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COMM (9907-056)56850 Madison St 9907-056 LICENSED CONTRACTOR 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 Professionals Code, and my License is in full force and effect. License #/ j Lic. Class / f Exp. Date 28 / / 11 03!31 /2 it ,Date r Signature of Contractor/ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) 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 & Professionals Code). ( ) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section B&P.C. for this reason Date Signature of Owner 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 & policy no. are: Carrier Policy No. a URICY7 M.S. M WC 61331019650",, (This section need not be completed if the permit valuation is for $100.00 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 the workers' compensation laws of California, and agree that if I should become subjectto the workers' compensation 'provisi.,Sn-of Section 3700 of the Labor Code I sh CI fort with comply with those prisions. te: 1/11 Applicant Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his 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 applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if 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 information is correct. I agree to comply with all City, and State laws relating to the building . construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for insgpection purposes. t • c Signature (Owner/Agent) /• ^"- Date BUILDING PERMIT PERMIT# y94.17.f). b DATE VALUATION $$32,6161 20 LOT A TRACT 2lt838-1 JOB SIfEl ADDRESS S-- 0 6-8MADISONST E -E APN 761-15100-004 OWNER CONTRACTOR / DESIGNER / ENGINEER KS 1, Dr, VE Lt7:QME11--JT CORP 1n'.SL. TaF1• .LnPMFM1 Ct71t1'C3M1717:I 56-110 PC.1A BLVD 56.140 VGA F31.V O 1,.A QUINrA CA, 92253 I.A. QUFK.rA. CA 92253 (760)564.7116 CBIA 4676 USE OF PERMIT COMMERCIAL PGA WEST GATis HOUSE WADISGN AT LEG ".S WAY-) 0r.1Cis ° 1713 `V1.14 3%00 S.i iV : -- C'Obi tt:ktClAi: 355.00 £+ I '( Iii;i.ffi;A"i'1t:1 f3fit1.f1U SN .;1 S -IMAT D COST OF CON.S►TRU lxOIN 32,611.';1 PIt,RINUT'rl FEESUMMARY 1'LAN CM -CK FEE t 0 i -000-1t 39-31 K S197.60 lg1`tgC'2tff"►IQ1d Hf t? lfti-(lfiii-dlli,fi(1(1 c.;nZ.fx► Ml:c;HN41r.X, M4.1 t3t fit30-4x3-OOf7 V1.50 6s.ECT`tliCALFLl5 $18,14 PLUMB,tN(3 FEC 33q.t10 ORAIII W1Fh'f' (01-X)0-42; 40) $2±1.00 r,',3i?.f2 >,.;'1'ltf)t_"'C(;I2L' 1'i:?t? 22:+-[ {►0--143.332 SL ►SO.fS) ,IltONG &Ar?uad FEZ - COI' JIM I t3Q- W'1741-000 sc)145 .x-10 S►Jf340TAI, CO'NKM iC; t'KfN .AND PLAN ("liWXI x2,0171) LSS EPICC-1'AID FEES $0.00 Tt3'1'AL MRAII-l; :1+'3 0% DUE' N01V 1 s2,(►17.'n l RECEIPT (DATE I BY y :/ I DAT9F NA EYn I INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs I Underground Ducts Forms & Footings #y Ducts Slab Grade 77 Return Air Steel Combustion Air Roof Deck Exhaust Fans OX to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans 8 Controls Party Wali Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final BLOCKWALL APPROVALS POOLS - SPAS . Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Se oer Lateral Pool Cover Sew Connection Encapsulation iping Gas Test / Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: / >v cr T • /"I A4 f] I.'- BOX 1504 Building ( c , r LeCX15, &4ICO NTACCALFORNALLE PA92253 Address l Mailing 15S — 140 ,Q W — I Address ( City( ,rti lZip Z ITel. ISR • -'Wi7 Addres's State Lic. — & Classif. `"12J ^ ( $3 City Lic. N Arch., Engr., Designers II / Address _ _ _ Tel. 4-1 _XJ I 1 611!.tt./ti ILJY/t — f 1 w 'Z `/1 I _/ State V Lic. # t LICENSED CONTRACTOR'S DECLARATION ,I.hgYeb affirm that I am 111cen.ss.d under Drovisions of Ch Ater 9 (commehciwith Section 7000) of ivision 3 of th inand `Professions Cotle ntl my Ii ens 's n.full forte and este' GN TUR + DATE OWNER -BUILDER DECyARATION I hereby affirm that 1 am exempt from the C ntractors License Law for the following reason: (Sec.,.:7,031.5. Business and Professions de: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its Issuance also requires the applicant for such permit to rile a signed statement that he is licensed pursuant to the provisions or the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 or the Business and Professions Code. or that. he 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 ($500). I: 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; Buisness and Professions Code:The Contractor's License Eaw.rdoes not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such 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 did not build or improve for the purpose of sale.) 11 I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the. project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does 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.) I 0 1 am exempt under Sec. B. & P.C. for this reason fy Date Owner f I WORKERS' 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 n Copy is filed with the city. ❑ Certified copy is hereby furnished. r CERTIFICATE OF EXEMPTION FROM `. .ti r\ WORKERS' COMPENSATION INSURANCE " (Thls section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) , I certify that in the performance of thg work for which this permit is issued, I"shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. 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. CONSTRUCTION LENDING AGENCY Ihereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to 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. 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. Signature of applicant Date Mailing Address City, State, Zip -7 -O5 APPLICATION ONLY BUILDING: TYPE'CONST. OCC. GRP. P. Number Legal Description Ltt PT• c F C: 2--9Li9 q ,t Project Description 1 L11 r—A - kACQ J . Sq. iz Ft. f . StoNo.ries /{ NO. s Sizey Stories ,j Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ co irgc : " aI L geneq 44fil 7i9 -o564- I lii9 X 4- 8 4 '&) K PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure f' ! TOTAL q, a 9 ' AMOUNT 'O/'o-% REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION Coachella Valley Unified School District P.O. Box 847, Thermal, CA ' 92274 (760) 399-5137, Ext. 235 I his Box For District Use Ohl DEVELOPER FEES PAID AREA: AMOUNT: RCPT N: CK N: CASH: INITIALS: DATE: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: PGA West Date: July 8, 1999 Owner's Name:, KSL Devl eopment Corporation Phone No. ( 76.0) 564-7166 Project Address: 56-850 Madison Street La Qui nta CA 92253 Project Description: 1 Office Type_ - Gate House ApN 761-500-004 Tract #: Lot #'s: Type of Development: Residential Commercial XX Industrial Total Square Feet "of Building Area: 358 Sq.Ft. Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement y under penalty of perjury and further represents that he/she is aujhoriz f to sign on behalf of the owner/developer. Dated: July 8, 1999 Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING:' (CIRCLE ONE) ---,.