92201 • (760) 863-8886 • Fax (760) 863-7072 19) Shelving, counters, etc:, must be in place, however, no merchandise may be placed in the building prior to inspection. 20) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12" for building(s) up to 25' in height, and 24" in height for building(s) exceeding 25' in height. In multi -tenant buildings, businesses shall post the business name and suite number on back doors as well as the front. Suite numbers or letters must be a minimum of 6" in height. All addressing must be legible and of a contrasting color with the background and adequately illuminated to be visible from the street at all hours. , - 21) Electrical room door shall be posted "ELECTRICAL ROOM" on the outside of door. 22) Room capacity shall be posted in a conspicuous place on an approved sign near the main exit from the room. 23) A durable sign stating "This door to remain unlocked during business hours" shall be placed on or adjacent to the front exit doors. The sign shall be in letters not less than one inch high on a contrasting background. I ' Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. i Applicant/installer shall be responsible to contact the Fire Department to schedule inspections Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760) 863-8886. All questions regarding the' meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Sincerely, i Tracy Hobday Chief Fire Department Planner By- i /Bb Sonia Cooley rich Fire Safety Specialist ; ms Inspector 4 EMERGENCY SERVICES DIVISION • PLANNING SECTION • INDIO OFFICE 1 82-675 Highway 111, 2nd A., Indio, CA 92201 9 (760) 863-8886 • Fax (760) 863-7072 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 $0.42 X 66,039 S.F. or $27,736.38 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 CC/Bank of America - Clint Knox Name on the check By Dr. Doris Wilson Superintendent Check No. 417710296 Telephone Funding Commercial LJ v Z. Fee collected /exempted by Shar, n MC $27,736.38 II rey Payment Recd $0.00 � �.e % -,Over/U�der' Signature C r NOTICE: Pursuant to Government Code Section 66020(d)(1), this will se e t 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 wilding 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 District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original- Building Department/Applicant Copy -Applicant/Receipt Copy - Accounting A division of Imper al In igation District S 1-600 Avenue 5B - La Quinta, CA 92253 • www.iid.com 1"INOW-1101 Komar Investments, LLC Atte: Clint Knox 23 Corporate Plaza, Ste. 247 Newport Beach, CA 92660 May 15, 2007 Subject: Available Short Circuit Current Calculation for Komar Desert Center, for Building H, 79-715 Hwy. 111, La Quinta, CA for q Service Voltage ' 120/208V, 3 Phase,1600A Panel. Dear Mr. Knox: The available Short Circuit Current at the secondary terminals of the transformer is 32,600 Amps RMS Symmetrical at 208 volts. This is based upop the following information: 1) Transformer size: 500 KVA 2) Transformer impedance: 4% 3) Primary voltage: 7,200/12,470Y volts 4) Secondary voltage: 208 volts 5) High -side KVA available: 185,000 KVA 6) Transformer connection: Wye/Wye 7) No motor contribution to fault current. Please contact me should you have any questions, at (760) 398-5820. Thank You, Carlos Partida Project Manager CP/ms S ECFAULT.Ltr:KamarDesertCenterBuildingH