The URL can be used to link to this page

COMM (9805-057)54321 Madison St 9805-057 1 LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Divisio6 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class / - Exp. Date 693077 B 7/31/00 C /ate 'Signature of Contractor f a ✓ 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). ( ) I, 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. (X) 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 t,Tq .♦♦ Policy No. ^^r p 1 . ' .STATE .i JJ 1244Qti1. 4-9 , (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 subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those, provisions VDate: 1- t" % `w 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 39 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:` 1 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.inspection purposes. "Signature (Owner/Agent) /^ ` " Date PERMIT # °°"TR/L# BUILDING PERMIT DATE Jl VALUATION .D i alE ,fe LOT TRACT -/;® .2 t / " L. JOB SITV'C T -•+s.vaxrr..aae• sA•aa,saar ADDRESS APN .5#-321 ADSA 51rk6LTf39R OWNER CONTRACTOR/DESIGNER/ENGINEER PGA WE STXESTUNIIAL ASSOC TNC. OFUI, BUILDERS FO 30',X '10660 =.570 Ib. iJN ri:i I .D L.ftiv }i; SiJi T 4? '13 LA QUIWA. CA. 92253 PALM D SEE CA 9.2211 (760)360-6632 (_ AI LIt 1%)5 USE OF PERMIT L 'Ie 111 .1?t i.C r'4L ; HOA Or, FICE AND.I!Ali\l`IL•-IANC i-'BU.tLDING• (3945 8F OFFICE 995.5 SF' . . WAKFAIOUS 1668 SF '.f`ttELL:13) r v ALUATIGN B. V. M7•Q .1=UN31"!•. .x' D C0,8T O CON M:. k"1UJCf 100 gag n [ , pp pp gyp yT'q j ]] ••♦ r'r((''. qq qqyf RY PHEI.)EPOSEII I _S*0_os►,00 PI:, V4 (7K.CN., rPC, S1,634.:34 CC.f, fS1rAtJJ0 J_.0N fTEE 1111.-000-14[8-000 MEC11 flNTCAL FF .F 101 M-42.1-000 181t.S0 l: XC: ER[CAt 101-000-42.0-000 1439.510 PLLti\±f1t1NG 1:5 1014000-4.1.9-000 i 0- RXX0CY c.E13 1.0.1.000-42-3-000 INFRA.S"'AZUCTUP s FEL' 225-004-44X342 311.580.00 ' STRONG F-JIE - COMW 100-000-241.000 r ltt 1'N 1't3RG[C 1'I ;>tiC£ - COQ 'f0 -( 0-25 ()1111 i 3^6,424,33 13-"C€[- 'I'k 9M. UC 1 (-N;AhTD PLAN Cll.ECi• $18,60!.99 '+" ` Q LESS P?.\ -1 -cl' , fws 41,J t iV.t1V Q 10\ RECEIPT DATE " BY` DATE FINALED , INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings n Ducts Slab Grade iz Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap ., . S 5, F.A.U. Framing Compressor Insulation W0.115 Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath ERS amp 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 _ Waste Lines Q B - Gas Test Electric Final Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection(Z _11Z - Q Encapsulation Gas Piping Gas TestG pQ Appliances Final Final I ELECTRICAL APPROVALS I 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 (Perml COMMENTS P. cU S>,8 SPEC- A L /u A%6 4qr 7 S, Al 6, W&US a l '(d Z12 —0 pa 4 4,1f I , c- to -! c - v' XJ 3 AR a,3 z_,'44 u G ie Z(— Ff'11 -T gST6'e 7 4A BK a6 l6- c. , 0•Z' pAt-r- deal=,, sf{ELr(A+a Fjq,-B,LLacn+b. !(•lc-gs i I l /p7 Q(eAZ '"40 e4' .BIR/ 1-400- * OAd& Fi ogoe —C•A• /l: JA0 .S' :PASO% w PULS O— L -a l2 .Ye B /,✓TeIL/oit.w,0/[SB .vs /z-?-8s' t ... „r 'yN" .. r -•«"Fye: -e S ,f,.. : - Yy - .;..' " rr.«r i'ti+FX_ D.,-•. - ^.;JGr7'2''yi'a' `N•t++:.r+r" • 'i '[. /7 6 `. 7 S-4-321 /VfID1.5"Pi 11394 P.O. BOX 1504 APPLICATION ONLY Building Lri1 78-495 CALLE TAMPICO Address 6 LA QUINT_A, CALIFORNIA 92253 Owner ) f&At Wy9T P45*11711NT1 A L, hWC I AT 10 rJ, I N C, . Mailing Address (70 Pov, j060 City Zip Tel. LQ QU 14TA f 6A{ 1 q 2,7,11510 -1(o0 '771- MII4 Contractor MDT- Y&T4*6LCrCT*V Address City 1Zip State Lic.City & Classif. Lic. q Arch., Engr., Designer V46e y } 69p6e, A V C0 TFCTs Address Tel. `77 7 7 c i R A R -P A-Ve- (oill q51 11,11, City Zip State 1,A 4' UA/ GAS 6120-47 Lic. # C - I082& LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for' the following reason: (Sec. 7031.5.Susiness and Professions Code: Any city or county which requires a permit to construct, atter, Improve, demolish, or repair any structure, prior to *Its Issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions,of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he Is exempt therefrom, and the basis for thealleged 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). L: 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, Bulsness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided 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.) Lml, 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 1-3 I am exempt under Sec. B. 8 P.C. for this reason Date =) 0 / Oe Owner '" -z'-/r rxi f WORKERS' COMPENSATION DECLARATION I hereby affirm that 1 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 f71 Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This 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 r employ any person in any manner so as to become sub'ect t the Workers' Compensation Laws of California. - ,/ Date 2S -'J /C)/i'i Owner x fel.