-Education Code G v. Code Project 17620 65970 Approval Number of Sq.Ft. 358 Amount per Sq.Ft. $ Amount Collected $ 110.98 By: Agreement Existing Not Subject to Fee Prior to 1/1/87 Requirement Note: Foch "Tut" Pensis. Assistant Superintendent Administrative Services Administrator in Charge Certificate issued by: ELSA F. ESQUEDA aci ries Analyst Section 66020 of the Government Code asserted by Assembly BI&3081, effective January 111997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees,. mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to.advise you that,the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, -whether payable at this time or in whole or in part prior to Issuance of a Certificate of Occupancy: As in the latter, the 90 days starts on the date hereof. City of La Quin.ta Developers Project Approval Form. Prior to the issuance of Building Permits for the project listed below, the following Departmental clearances must be obtained. Please return this form to the Building and Safety Department only after approval. .Contact applicant for resolution. of conditions preventing or delaying approval. Project: Gatehouse entry to Rielly Homes (plans in Bldg. Dept 0 a✓ Out for corrections'Oz-- ask if needed)W -- i Rielly Homes at PGA West, 56=850 Madiso Street Applicant Contact: KSL Development Application /Circulation Date Date Community Development Department CSS Christine di Iorio, Planning Manager Date - Public Works Department Steve Speer, Senior Engineer Date Building and Safety Department V~ Mark Harold, Building and Safety Department Manager Date Health Department o. Fire Department Schools Fees Paid Date Date Date spy 1 James M. Wright Fire Chief Proudly serving the unincorporated areas of Riverside County and the cities of: Banning 9 Beaumont A Calimesa a Canyon Lake Coachella Desert Hot Springs 41 Indian Wells 0 Indio O Lake Elsinore A La Quinta A Moreno Valley 0 Palm Desert 0 Perris 0 Rancho Mirage A San Jacinto 0 Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jim Venable, District 3 Roy Wilson, District 4 Tom Mullen, + District 5 RIVERSIDE COUNTY FIRE DEPARTMENT M cooperation with the California Department of Forest7y and Fire Protection 210 West San Jacinto Avenue • Perris, California 92570 • (909) 940-6900 • FAX (909) 940-6910 May 11, 1999 To: Forrest Haag 250 Newport Center Drive, Suite 104 Newport Beach, CA 92660 Re: TM28838 Gatehouse I & II @ PGA West Fire Department personnel have completed a review of 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. 1. Fire Department approval is based upon the 1994 UBC requirements for Group B occupancies. It is prohibited to use, process or store any materials in the occupancy that would classify it as an H occupancy per Sec. 307 of the 1994 UBC. 2. The required fire flow of 1500 gpm @ 20 psi shall be available from a (Standard/Super) hydrant(s) (6" x 4" x 2'/Z" x 2'/2") located not less than 25' or more than 165' from any portion of the building(s) as measured along approved vehicular travel ways. 3. Provide written certification from the appropriate water company that hydrants will be installed and will produce the required fire flow. Gate, Power Operated (driveway/road with powered gates). 4. Install Knox key operated switches, series KS -2P with dust cover, mounted per recommended standard of the Knox Company. Special forms are available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. 5. Operation of the Knox key switch shall simultaneously open and control the gates for both directions of travel. 6. Gate entrance openings shall be not less than 16 feet in width. All gates shall be located at least 40' feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the road. Gates shall have either a secondary power supply or an approved manual means to release mechanical control of the gate in the event of loss of primary power. 7. , Gates shall have either a secondary power supply or an approved manual means to release mechanical control of the gate in the event of loss of primary power. OTHER REQUIREMENTS: 8. Install portable fire extinguisher's per NFPA, Pamphlet #10, but not less than 2A1 OBC in rating. Contact certified extinguisher company for proper placement of equipment. EMERGENCY SERVICES DIVISION ♦ PLANNING SECTION , O INDIO OFFICE 82-675 Highway 111, 2nd FI., Indio, CA 92201 S (760) 863.8886 0 Fax (760) 863-7072 I 'A j{ _ TM28&38 May 11, 1969 Gatehouse I & II @ PGA West Page 2 9. Automatic gate operations is not a part of the Fire Department approval of these plans. 10. Approved building address shall be placed in such a position as to be plainly visible and legible, from the street. Said numbers shall contrast with their background. 11. 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. 12. Smoke detectors shall be Listed forcommercialapplication. Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. A reinspection fee will be required to be paid if more than one (1) inspection is necessary. y Requests for inspections are to be made at least 24 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, FRANK KAWASAKI Chief Fire Department Planner By Walter Brandes Fire Safety Specialist F1PETWPDATA% AOUINTA1P(;4_WESTIORD MSE.WPD of Occup-ancyCerfif cafe City,of La Qu'inta Building and Safety Department OF This Certificate issued pursuant to. the requirements of Section 109 of the Uniform Building Code, certifying that, at the time of issuance, this structure was in compliance with the various ordinances of the. City regulating building construction or use. For the following: BUILDING ADDRESS: 56-850 MADISON Use Classification: 'COMMERCIAL - Bldg. Permit No.: 9907-056 Occupancy Group: B Type of Construction: VN Land Use Zone: RL Owner of Building: KSL DEVELOPMENT. CORP., Address: 56-140 PGA BLVD City: LA QUINTA, CA., 92253 By: DANIEL P. CRAWFORD JR. Date: 1/17/01 Building Official POST IN A CONSPICUOUS PLACE ; • 1 C17y o6: I AUG ..9 RECD SOUTH DAST BUILDlivG ANL SAFE7Y ARCRII[EIS August'6, 1999 Building Department City of La Quinta - 78-495 Calle Tampico - P. O. BOX 1504 La Quinta, Ca 92263 BUILDING PERMIT NO. 9907-056 To the City of La Quinta: Please note that the call -out for cast iron plumbing -has been revised to ABS plumbing for Gate House 1, off of Legends Way and` 56- 58 Madison and gate house two, off of Weiskopf and Madison. The building permit number for the former and the latter is 9907-056. The above revisions have been changed at the owner's request and complies with the City of La Quinta building code and the current UPC. This memo is provided for your record. Sincerely, SOUTH COAST ARCHITECTS Frank Stolz, A Principal ..13 Corporate Plaza, Suite 210 Newport Beach, California 92660 (949) 720-7022 ro- N r e STRUCTURAL CALCULATIONS for ; PGA WEST - ENT R, - INTA ,. MADISON ST. A D EEG NIQ$,,--WAY A TMEN , LA QUI TA CA t" r^V T0 , Le 1 i if ALL.A I'IQN AS PER KSL Land Corporation Aim ALL APPLICABLE CODES i Ar lW, !/9 BY 1 Forrest K. aag .. , 1 Prepared By: Dale Christian, S.E. Inc. 1748 West Katella Avenue 1 Suite 208 - Orange, CA 92867 1 22 March 99 o Q OF Essio I 1 5rn J, sr. P j 90MVI q OF. C 1 % EXPIRES 3/,11/02. A - � - DALE CHRISTIAN/ •. La Quinta t � ,. >>� . - -� ' 99025 r '�� JOB NO : STRUCTURAL ENGINEER, INC: t, ;F x, `AB' CONSULTING & DESIGN. - `` PGA West - Gate House 1,, r BY 1748 west Ka[elia Avenue Suite 208 - .. . . DATE, 03/16/99 ' Orange. CA 92867 F y >G-1 714-997-1145 FAX 714-997-3857 SH. ' ROOF LOADS Roof Pitch = '3.0 / 12 ' D.L. Roofing Sheathing 10.0 psf -1.5 Framing 2.3 ' Misc. 1:0 14.8 psf x 12.4 / 12 = 15 psf Ceiling 3.0 ' 17.8 psf x 12.4 / 12 =F 18 psf ' L.L. 20..0 psf. CEILING LOADS D.L. Ceiling 2.2 psf , Framing 2.0 r I' ' Misc. 0.8 5.0 psf L.L. 10:0 psf , r DALE CHRISTIAN/ "' JOB NO . - STRUCTURAL ENGINEER, INC. La Quinta 99025.. ti CONSULTING & DESIGN PGA West -Gate House 1 BY ;* , AB 1748 Wes[ Karelia Avenue DATE .y :03/16/99 ' Suite 206 - .. - Orange. CA 92867 714-997-1145 FAX 714-997-3857 SH. , . G-2 1 SHEAR WALL SCHEDULE 1997 UNIFORM BUILDING CODE 'MARK. MATERIAL NAILING NOTES V,allow REMARKS 3/8" APA RATED 8d @ 6" oc EN NOTES: ' 1 ALL EDGES SHALL BE BLOCKED, 7 STRUCTURAL.PANEL ' 1 260 TABLE 23 -II -1-1 P.LI.: 24/0 8d @ 12" oc FN 3/8" APA RATED 8d @ 4" oc EN 9 STRUCTURAL PANEL 1,3, 380 TABLE 23 -II -1-1 P.I.I.: 24/0 8d @ 12" oc FN 3/8" APA RATED 8d @ 3" oc EN 10 STRUCTURAL PANEL -1,3 500. TABLE 23 -II -I-1' P.I.I.: 24/0 8d @ 12" oc FN 3/8" APA RATED 8d @ 2" oc EN 11 STRUCTURAL PANEL 1,2,3 635 TABLE 23 -II -1-1 P.I.I.: 24/0 8d @ 12" oc FN . 15/32" APA STRUCT I RATED 10d @ 2" oc EN 12 STRUCTURAL PANEL 1,2,3 870 TABLE 23 -II -1-1 P. -IJ.: 32/16 10d @.12" oc FN NOTES: ' 1 ALL EDGES SHALL BE BLOCKED, 2 3x FRAMING SHALL BE USED AT ALL ADJOINING EDGES ' 3 3x FRAMING SHALL BE USED AT ALL FOUNDATION SILL PLATES _r DALE CHRISTIAN/ ' ,. f : :uanta .: 6 ' JOB NO ,99025 STRUCTURAL ENGINEER, INC. - La Q CONSULTING & DESIGNgY PGA West - Gate House 1 AB' ' 1748 West Karelia Avenue Suite 208 , DATE .03/16/99 Orange. CA 92867 714-997-1145 FAX 714-997-3857 SH. FRMG-1 ROOF FRAMING - GATE HOUSE 1 Framing: Roof is to be conventional framing. ' Roofing: Clay the Pitch: 3 : 12 - ; ' Loads: Refer to Sheet G-1 'LL: DL: 18 psf Including ceiling weight 20 psf TL: 38 psf Typical Roof Rafter L = 9.00 ft. Loads: TL FLL+DL . DL At To Load Derivation: r wl,plf = 51 24 24 0.00 9.00 ft. Roof*1.33 R1 = . 227 108 108 lbs V reduced at Neither Support R2 = 227 108 108 lbs Vmax ----> 227 lbs' ' At x = 4.50 .ft V,x = 0 lbs M = 6.1 in -kips Try:. b = 1.5 in Case: 1 Total Load ' d = 7.25 in LDF = 1.25 RM = 1.15- A = 10.88 in^2 Fv = 119 psi fv = 31 psi 26.4% S = 13.1 in^3 Fb.= 1509 psi fb = 467 psi }. 31.0% 2x8 DF #2 I ^ 48 in^4 E= 1600 ksi d,TL = 0.10 in L /. 1103 d,LL = 0.05 -.'in L % 2096 Continuous Ridge Beam ; L = 10.83 ft. Loads: TL FLL+DL DL At To Load Derivation: ' wl,plf =. w2,plf = 342 162 162 0.00 190 90 90 5.75 5.75 ft. 10.83 ft. Roof*9 Roof*5 _ R1 = 1671 791 791 lbs V reduced at Neither Support R2 = 1261, 597 597 lbs Vmax =---> 1671 lbs > ' At x = 4.88 ft V,x = 0 lbs . M = 49.0 in -kips Try: b = ; 3 in Case: 1 Total Load d = 9.25 in LDF = 1.25 RM = 1.00 ' A = 27.75 in^2 Fv = 119 psi fv =; 90 psi 76.1% S = 42.8 in^3 Fb = 1203, psi fb "= 1145 psi 95.2% (2) 2x10 DF #2 I = 198 in^4 E = 1600 ksi d,TL = d,LL = 0.27 in L / 477 0.14 in L / • 90.7 a x 4x12 DF #2 Flush Beam w/ point load below Tower wall ' j , f 8.50 ft. DALE CHRISTIAN/ - • " •, - La Quints JOB NO , 99025 DL At To Load Derivation: . STRUCTURAL ENGINEER, INC. wtl,min =. = 181 141 233 166 = 15*7+Roof*2 15*7+Roof*5.5*2.75/4.5 CONSULTING & DESIGN 181 141 141 8.50 ft. BY AB 15*7+Roof*2 1748 West Kateua Avenue PGA West -Gate House 1 15*7+Roof*5.5*2.75/4.5 ' P1,lbs = 'Suite 208 302 4.25 ft. DATE 03/16/99 ' R1 = 1150 802 Orange. CA'92867 Neither Support F' 1150 802 802 lbs Vmax 714-997-1145 FAX 714-997-3857 1150 lbs + SH. FRMG-2 4.25 ft V,x =' 0 Ibs at P1 M = 37.2 in -kips. Try' b = Typical Header Case: 1 Total Load ' ' L= Loads: 3.00 ft. TL FLL+DL DL At To Load Derivation: S = wl ,plf = 222 105 105 0.00 3.00 ft. Roof*10.25*10.25*0.5/9 I = R1 = 333 158 158 lbs V reduced of Neither Support ' R2 = 333 158 158 lbs Vmax ----> . 333 lbs At x = 1.50 ft V,x = 0 lbs M = 3.0 in -kips Try: b = 3.5 in Case: 1. Total Load ' d = 7.25 in LDF = 1.25 RM = 1.00 A = 25.38 in^2 Fv = 119 psi fv = 20 psi 16.6% ' S = I = 30.7 in^3 Fb = 1422 111 in^4 E= 1600. psi fb = iksi d,TL = 98 psi 6.9% 0.00 in L/ 15838 4x8.DF'#2 , d,LL = 0.00 in . L/ 30092 ' FI Bm w/ point load at Tower (supports hips) L = 8.50 ft. Loads: TL FLL+DL DL At , To Load Derivation: wl,plf-= 20 20 20 0.00 8.50 ft. 15*1.33 ' P1,lbs = 915 434 434 4.25 ft. Roof*4.25^2/3*4 R1 = 542 302 302 lbs V reduced at Neither Support ' R2 = At x = 542 302 302 lbs 4.25 ft V,x = 0 lbsat P1 Vmax ----> ,: M = 542 lbs 25.5, in -kips Try: b= 5.5 in Case: 1 Total Load ' d =• 5.50 in LDF = 1.25 RM = 1.00 A = 30.25 in^2 Fv = 106 psi fv = 27 psi 25.3% S = 27.7 in^3 Fb = 1,500 psi fb = 920 psi 61.3%, 6x6 DF #1 I = 76 in^4 E = 1600 ksi d,TL = 0.23 , in L / *450 d,LL = 0.10 in L / 1014 a x 4x12 DF #2 Flush Beam w/ point load below Tower wall ' L = 8.50 ft. Loads: TL FLL+DL DL At To Load Derivation: . 'max wtl,min =. = 181 141 233 166 141 0:00 It, 166 4.25 ft. 15*7+Roof*2 15*7+Roof*5.5*2.75/4.5 wt2,min = 181 141 141 8.50 ft. 15*7+Roof*2 max = 233 166 166 4.25 ft. 15*7+Roof*5.5*2.75/4.5 ' P1,lbs = 542 302 302 4.25 ft. R from Hip support beam R1 = 1150 802 802 lbs V reduced at Neither Support R2 = 1150 802 802 lbs Vmax ----> 1150 lbs At x = 4.25 ft V,x =' 0 Ibs at P1 M = 37.2 in -kips. Try' b = 3.5 in Case: 1 Total Load ' d = A = 11.25 in 39.38 in^2 LDF = 1.25 Fv = 119 psi RM = fv = 1.00 44 psi 36.9% S = 73.8 in^3 Fb = 1203 psi fb = 504 psi. 41.9% ., I = 415 in^4 E = 1600 ° ksi d,TL = 0.06 in L'/ 1682 d,LL = 0.02 in L / 5555 a x 4x12 DF #2 DALE CHRISTIAN/ I " ' - ' Quanta JOB NO 99025 ' STRUCTURAL ENGINEER, INC. La _ ,e CONSULTING & DESIGNBY PGA West - Gate House 1'' AB ` ' 1748 West Kateua Avenue 03/16/99 suite los - DATE ' Orange. CA 92867 i FRMG-3 714-997-1145 FAX 714-997-3857 SH . Flush Beam w/ point load abv Security Station L = 12.25 ft. ' Loads: TL FLL+DL DL At To Load Derivation: wl ,plf = 260 123 123 0.00 2.00 ft. Roof*(10.25*5.125/9+1) w2,plf = 260 123 123 10.25 12.25. ft. Roof*(10.25*5.125/9+1) ,min = 181 -141 141 2.00 ft. Roof*2+15*7 ' 'wtl max = 240 169 169 6.00 ft. Roof*5.5*2.75/4.25+15*7 wt2,min = 181 141 141 10.25 ft. Roof*2+15*7 - ' max P1,lbs = 278 187 1689 - 1341 187 6.00 ft. 1341, 2.00 ft. Roof*(5.5*2.75/4.25+1)+15*7 R1 from FI Bm +Downforce from Line 3 abv P2,lbs = -226 -226 -226 3.33 ft. Uplift from Line 3 abv P3,lbs = 539 539 539 8.75 ft. Downforce from Line 3 abv P4,lbs = 924 576 576 10.50 ft. R2 from FI Bm-Uplift from Lineabv R1 = 2956 2095 2095 lbs V reduced at .3 Neither Support , R2 = 2828 1945 1945 Ibs Vmax ----> 2956 lbs At x = 6.48 ft V,x = 0 lbs M=- 88.9 in -kips Try' b = 5.5 in Case: 1 Totalload ' d = A = 11.50 in 63.25 inA2 LDF =. 1:33:` RM = Fv = 113 psi fv = 1.00 70 62.0% S = 121.2 inA3 Fb = 1796 psi fb = - psi 733.. psi 40.9% 6x12 DF #1 1 = 697 inA4 E = 1600 ksi _ d,TL = 0.1.8 in L/ 819 d,LL = 0.05 in Flush Beam w/ wall abv at Office/Security Station L = 8.83 ft. ' Loads: TL FLL+DL DL, At To y Load Derivation: ' wl,plf = 135 135 135 0.00 3.50 ft. Ceiling*9 = 199 249 249 3.50 8.83 ft. Roof*0.5+Ceiling*9+15*7 'w2,plf wtl,min = 38 18 18 3.50 ft. Roof*1 max = 125 59 .59 7.50 ft. Roof*5.33*5.33'0.5/4.33 w12,min = 101 48, 48 8.83 ft. Roof*4*2/3 ' max = 125 59 59 0.00 ft. Roof*5.33*5.33*0.5/4.33 P1,lbs = - 1689 1341 1341 3.50 ft. R2 from FI Bm+Downforce from. Line 4 abv R1 = 2344 1885 1885 lbs V reduced at Neither Support R2 = 2201 1882 188.2 -lbs Vmax ----> 1885 lbs - At x = 3.50 ft V,x = 0 16s at P1 - M = .65.0 in -kips Try: ' b = d = 3.5 in 11.25 in Case: 2 F,LL + DL LDF = 1.33RM = 1.00 - A = 39.38 inA2 Fv = 126 psi fv = ' 72 z psi 56.8% S = 73.8 MA3 Fb = 1280 psi fb = . 