( l':ial r'y . C..-%L NOTICE TO APPLICANT: If, aft6i 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 I hereby affirm that there is a construction lending agency for the performance of the work for which this perm't is issued. (Sec. 3097, Civil Code.) Lender's Name 1.12 Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration it work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. 1 agree to comply with all city and county ordinances and state laws=relating to building A construction, and hereby authorize representativesl-of this city to enter the above- mentioned property for inspectiompurposes. n Signature of adplicant !c T' v Date '• Mailing Address %t <'- ` X /r,i:L e) City, State, Zip - .' rJ t+ P, r.. Va ,2 ' BUILDING: TYPE'CONST. OCC. GRP. P. Number Description_ Description Sq. Ft. No. No. Dw. Size Stories Units New ❑ Add ❑ Alter ❑., Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. 1 {F') -•^^^^y Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY:'w, Minimum Setback Distances:', Front Setback from Center Line Rear Setback from Rear Prop. Line ide S eet Set from Center Line Side'0ack Property Line FINAL DA7 IN \)0INSPECTOR Issued by:/!,' to Permit Validated by: Validation: PJi WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION C! j 07-1 ► et a TA RECD PGA WEST0 , RESIDENTIAL ASSOCIATION INC.ly March 1,. 1999 Mr. Mark Herold City of La Quinta Building and Safety P.O. Box 1504 J u ' a,-CA 92253 Dear Mr. Herrold, The PGA West Residential Association,. Inc. Board of Directors requests that the address for the new HOA Headquarters, presently defined as 54-320 Southern Hills, be redesignated to a Madison Street address. Our preference is 54-321 Madison Avenue. The purpose is to provide easy access for the Fire Department and to accomodate our vendors' deliveries. Please contact me at (760) 771-1234 to advise on the process to complete the above stated request. Thank you. Regards, Kell cGalliard Operations Manager ` P.O. Box 1060, to Quinta, California 92253, Telephone 760-771-1234 FAX 760-771-5125 78-495 CALLE" TAMPICO - LA QUINTA, CALIFORNIA 92253' - (760) 777-7000 FAX (760) 777-7101 TDD (760) 777-1227 . i April 13, 1999 Kelly McGalliard .PGA West Residential Association, Incorporated PO Box 1060 La Quinta, CA -92253-1060 Dear Ms. McGalliard: Please be advised of an'address change for the following. structure. The structure formerly addressed as 54-320 Southern Hills, APN: 769-450-030, Lot 17, Tract 21643, the construction for, which building permits #9708-041, 9803-080, 9805-057, and 9807- 026 were issued, will now be addressed as 54-321 Madison Street. Please note this change and contact me directly at (760) 777-7012 if I may be of further assistance. Thank you. Sincerely, Greg Butler Counter Technician BUILDING & SAFETY DEPARTMENT MAILING ADDRESS - P.O. BOX 1504'.- LA QUINTA, CALIFORNIA 92253 OBJ Coachella Valley Unified School District.' ` P.O. Box 847, Thermal, CA 92274 (760) 399-5137, Ext. 235 I ms box Por Ulstnct Use Only DEVELOPER FEES PAID AREA: AMOUNT: - - RCPT q: . CK. N: CASH: INITIALS: - - DATE: - .. CERTIFICATE OF COMPLIANCE (Government code 53080) 1 Project Name: " Date: August 13 , 1998 Owner's Name: PGA WEST RESIDENTIAL ASSOCIATIONPhone No. Project Address: 54-320 Southern Hill, PGA West, La Quinta, CA 92253 Project Description: Warehouse space and office space APN• Tract M Lot #'s• Type of Development: Residential Commercial XX Industrial Total Square Feet of Building Area: 13 ;200 . ;) , Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that.he/she is authorized to"sign on behalf of the owner/developer. Dated: -/ 8 Signature, V r**rr*w*«*,r«*,r*****,t**w****.