881 psi 68.8%. 4x12 DF #2 I = 415 inA4 E = 1600 ksi d,TL = 0.11 in L / 926 - d,LL = 0.00 in -. DALE CHRISTIAN/ i s ..:, . . ' y s JOB NO.' ' 99025 ' STRUCTURAL ENGINEER, INC. La Quinta CONSULTING & DESIGN -PGA West - Gate House 1 BY r "' AB . 1748 West Karelia Avenue Suite 208 r DATE 03/16/99 ' Orange. CA 92867 _ 714-997-1145 FAX 714-997-3857 SH. FRMG-4 Cant. Drop Beam at Security _ L = 6.75 ft. c = 1.75 ft. ' Loads: TL FLL+DL DL At To Load Derivation: wl,plf = 51 24 24 0.00 8.50 ft. Roof*1.33 wtl,min = 15 15 15 8.50 ft. 15*1 = 34 34 34 0.00 ft. 15*2.25 'max P1,lbs = 333 158 158 8.50 ft. R2 from Hdr at Security Desk, R1 min = -83 128 lbs ,- R1 max = 212 128 128 lbs .' R2 max = 803 440 440 lbs Vmax ----> 969 lbs ` At x = 2.60 ft V,x = 0 Ibs, _ +M = 3.3 in -kips - r Try: -M = -13.5 in -kips b= 3.5 in Case: 1 Total Load d = 7.25 in LDF = 1.25 RM = 1.00 4 A = 25.38 in^2 Fv = 119 psi fv = 57 psi 48.3%' S = 30.7 ,in^3 Fb = 1422 psi fb'= 106 psi 7.5%, 4x8 DF #2 . I = 111 in^4 E = 1600 ksi. d,TL = . 0.01. in L / 6457 d,c = -0.05 in L/ -819 d,LL = 0.01 in L / 14674 Cont. Beam at Trellis (@ Ridge) L = 19.75 ft. Loads: TL FLL+DL DL At To Load Derivation: ' wl ,plf = 143 68 68 0.00 19.75 ft. Roof*7.5/2 R1 = 1407 667 667 Ibs V reduced at Neither Support R2 = 1407 667 667 lbs Vmax ----> 1407 lbs , At x = 9.88 ft V,x = 0 lbs M = 83.4 in -kips Try: b = 5.5 in Case: 1 Total Load '.A= d = 13.50 in LDF = 1.25 74.25 in^2 Fv = 106 RM = psi fv = 1.00 28 26.8% S = 167.1 in^3 Fb = 1666 psi fb = psi 499 psi 30.0% 6x14 DF #1 I = 1128 in^4 E= 1600 ksi d,TL = 0.27 in L / 877 ' d,LL = 0.14 in L / 1665 Cont. Beam at Trellis L = 19.75 ft. t Loads: TL FLL+DL DL At To Load Derivation: wl,plf = 188 89 89 0.00 19.75 ft. Roof*8.75*8.75*0.5/7.75 R1 = 1854 878 878 lbs V reduced at Neither Support ' R2 = 1854 , .878 878 lbs Vmax ----> 1854 Ibs. { At x = 9.88 ft V,x = 0 lbs M = 109.8 in -kips Try: , 'b= 5.5 in Case: 1 Total Load d = 13.50 in LDF. = 1.25 RM = 1.00 A = 74.25 in^2 Fv = 106 psi fv = 37 psi 35.2% ' S = 167.1 in^3 Fb = 1666 psi fb =. 657 psi 39:5% . - 6x14 DF #1 1= 1128 inA4 E= 1600 ksi d,TL = 0.36 in L / 665 d,LL.= 0.19 in L / 1264 - ' DALE CHRISTIAN/ JOB NO 99025 STRUCTURAL ENGINEER, INC. La Quanta CONSULTING & DESIGNgy AB 1748 West Katelia Avenue PGA West - Gate House 1 Suite 208 DATE, 03/16/99 Orange. CA 92867 714-997-1145 FAX 714-997-3857 SH. FRMG-5 1 - Typical Rafter at Trellis Spcg: 18 in o/c L = 7.17 ft. ' Loads: TL FLL+DL DL At To Load Derivation: wl ,plf = 57 27 27 0.00 7.17 ft. Ro6f*18/12 R1 = 204 97 97 lbs V reduced at . Neither Support R2 = 204 97 97 lbs Vmax ----> 204 lbs ' At x = 3.59 ft V,x = 0 lbs M = 4.4' in -kips Try: b = d = 3.5 in Case: 1 Total Load 3.50 in LDF = 1.25 RM = 1.00 A = 12.25 in^2 Fv =. 119 psi fv =. 25 psi 21.1% ' S = I = 7.1 in^3 Fb = 688 psi fb = 615 psi 89.5% 4x4 DF Std & Btr' 13 in^4 E = 1400 ksi d,TL = 0.19 in L / 444.. d,LL = 0.1.0 in 'L / 844 1 FOUNDATION Foundation is to be conventional slab on grade with continuous footings. ' Allowable soil bearing is 1300 psf at continuous footings and 1800 psf at isolated pad footings per original soils report by Buena Engineers, Inc., Job No: 86-04-209 ,Report No. 86-04-209 dated April -17, 1986; and per Soil Report Evaluation by Sladden Engineering, Project No. 522-7029-8213 dated Feb. 13, 1998; and per Report of'Observations & Testing During Grading prepared by Earth System ' Consultants dated October 30, 1998, File No. SS -7000-P1, Report No. 98-10-750. Uniform Load at Continuous Footings . w,max = 367 plf = Roof TL*10.83*5.42/9.33+15*10 Width = 0.2825, ft = 387/1300- 12" wide footing OK ' Allowable Concentrated Load at Uniform Footing 18" Deep,_ P,all = 8125 lbs = 1300*(36+1.5)*2*12/144 Concentrated Load at Continuous Footing 'Maximum P,max = -3385 lbs at R1 of FI Bm abv Security Station 18" deep footing OK DALE CHRISTIAN/ + its R' JOB NO.,'. 99025 STRUCTURAL ENGINEER, INC. La Quinta CONSULTING & DESIGN 5 BY, .AB, 1748 West Katella Avenue PGA West - Gate House 1 ; '} Suite 208 DATE'.,', 03/17/99 Orange. CA 92867 714-997-1145 FAX 714-997-3857 SH. LAT -2 1 p F erivation of Lateral Strip Loads Structure Geometry: Determine Structure Period. Pitch: 3.0. /12 ,280 2nd story: 7.00 . ft. plate Flr depth: . 1.00 ° ft * 1 st story: 1"0'00 ft. plate V,max = [ 2.5 C,a " I / R ] W,DL Wind Load - Method 1 (Normal Force Method) 1 Exposure:' C Speed:"770 '- mph - ' Ce = 1.06 0' to 15' Cq ="0:8' . at windward wall -elements C,e: Table 16-G 1 1.13 at 20' ` 0:5, at leeward wall elements 11Oi3 C,q: Table 16-H Location of max loaded element: 1.19 at 25' at windward sloping roof .1.23 at 30' ;0.7 : at leeward sloping roof. ' q,s: I,w = 12.6 `1.00 psf 'for. Occupancy Category 4 -, ° • Table 16-F Table 16-K P = C,e ' C,q ' q,s ' I C,e. interpolated for heights over 15'(20-1) Seismic Load - Allowable Stress Design Zone: 4 _ Soil Profile Type.SD. Seismic Source Type: $r Table 16-U Z:. 0:40- Table 16-1 N,a = 1.00 Site is 10 .. km to known seismic source (minimum) Table 16-S Ny = 1.00 Factors Na and N,v apply to Seismic Zone 4 only Table 16-T C,a = 0.44 r Table 16-Q C,v = 0.64 - Table 16-R 1 = ' 1.00' : for Occupancy Category 4 Table 16-K h,n = ; :18.00 , ft Lon itudinal Determine Structure Period. 1 C,t = 0:020' ' for light -framed buildings T = 0.1748 = C,t (h,n)A3/4 .^ 28 :.28- ,280 0.666 666 Design Base Shear: 1 * 0.048 V,base = [ C,v I / RT ] W,DL 1.000 V,max = [ 2.5 C,a " I / R ] W,DL V,min = C,a " I * W,DL 1 Seismic Zone 4 Only. V,min'= [0.8 ZN,v' I/R ] W,DL ' V,s= [p]* V / 1.4 Reliability/Redundancy Factor. - 1 A,b = 465 sq ft, ground floor . Location of max loaded element: . r,max' V,story = Total Story Shear (lbs): ' r,max (element -story shear ratio): p= 2 - 20 / (r,max ' SQRT[A,b]) h,n = ; :18.00 , ft Lon itudinal Transverse 5';5, .4'5' . .^ 28 :.28- ,280 0.666 666 0.814 0.200 0.244- .2440.048 0.048 0.048 (30-8) Table 16-N Table 16-N (30-4) <--- (30-5) (30-6) 0.058 0.071 (30-7) Vs = 0.143 0.175 (12-9) Note: Exceeds V,s ZIC/Rw=8 = .138 W,DL (1994 UBC) Use: Longitudinal Transverse Line 5 Line 8 1550 1792 ~ 2325'.._ :':> 2191 0.67 0.82 0.609 0.866 1.000 1.000 E= [p]* E,h + E,v (E,v = 0 for allowable stress design) DALE CHRISTIAN/ STRUCTURAL ENGINEER, INC. CONSULTING & DESIGN 1748 West Katella Avenue Suite 208 Orange. CA 92867 714-997-1145 FAX 714-997-3857 Derive Strip Loads: I Longitudinal Direction La Quinta PGA West - Gate House 1 . Note Value`of C'e af mean' ro'of' ' "«. Y°4`af ' ^r ? `I✓. }.a +J .#' 'x"., 3 # 3 i& cx . TMz . ,F fei htxused for. all leeward surfaces; L1 2 ,JOB NO. 99025 - BY ',AB DATE . 03/17/99 SH. L"AT-3 L1 2 Story condition d to ridge: 2.19 ._ 2.19 . 0.00 0:00. `. pitch: 3.0 /12 18.00 ft plate w,trib: 4.38 4.38 0.00 ; 0.00'-: ; h,avg = 18.55 It for 8.75 It Wind --------- Windward Surface ----------- ---------- Leeward Surface----------- h,top h,top h,bot h,eff C,e avg C,q' h,top h,bot- h,eff C,e avg C,q Roof: 18.55 18.00 0.55 1.1055 0.3 18.55 18.00 0.55 1.1055 0.7 Wall: 18.00 11.00 3.50 1.0810 0.8 18.00 11.00 3.50 1.0810 0.5 Seismic Roof: 0.143 * (Roof DL*10.75+15'3.5*2) 1 Story condition L2 1 Story condition d to ridge: 4.63 A,.,63, 0.00 &00 ; pitch: d to ridge: 9.25 0.00 0.00 0.00..> pitch: 3.0 / 12 10.00 ft plate w,trib: 20:00, .-0.010 .. '0.001 0.00-'.4 h,avg = 12.31 ft for 20.00. It Wind --------- Windward Surface ----------- ---------- Leeward Surface----------- C,e avg C,q h,top h,bot h,eff C,e avg C,q h,top h,bot . h,eff C,e avg C,q Roof: 12.31 10.00 2.31 1.0600 0.3 12.31 10.00 2.31 1.0600 0.7 Wall: 10.00 0.00 5.00 1.0600 0.8 10.00 0.00 5.00 1.0600 0.5. Seismic Roof: 0.143 * (Roof DL*21+15*(5+3.5)*2+10*5) Transverse Direction T1 2 Story condition d to ridge: .2.19. 2.19, 0 00 0.00 pitch: 3.0 /12 18.00 It plate w,trib: -4.38 : ; 4.38' h,avg = 18.55 It for 8.75 ft Wind --------- Windward Surface -- -------- ---------- Leeward Surface ----------- h,top h,bot h,eff C,e avg C,q h,top h,bot h,eff C,e avg C,q Roof: 18.55 18.00 0.55 1.1055 0.3 18.55 18.00 • 0.55 1.1055 0.7 Wall: 18.00 11.00 3.50 1.0810 0.8 18.00 11.00 3.50 1.0810 0.5 Seismic - Roof: 0.175 * (Roof DL*10.75+15*3.5*2) T2 1 Story condition d to ridge: 4.63 A,.,63, 0.00 &00 ; pitch: 3.0 /12 10.00 It plate w,trib: 9.25 9:25 000 - 0.00:!", h,avg = 11.16 It for 18.50 It Wind --------- Windward Surface ----------- ---------- Leeward Surface----------- h,top h,bot h,eff C,e avg C,q h,top h,bot h,eff C,e avg C,q Roof: 11.16 10.00 1.16 1.0600 0.3 11.16 10.00 1.16. 1.0600 - 0.7 Wall: 10.00 0.00 5.00 1.0600. 0.8 10.00 0.00 5.00 1.0600 0.5 Seismic Roof: 0.175 * (Roof DL*21+15*(5+3.5)*2+10*5) 70 plf 43 plf 118 plf, 98 plf 70 plf 52 plf 102 plf 119 plf 13 , , 1 /"'may' :'-': ; • DALE CHRISTIAN/ • JOB NO ' STRUCTURAL ENGINEER, INC. La Quinta .99025 CONSULTING & DESIGN BY `, AB " 1748 west Katena Avenue PGA West - Gate House 1 ' Suite 208 DATE.— 03/17/99 ' Orange. CA 92867 714-997-1145 FAX 714-997-3857 SH, LAT -4 ' Roof Level - Longitudinal Direction ecfion (@Tower) ' Line: 1 L,wall: 8.75 ft - V,wind = 307 lbs = L1 R*8.75/2 = 307 lbs V,seis = 187 lbs Type #7 v,wall = 35 plf A35's 48 in o/c Ltop pit = 8.75 ft Alt: Use LS50's ' v,top pit = 35 pif Wall 1: 8.75 ft I Floor Hldn ' Ht = 7.00 ft h/cl = 0.80 * OK OTM = 2144 ft -lbs ' RM = 3139 ft -lbs = , 2/3*(Roof DL*1+15*7)*L,wall^2/2 No Holddowns req'd Uplift= -114 lbs ' Direction: L 10 v,wall (long): 213 0 0 10 v,wall (tran): 0 0 0 Line: 2 L,wall: 8.75 ft V,wind = '307 lbs— L1 R*8.75/2 = 307 lbs V,seis = 187 lbs - Type 47 v,wall = 35 plf A35's 48 in o/c L,top pit = 8.75 ft Alt: Use LS50's ' v,top pit = 35 plf Wall 1:. 8.75 ft Floor Hldn Ht = 7.00 ft h/d = 0.80 * OK * _ OTM = 2144 ft -lbs ' RM = 3139 ft -lbs = 2/3 -(Roof DL*1+15*7)*L,wallA2/2 No. Holddowns req'd Uplift = -114 lbs Direction: L ' ' 10 v,wall (long): 213. • 0 0 10 v,wall (tran): 0 0 0 DALE CHRISTIAN/ t5 ' r JOB NO. .99025 STRUCTURAL ENGINEER, INC. La Ouinta ..`' .. CONSULTING & DESIGN. ' F : By ' LAB i748wescKatellaAvenue PGA -West %Gate House 1 ; Suite 208 DATE 'x03/17/99 ' Orange. CA 92867 714-997-1145 FAX 714-997-3857 $H• LAT -5 - Roof Level - Transverse Direction (@ Tower) ' Line: 3 L,wall: 3.83 It 2*1.917 ` V,wind = 307 lbs = T1 R*8.75/2 = 307 lbs ' V,seis = 228 lbs Type #7 v,wall = 80 plf _ A35's 48 in o/c L,top plt = 8.75 ft v,top plt = 35 plf Alt: Use LS50's Wall .1: 1.92 ft Floor Hldn Ht = 3.25 ft h/d = 1.70 * OK OTM = 498 ft -lbs ' RM = 151 ft -lbs = 2/3*(Roof DL*1+15*7)*L,wall^2/2. r ST22 Hldn at Joists Uplift = 181 lbs CS16 Hldn at Walls ' Direction: T 10 v,wall (long): 0 0 0 10 v,wall (tan): 595 0 0 Line: 4 ' L,wall: 8.75 It V wind = 307 lbs = T1 R* .7 > 8 5/2 = 307 lbs ' V,seis = 228 lbs Type #7 ..v,wall = 35 plf A35's 48 in o/c L,top plt = 8.75 It Alt: Use LS50's v,top plt = 35 plf ' Wall 1: 2.00 ft Floor Hldn Ht = 4.00 It h/d = 2.00 *OK* . OTM = 280 ft -lbs. ' RM = 164 ft -lbs = 2/3*(Roof DL*1+15*7)*L,Wall^2/2 Uplift = 58 lbs Negligible No:Holddowns`rEi"d Direction: T ' 10 v,wall (long): 0 0 0 10 v,wall (tran): 261 0 0 1 ' DALE CHRISTIAN/' ,., ` f -JOB NO. A 99025 STRUCTURAL ENGINEER, INC. L'a Quinta *• CONSULTING & DESIGN ^ BY ' ; AB 1748 West Katella Avenue PGA,West -.Gate House 1, Suite 208 - DATE 03/17/99 Orange, CA 92867 714-997-1145 FAX 714-997-3857 SH. LAT -6 Roof Level - Longitudinal Direction Line: 5 L,wall: 7.50 It 3+4.5 V,wind = 1484 lbs = L2R*10+Line 1 *14/20+Line 2*6/20 = 1484 lbs ' V,seis = 1162 lbs Type #7 v,wall = 198 plf A35's 48 in o/c L,top pit = 18.50 ft Alt: Use LS50's ' v,top pit = 80 plf Wall 1: 3.00 ft Fdtn Hldn Ht = 4.00 ft h/d = 1.33 * OK * , OTM = 2376 ft -lbs # AB's 2 total ' RM = 522 ft -lbs = 2/3*(Roof DL*1.33+15*10)*L,wallA2/2 HPAHD 22 Holddowns Uplift = 618 lbs OK at corner condition Wall 2: 4.50 ft Ht = 4.00 ft Fdtn . Hldn h/d = 0.89 * OK OTM = 3564 ft -lbs # AB's j2 total RM = 1174 ,ft -lbs = 2/3*(Roof DL*1.33+15*10)1,wall^2/2 HPAHD 22 Holddowns Uplift = 531 lbs OK at corner condition Direction: L 10'v,wall (long): 1550 1 5 10 v,wall (tran): 0 0 0 Line: 6 L,wall: 8.00 ft V,wind = 1484 lbs = L2R*10+Line 1*6/20+Line 2*14/20 ' = 1484 lbs V,seis = 1162 lbs Type 47 v,wall = 185 plf A35's 48 in o/c ' L,top pit = 18.50 ft Alt: Use LS50's v,top pit= 80 pif , Drag = 942 lbs = V,wind*11.75/18.5 Drag: Std Plate Splice Wall 1: 8.00 ft Fdtn Hldn ' Ht = 10.00 ft h/d = 1.25 * OK OTM = 14800 ft -lbs AB's @ 72 'in o/c ' RM = 3711 ft -lbs = Uplift = 1386 lbs 2/3*(Roof DL*1.33+15*,10)*L,wall^2/2 HPAHD 22 Holddowns OK at corner condition Direction: L t " ' 10 v,wall (long): 1453 0 0 10 v,wall (tran): 0 0 0 ' ' DALE CHRISTIAN/ La Quetta " JOB NO ` 99025 STRUCTURAL ENGINEER, INC. r CONSULTING & DESIGN ° . BY - AB 1748 West Katella Avenue . PGA West - Gate House 1 Suite 208 DATE 03/17/99 ' Orange, CA 92867 714-997-1145 FAX 714-997-3857 SH. LAT -7 Roof Level - Transverse Direction ' Line: 7 Panel Lengths: Use: 1 1032 2.67 V,wind =. 1419 lbs = T2R*9.25+Line 3+Line 4*10/18:5 = 1419 lbs , ' V,seis = 982 lbs T2R*9:25*(6+6)/21+Line 3+0ne .4*10/18:5 V,frame = 1419 lbs / frame V,allow = 2500 lbs / frame A35's 12 in o/c *OK* ' L,top pit = 4.00 ft v,top pit = 355 plf Alt: Use LS50's Frame 1: 32.00 in wide . Ht = 10.00 It OTM = 14190 ft -lbs Use: 1032 Hardy RM = 0 ft -lbs = Negligible w/ 10-5DS screws T,uplift = 5321, lbs T,allow = 15333 lbs and 7/8" dia AB's * OK-* Direction: T Note: Hardy panels are evaluated as shear walls (r,i = (10 V,s / L,w) / V,story ) 10 v,wall (long): 0 0 0 Hardy frames maybe evaluated as braced frames (r,i = V,frame / V,story) 10.v,wall (tran): 982::: 0 0 Relative stiffnesses and r,i determination are responsibility of the designer Line: 8 ' L,wall: 6.75 ft V,wind = 1089 lbs = T2R*9.25+Line 4*8.75/18.75 = 1089 lbs ' V,seis = 1210 lbs Type #7 ..v,wall = 179 plfA35's '48 in o/c L,top pit = 20.00 It Alt: Use LS50's v,top pit = 60 plf ' Wall 1: 6.75 ft Fdtn Hldn - Ht = 10.00 It h/d = 1.48 * OK OTM = 12083 ft -lbs AB's @ 72 in o/c ' RM = 3406 ft -lbs = 2/3*(Roof DL*4.125+15*10)*L,wall^2/2 HPAHD 22 Holddowns Uplift= 1285 lbs OK at corner condition Direction: T ' 10 v,wall (long): 0 0 0 10 v,wall (tran): 1792 1 8 • i DALE CHRISTIAN/ z: --JOB NO. 99025 ' STRUCTURAL ENGINEER, INC. L'a Quint6'= CONSULTING & DESIGN BY AB 1748 west Kateua Avenue PGA West - Gate House 1 } ,, Suite Zoe DATE 03/17/99 ' Orange. CA 92867 714-997-1145 FAX 714-997-3857 SH. LAT -1 ' Lateral Analysis - Gate House ' ROOF LEVEL o TOWER ROOF.LEVEL w z 4 T2 s@ B L1 I I I ' qe 6661 OVK:01 :01 Li JeW PaM OMP -Nd Id A3A\52066\66\Md0\:9 (c) 1983-97 ENERCALC g:\ec\99\99025\99025_-1.ecw KW -0601479, V5.0.1, 15 -Mar -1997 DALE CHRISTIAN S.E. INC. y' , , Tltle . PGA West-VGate House 1 ' !" ' Job # 99025 ' 1748 West Katella Avenue .. Dsgnr: Alex Benevides' Date: 10:50AM, 17 MAR 99 Combined Stress Ratios Suite 208 w Description : Tube Steel Column at Trellis , - DL + LL DL + Short Orange, CA 92867 :` •. Scope: Design Columns to resist DL+LL and DL+ST .. ' (714) 997-1145 Fax (714) 997-3857 AISC Formula H1 - 2 Steel Column Page 1 AISC Formula H1 - 3 0.035 0.039 0.074 0.074 ' General information Stresses Allowable & Actual Stresses Dead Live Description Steel Tube Column at Trellis Fa: Allowable 12.44 ksi 12.44 ksi 12.44 ksi 12.44 ksi Steel Section TS6X6X3/16 Fy 36.0 ksiX-X Sidesway : Sway Allow 0.25 ksi 0.48 ksi 0.48 ksi Duration Factor 1.000 Y -Y Sidesway : Sway Allow ' Column Height 10.000 f# Kxx 1.000 Fb:xx : Allow [F1-7] & [F1-8] End Fixity Fix -Pin . X -X Unbraced 20.500 ft Kyy 1.000 21.60 ksi 21.60 ksi Live & Short Term Loads Combined Y=Y Unbraced 14.500 ft 0.20 ksi 0.39 ksi 0.39 ksi Fb:yy : Allow [F1-6] 21.60 ksi Loads 21.60 ksi 21.60 ksi *Fb:xx : Allow [F1-7] & [F1-8] 21.60 ksi Axial Load... 21.60 ksi 21.60 ksi fb : yy Actual Dead Load. 0.97 k Ecc. for X -X Axis Moments 1.500 in ' Live Load 1.08 k Ecc. for Y -Y Axis Moment; 1.500 in Short Term Load k F'ex : DL+LL 13,754 psi Cm:x DL+LL Point lateral Loads..: DL LL 'ST Height Cm:y. Along Y -Y (strong axis moments) 1.000 k 10.000 in. F'ex : DL+LL+ST 13,754 psi Along X -X ( y moments) k in (c) 1983-97 ENERCALC g:\ec\99\99025\99025_-1.ecw KW -0601479, V5.0.1, 15 -Mar -1997 Column Design OK Section: TS6X6X3/16, Height = 10.00ftAxial Loads: DL = 0.97, LL = 1.08, ST = 1.08k, Ecc. = 1.50 Combined Stress Ratios Dead Live DL + LL DL + Short AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H1 - 3 0.035 0.039 0.074 0.074 Stresses Allowable & Actual Stresses Dead Live DL + LL DL + Short Fa: Allowable 12.44 ksi 12.44 ksi 12.44 ksi 12.44 ksi fa : Actual 0.23 ksi 0.25 ksi 0.48 ksi 0.48 ksi Fb:xx : Allow [F1-6] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi Fb:xx : Allow [F1-7] & [F1-8] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi fb : xx Actual. 0.18 ksi 0.20 ksi 0.39 ksi 0.39 ksi Fb:yy : Allow [F1-6] 21.60 ksi = 21.60 ksi 21.60 ksi 21.60 ksi *Fb:xx : Allow [F1-7] & [F1-8] 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi fb : yy Actual 0.18 ksi 0.20 ksi 0.39 ksi 0.39 ksi Analysis Values F'ex : DL+LL 13,754 psi Cm:x DL+LL -0.85. Cb:x DL+LL 2.30 F'ey : DL+LL 27,492 psi Cm:y. DL+LL 0.85 Cb:y DL+LL 2.30 F'ex : DL+LL+ST 13,754 psi Cm:x DL+LL+ST 0.85 Cb:x DL+LL+ST 1.00 F'ey : DL+LL+ST 27,492 psi Cm:y DL+LL+ST 0.85 Cb:y DL+LL+ST 2.30. Max X -X Axis Deflection -0.002 in at 6.667 ft Max Y -Y Axis Deflection -0.002 in at 6.667 ft (c) 1983-97 ENERCALC g:\ec\99\99025\99025_-1.ecw KW -0601479, V5.0.1, 15 -Mar -1997 ' DALE CHRISTIAN, S.E.,INC. - Title: PGA West -yGate House 1 Job # 99025 1748 West Katella Avenue Dsgnr: Alex Benavides Date: 10:50AM 17 MAR 99 Suite 208 Description : Tube Steel Column at Trellis Orange, CA 92867 1 Scope: Design Columns to resist DL+LL and DL+ST (7 14) 997-1145 Fax (714) 997-3857 Steel Column Page 2 Section Properties Steel Section TS6X6X3/16 ' Depth 6.00 in Weight - 14.50 #/ft Web Thick 0.188 in Ixx 23.80in4 Width 6:000 in lyy 23.80in4 Flange Thick 0.188 in Sxx 7.933 in3 ' Area 4.27 int Syy 7.933 in3 Misc '0.000 in r-xx 2.361 in r-yy 2.361 in 1 t t ' (c) 1983-97 ENERCALC g;\ec\99\99025\99025_-1.ecw KW 0601479, V5.0.1, 15 -Mar -1997 PGA WEST GAM OUS TA Lafiuinta fi ,'-=4 A , M 'y DFPA I' cC L - 1 F y , 4.{ Ef FORREST K. HAAG, ASLA., INC. LANDSCAPE ARCHITECTURE & LAND PLANNING FBUDI CITY F- h UINTA N SAFETY DEPARTMENT t-t '. A 1:t u7,es t ; O It ,ill L, jYQf" "nib PER AND,ALL APPLICABLE CODES DATE BY . FOUNDATION ENERGY 27660 Marguerite Pkwy. Suite 1.24 Mission Viejo, CA 92692 (9491348-2414 Table Of Contents-for Title 24 Report Cover Page .... 1 Tableof Contents .................................................... 2 Form ENV-1 Envelope Certificate of Compliance 3 Form.ENV-2'Prescriptive Envelope. Summary .......... 5 Form,LTG-1 Lighting Certificate of Compliance ........................ 9 Form LTG-2 Prescriptive Lighting Compliance Summary 11 Form MECH-1 Mechanical Certificate of Compliance 12 .Form MECH-2 Prescriptive Mechanical Summary .. 15.. Form MECH-3 Mechanical Equipment Summary .. ......:....... 16. Form MECH-4 Mechanical Ventilation ................................... 17 CERTIFICATE OF COMPLIANCE - Envelope (part l of 2), ENV -1 page 3 of 17 Project Name: PGA West Gate House I(Date: 3/31/1999 Address: Madison.St. & Legends Way I La Quinta, CA IBuilding Permit No Envelope I DRsigner: Forrest K. Haag, ASLA Inc. (Checked by / Date Documentation: Foundation Energy (COMPLY 24 User 3412 ----------------------------------------------- ---------------------------- GENERAL INFORMATION Date of Plans: 03/12/99 Building Conditioned Floor Area: 358 sf Building Type: Nonresidential Climate Zone: 15 Phase of Construction: x New Construction 0 Addition 0 Alteration Method of Envelope Compliance: Prescriptive - Overall Envelope STATEMENT OF COMPLIANCE This Certificate of Compliance lists the Building features and performance specifications needed to comply with.Title 24, Parts 1 and 6 of the Calif- ornia Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the documentation is accurate and.complete. DOCUMENTATION AUTHOR Benito Ramirez (949) 348-2414 (Signature) (Da e) The Principal Envelope Designer hereby certifies that the proposed build- ing 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 has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6, Chapter 1. Please check one: 0. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions` Code to sign this document as the - person responsible for its preparation; and that I am a civil engineer or architect.. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason: x^ PRINCIPAL ENVELOPE DESIGNER (Signature) (Lic. #) (Date) ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures: CERTIFICATE OF COMPLIANCE - Envelope (part 2 of 2) ENV -1 page 4 of -17 Project Name: PGA West Gate House I Date: 3/31/1999 1' Documentation: Foundation Ener I gy COMPLY 24 User, 3412 --------------------------- ------- gPAQUE SURFACES Const Note to Assembly Name Type Location/Comments Field ---------------------- -----------= ---------------------- - F R-13 Wall Wood Typical, Ext. Wall R-19 Roof Wood Typical Ext. Roof Carpeted Slab On Grade None Covered Slab Exposed Slab On Grade None Hard Surface Slab Solid Wood Door None Typical. Ext. Door FENESTRATION Frame Orient Panes Type Exterior Shade OH Glazing Type ----- ---------------------------- -- ----------------------- Left (N) 2 Wood None Y Dbl Clr Deflt Low E (R) Back (E) 2 Wood None Y Dbl Clr Deflt'Low E (R) Back (E) 2 Wood None Y Dbl Clr Deflt Low E (R) _ Right (S) 2 Wood None Y Dbl Clr Deflt Low E (R) Front (W) 2 Wood None Y Dbl Clr Deflt Low E (R) - t OVERALL ENVELOPE METHOD (part 1 of 4) --------------------------------------------------------------------------- ENV -2 page 5 of 17 Project Name: PGA West Gate House I JDate: 3/31/1999 Documentation: Foundation Energy ICOMPLY 24 User 3412 ,WINDOW AREA TEST A. Display Perimeter` 0.0 _ft X 6 ft = 0.0 sf Display Area B. Gross Exterior Wall Area 958.0 sf X 0.40 = 383.2 sf 40% Area C. Gross Exterior Wall Area 958.10 sf X 0.10 = 95.8 sf Min Std Area D. Enter Larger of A or B 383.2 sf Max 'Std Area ' E. Enter Proposed Window Area - 101.5 sf Proposed Area If E is greater than;D or less than C, proceed to the next calculation for window area adjustment. If not, go to part 2 of 4. 1. If E is greater than D: Window D. Maximum Standard Area E. Proposed Area, Adjustment Factor N/A / N/A ------------- = N/A 2. If E is less than C: Window C. Minimum Standard Area E. Proposed Area ------------------------ Adjustment Factor ---------------- N/A / N/A ----------------- = N/A ------------------------------------------ SKYLIGHT AREA TEST Atrium Height 0.0 ft If Height < 55 ft If Height >= 55 ft Standard = 5% ----------+---------- Standard = 10% V A. Gross Exterior Roof Area 358.0 sf X 0.0.5 = 17.9 sf Standard Area B. Enter Proposed Skylight Area .0.0 'sf Proposed Area If.the Proposed Skylight Area is greater than the Standard Skylight Area, proceed to the next calculation.for the skylight area adjustment. If not got to part 2 of 4. 1. If Proposed Skylight Area > Standard Skylight Area: Skylight r Standard Skylight Area Proposed Skylight Area Adjustment Factor N/A / N/A --------/-------- = N A OVERALL ENVELOPE METHOD (part 2 of 4) --------------------------------------- ENV -2 page 6 of 17 Project Name: PGA West Gate House I Date: 3/31/1999 Documentation: ------------------------------------------------------------------------ Foundation Energy ICOMPLY.24 User 3412 PVERALL HEAT LOSS PROPOSED Adj. STANDARD Assembly Name Area HC U -Val UxA Area U -Val UxA R-13 Wall 168.0 2.9. 0.088 14.9 168.0 0.084 -14.1 R-13 Wall 235.5 2.9 0.088 20.8 235.5 0.084 19.8 R-13 Wall 186.0 2.9 0.088' 1.6.5 186.0 0.084 15.6 R-13 Wall 227.0 2.9 '0.088 20.1 227.0 0.084 19.1 .R-19 Roof 358.0 2.4 0.055 19.6 358.0 0.057 20.4 Dbl Clr Deflt Low E (R) 4.0 N/A 0.520 2.1 4.0 0.720 2.9 Dbl Clr Deflt Low -E (R) 24.0 N/A 0.550 13.2 24.0 0.720. 17.3 Dbl Clr Deflt Low E (R) 7.5 N/A 0.550 4.1 7.5 0.720 5.4 Dbl Clr Deflt Low E (R) 12.0 N/A 0.520 6.2 12.0 0.720 8.6 Dbl Clr Deflt Low E (R) 38.0 N/A 0.520 19.8 38.0 0.720 27.4 Dbl Clr Deflt Low E (R) 16.0 ..N/A 0.550 8.8 16.0 ..0.720 11.5 Total 146.1Total 162.1 ** OVERALL HEAT LOSS COMPLIES PROPOSED UA <= STANDARD UA ** OVERALL ----------------------------------------------------------- ENVELOPE METHOD (part 3 of 4) ENV -2 page 7 o 17 Project Name:•PGA West Gate House I ------ (Date: -- 3/31/1999 Documentation: Foundation Energy COMPLY 24. User. 3412 OVERALL HEAT -GAIN , u PROPOSED STANDARD -Ir Glazing WF Area SC H' V OHF Total Area RSHG Total", East 1.08 4.0 0.88 1.0 -2.1 0.64 2.4 4.0 0.57 2.5 East 1.08 24.0 0.88 1.0 4..1 0.80 18.2 '24.0 0.57 14.8 South 1.12 7.5 0.88 5.0 4.1 0.44 3.3 7.5 0.57 4.8 West 1.13. 12.0 0.88 1.0 3.1 0.74 8.8 12.0 0.57 7.7 West 1.13 38.0 0.88 2.0 3.1 0.55 20.9 38.0 0.57 24.5 North 0.67 16.0 0.88 2.0 4.1 0.85. 8.0 16.0 0.88 9.4 Total 61.5 Total 63.7 ** OVERALL HEAT GAIN COMPLIES PROPOSED HG <= STANDARD HG ** h OVERALL ENVELOPE METHOD (part 4 of 4 ENV -2o P g a e 8 f 17 Project Name: PGA West'Gate House I JDate: 3/31/1999'','. Documentation:,Foundation Energyg I COMPLY 24 User'- 3412'` i-, -------------------- Window Area Adjustment Calculations • m Adjusted,' Wall Name-- Dir Gross Area Door. Area Window Area Adjust' Factor Window.. Wall Area ---- --- ----- Area Back Wall: Right Wall E S 196.0 263.0 ------ 20.0 ------ 28.0 ------ .1.0000 28.0 168.0 Front Wall W 236.0 7.5 50.0 1.0000 1:0000 7.5 235:5 - 50.0186.0 Left Wall N 263.0 20.0 '16.0 1.0000 16.0 227.0 TOTALS .958.0 40.0 101.5 101.5 816.5 R Skylight`Area Adjustment Calculations Adjusted ,Roof Name Dir ----- --- Gross Area ----- Skylt Area Adjust. Factor Skylt Roof Area Area Roof H 358.0 ------ 0.0 ------ 0.0000. 0.0 358.0 TOTALS 358.0. 0.0 0.0 358.0 CERTIFICATE OF COMPLIANCE - Lighting (part 1 of 2) LTG -1 page 9 of 17 -------------------------------- ---------------------------------- Project Name: PGA West Gate House I JDate: 3/31/1999 Address: Madison St. & Legends Way La Quinta, CA JBuilding Permit No Lighting Designer: lChecked by,/ Date Documentation: Foundation Energy ICOMPLY 24 User'3412 GENERAL INFORMATION Date of Plans: 03/12/99 Building Conditioned Floor Area:, 358 s Building Type: Nonresidential Climate Zone: 15 Phase of Construction: x New Construction 0 Addition O Alteration Method of Lighting Compliance: Prescriptive STATEMENT OF COMPLIANCE This Certificate of Compliance lists the Building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the Calif- ornia Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies -that the documentation is accurate and complete. DOCUMENTATION AUTHOR Benito Ramirez 61 (949) 348-2414(Signature) (Date) The Principal Lighting Designer hereby certifies.that the proposed build- ing 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 has been designed to meet the lighting requirements contained in sections 110, 119, 130 through 132 and 146 or 149. Please check one: O I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer electrical engineer or architect. 0 I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. O I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section. of the Code to sign this document as' the person responsible preparation; and for the following reason: PRINCIPAL LIGHTING DESIGNER for its •(Signature) (Lic #) (Date) LIGHTING MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures: CERTIFICATE OF COMPLIANCE - Lighting (part 2 of ------------------------------------------------' 2) LTG -1 page 10'of '17. Project Name: PGA West Gate House I iDate: 3/31/1999,` Documentation: Foundation Energyt ICOMPLY 24 ` User..3412 .. .-------- --- 114STALLED LIGHTING SCHEDULE No of Watts/ Ballast Ballasts/ No of ; Note'. Name Lamp Type Lamps - Lamp -Type ------ Luminaire Fixt:-` .-to Field- LTG1 Fluorescent 4- ---------- 34 Standard --------- ----- 2.0 3 --- _ I ` LTG2 Incandescent 1 100 n/a n/a 1 I` MANDATORY AUTOMATIC.CONTROLS Control Control Location ID Control Type Zone Controlled Note to Field West Gate House L". Ind.RmAreaCntrl West Gate House I West Gate Housel BilevelSwitchg. West Gate House I CONTROLS FOR CREDIT Control Control Location ID Control Type Zone --------------- Controlled Note to Field None ---------------=------ ------- LIGHTING COMPLIANCE SUMMARY --------------------------------- LTG -2 page 11 of ~17 Project Name: PGA West Gate House I ---------------- Dater 3/31/1999 Documentation: Foundation Energy --------------------- ------------------- ICOMPLY 24 User 3412, ------------- ---------- ----- --- ---, +KCTUAL LIGHTING POWER -j Name Description --------------------------------------- No of Watts ; '; .-Total __--_-_ Lumin per Default` Watts LTG1- 48". T-12 Low Watt /4 Lamp ----- ---------- 3 144.0 Y 432,0 LTG2 100w Recessed Incandescent 1 100:0 =Y 100.0 SubTotal 532 Less Control`Credits (LTG -3) .0 'Total Proposed Watts 532 * If not CEC Default value, please provide supporting documentation. ALLOWED LIGHTING POWER BY ZONE Allowed Zone Name Occupancy,- ----------------------- --------------------- Floor LPD, Total Tailored , Area (w/sf) . ( watts) (watts) PGA West Gate House I. Comp Bldg Office ----- ------ ------- ------- 358 1.500 537 0 .'TOTALS 358. 1.500 537 ---_--0. * Note: Tailored Allotment requires,supporting-documentation'on form LTG -4. t , ' t CERTIFICATE OF COMPLIANCE - Mechanical (part 1 of'3) MECH-1 page 12 of 17 ---------------------------------------------- Project Name: PGA West Gate House I jDate: 3/31/1999 ` Address: Madison St. & Legends Way Mechanical La Quinta, CA iBuilding Permit No Designer: JChecked by / Date, — Documentation: Foundation Energy ICOMPLY 24 -User 3.412 GENERAL INFORMATION Date of Plans: 03/12/99 Building Conditioned Floor Area: 358 sf Building Type: Nonresidential Climate Zone: 15 Phase of Construction: x New Construction 0 Addition O Alteration Method of Mechanical Compliance: Prescriptive Proof of Envelope Compliance: _0 Previous Permit x Compliance Attached STATEMENT OF COMPLIANCE This Certificate of Compliance lists the Building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the Calif- ornia Code of Regulations. This certificate applies only to building mechanical requirements. The documentation preparer hereby certifies that the documentation is accurate and.complete. DOCUMENTATION AUTHOR Benito Ramirez (949) 348-2414 3 (Signature) (Date) The Principal Mechanical Designer hereby certifies that the proposed build- ing 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 has been designed to meet the mechanical requirements contained in sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Please check one: O I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and thatI am a civil engineer mechanical engineer or architect. O I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing docu- ments for work that I have contracted to perform. 0 I affirm that I am eligible under the exemption to Division 3 of.the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following -reason: PRINCIPAL MECHANICAL DESIGNER (Signature) (Lic. #) (Date) MECHANICAL MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures: CERTIFICATE OF COMPLIANCE.- Mechanical (part 2 of 3) ------------------------------------------- MECH-1 page 13 of 17 Project Name: PGA West Gate House I Date: 3/31/1999 Documentation: Foundation Ener gy ------------------------------------------------------------------ o-„ COMPLY 24 User -3412 - _ SYSTEM FEATURES D OA Damper Control Note to Economizer Type Field Zone Name HVAC @ PGA WGateHouse I 54 Time Control S Gas Furnace Setback Control Both BDP CO. 395CAV036045 (OR EQUAL) #of Isolation Zones n/a DX HP Thermostat n/a BDP CO. 561AJ030-* (OR EQUAL) Electric Heat n/a Fan Control Constant Volume VAV Min Position n/a , Simul. Heat/Cool n/a Heat Supply Reset Constant Temp Cool Supply Reset Constant Temp, Ventilation D OA Damper Control G Economizer Type No Economizer Outdoor Air CFM 54 Heat Equip Type Gas Furnace Make & Model No. BDP CO. 395CAV036045 (OR EQUAL) Cool Equip Type DX Make and Model BDP CO. 561AJ030-* (OR EQUAL) Code Tables --------------------------------------- Time Control ---------- Ventilation OA Damper S:Prog Switch B:Air Balance A:Auto O:Occ Sensor C:OA Cert. G:Gray.ity M:Man Timer M:OA Measure D:Demand Cont N:Natural CERTIFICATE. OF COMPLIANCE '- Mechanical(pa`rt 3 of'3) MECH-1 page 14 of 17 Project"Name: PGA West Gate House I Date: 3/31/1999 Documentation: Foundation Energy -------------------------------------------------------------------------- I ICOMPL,Y 24 User'3412 DUCT INSULATION Duct Tape Insul Note to System Name Type Duct Location Allowed R -Val Field BDP CO. 395CAV036045 Heating Ducts in Attic N 4.2. (OR EQUAL) Cooling Ducts in Attic N .4.2 - PIPE INSULATION Insul Note to System Name Pipe Type Required Field AQUASTAR 170 VP NA N (OR EQUAL) NOTES TO FIELD - For Building Department Use Only~ .. MECHANICAL SIZING AND FAN POWER MECH-2 page 15 of"17 ------------------------- --------------------------------------------- Project Name: PGA West Gate House.I Date: 3/31/1999 Documentation: Foundation Energy I ----------------------COMPLY-24 User 3412 SIZING AND EQUIPMENT SELECTION HVAC System Name: y HVAC @ PGA WGateHouse 'Heating System Name: BDP CO. 395CAV036045' (OR EQUAL) z 1 Cooling System Name: BDP CO. 561AJ030-* (OR EQUAL)'. System Multiplier: T .Peak Load Method: COINCIDENT Relative Humidity: 50 % COOLING HEATING SENSIBLE LATENT 1. DESIGN,CONDITIONS FOR La,Quinta 29 F .112 F 79 F 2. SIZING ZONES SERVED BY SYSTEM PEAK Btu/hr PGA West Gate House'I (Jan 12am) 9913'. Unconditiond Space (Jan 12am) _. 01 TOTAL Zone LOAD 9913 Duct Gains & Losses: Ventilation: ( 84 CFM) Return Air Lighting Gain Supply/Return Fan.Gain: TOTAL SYSTEM LOAD 3. SELECTION 991 3702 0 14606 PEAK (Jul 5pm) (Jul 5pm) 84 CFM) Btu/hr :Btu/hr 13597 1304 0.... 0 13597. 1304, 1360 2799 1322 0 20094 0 If Line 3-C,.> Line 3-B, 17755 2626 A. Safety/Warmup Factor 1.43 1.21 B. Maximum Adjusted Load 20886 21484 C. Installed Equipment Capacity 35000 20094 5466 If Line 3-C,.> Line 3-B, Explain: Heating over on 3.C. secondary to minimum cooling requirement. FAN POWER CONSUMPTION No. Fan Description Sys BHP Efficiency Motor Drive Peak Conv Peak HP Fact Watts Supply CFM Supply Fan 1'x 0.33 / [0.64 x 1.00] = 0.52 x 746'= 388 1270 Totals 0.52 -388 --1270 FAN POWER DEMAND 388 watts / 1270 cfm = 0.306 watts/cfm MECHANICAL EQUIPMENT SUMMARY MECH-3 page 16 of,•17: -----------------------------------------------=- Project Name: PGA West Gate House I (Date: 3/31/1999 Documentation: Foundation Energy (COMPLY 24 User .3412----------------------------------------------------------------------------~ CENTRAL SYSTEM SUMMARY ., Sys No No System Name System Type Sys Economizer Type - -------------------------------------- ------------------- _ t 1 BDP CO.'395CAV036045 Split FAU-A/C 1 No Economizer (OR EQUAL) CENTRAL SYSTEM RATINGS Sys ------- Heating,---------- ---- -- Cooling No Type Output Aux KW EFF Type Output Sensible EER SEER ----- ---- - -------------------------- ----- ----- 1 Gas Furnace 35000 n a 0.80 DX 28000 19600 8.80-10.10 CENTRAL FAN SUMMARY ------------ Supply Fan ---- ------ ---- Return Fan Sys Mtr Dry Mtr Dry .No Fan Type Motor Location CFM BHP Eff Eff CFM '-BHP Eff Eff -------------------- ------ --- --- ----- -------- --- 1 Constant Volume Draw -Through 1270 0.33 64 100 None ZONAL FAN SUMMARY ------,Zonal Fan ---=-------= Exhaust Fan ----- Mtr Dry Mtr Dry Zone Name No CFM BHP .._Eff Eff No CFM BHP_. ,...Eff Eff. -- -- ----- ------ ---- ---- -- ----- ------ ---- ---- None BOILER SUMMARY AFUE /Rec Rated Stdby Volume System Name System Type Eff Input Loss EF (gals) AQUASTAR 170 VP DomesticHW 0.770 165000 0.000 0.660 0 (OR EQUAL) } MECHANICAL VENTILATION MECH-4 page 17 of 17 ------------------------- -------------------------------------------------- Project Name: PGA West Gate House I Date: 3/31/1999 Documentation: Foundation Energy COMPLY 24,.User 3412 VENTILATION SUMMARY BY ZONE "Tran Floor sgft CFM Dsg Min sfer Zone Name T Occupancy Area /Occ /Occ CFM CFM< CFM --------- -------------- ----- ---- ---- ---- ------ ---- PGA West Gate House I Comp Bldg Offi 358 70 16.0 82 54` TOTALS 82 ---54- Tailored OA.(T=*). requires supporting documentation on MECH-5, Tailored Ventilation and Process Loads Worksheet