***,r *,r,►# w******w,r*+r****,r**.,*,r *,r ,r**,r*.**.*tr SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABO PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Gov. Code Gov. Code Project Agreement Existing Not Subject to Fee 53080/65995 65970 Approval Prior to 1/1/87 Requirement Note: Number of Sq.Ft. .13 , 200 Amount per Sq.Ft. $ 1 Amount Collected $ ,ip92"'I)0 By: Foch "Tut" Pensis, Assistant Superintendent Administrative'Services ' Administrator in Charge Certificate issued by: Marce 1 a Va 1 dez Signature: W , Facilities Clerk N07TCE: Sauon 66020 of the Goverment code as Assmbly b 7081, sero ser 49, [notes of the tate o or" 19% ecdw Ino. I. 1997, rcgoun that this ahool dtstmt pm a wnom mutt m ea taaxaet a time of payment of schmI let; outip000 payment or other emcdons: This notice is m advise you Ota my potat m reed to mcb mounu or the vatidiry them(in atcordaace whh Section 66020 of the Go eat Cade and otba applicable law, wmmenop avith such a mt or rmmtc of m other m ai dmcnW in Section 66020 of the vermin Code. Additionally. da notice advise tha the thereof mastotter within %aIwA thereafter. NOTE:. AB 2926 and SB 201 fees are capped at $1.93 per square foot for all residential construction, and at $6.31 per square foot for commercial/industrial projects. City of -La'' La uinta Developers. Project' Approval Form. Prior to the, issuance of Building Permits for the project listed below; the following Departmental Z y, clearances must be obtained. Please return thisform to the Building and Safety Department only v after approval. Contact applicant for resolution of conditions preventing or delaying approval.. Project: Homeowners' Association Office& Building (Plans in Bldg. Dept.) PGA West, Lot 17, Tract 21643 o Applicant Contact: -Kelly McGalliard,-PGA West Residential Assoc., Inc., 771-.1234 e Applicatio Circulatio Date: 'j Date Community Development Department Christine Di Iorio, Planning Manager Date tAR I ( Public Works Department :. Q Steve Speer, Senior Engineer i IA. d'NZ4 3 Building and Safety Department Mark Harold, Building and Safety Department Manager k Health Department Fire Department Schools Fees Paid Date Date Date Date Date City of LO.Quinta' 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: Homeowners' Association Office & Building (Plans in Bldg. Dept.) PGA West, Lot 17, Tract 21643 Applicant Contact: Kelly McGalliard, PGA West Residential Assoc., Inc., 771-1234 Applicatio / Circulation te: 28 D to Community Development Department Christine Di Iorio, Planning Manager Date Publi Works Department Steve Sp vor Engineer ate Building and Safety Department Mark Harold, Building and Safety Department Manager Date Health Department Date Fire Department Date Schools Fees Paid Date WFOAHIq' A gtt1ENT 01 FORESIgI 6TAT PAOFECI,Ry RIVERSIDE COUNTY FIRE.DEPARTMENT ; „ i pF '' In cooperation with the "$1RE °p°yy California Department of Forestry and Fire Protection _ 210 West San Jacinto Avenue • Perris, California 92570 o(909)940-6900 • FAX (909) 940-6910 REPRRTMEflT ' February 1, 1999 James M. Wright Fire Chief City of La Quinta Building Department Proudly serving the unincorporated areas of Riverside Re: Fire and Life Safety Clearance County and the cities of: Banning The Riverside County Fire Department is granting a fire and life safety clearance for the 0 Beaumont structure known as La Quinta PGA West HOA located•at 54-320 Southern Hills. 0 Calimesa Gate access issues will be resolved on a separate basis. The building owner will maintain the Canyon Lake gates to the facility in the open position until the required Knox switches are installed and tested. Coachella Desert Hot Springs Indian Wells O Indio O Lake Elsinore 4. La Quinta .;. Respectfully, Moreno Valley - Palm Desert FRANK,KAWASAKI Perris Chief Fire Department Planner e,. Rancho Mirage San Jacinto `. By y Walter Brandes Fire Safety Specialist Board of Supervisors Bob Buster, -_ District 1 - John Tavaglione, District 2 Jim Venable, ' District 3 f Roy Wilson, District 4 F:IFE2%WPDATA\LAQUINTA\PGA WEMMW RLSE.WPD - Tom Mullen, , District 5 EMERGENCY SERVICES DIVISION O PLANNING SECTION O INDIO OFFICE 82-675 Highway 111, 2nd FI., Indio, CA 92201 O (760) 863-8886 10 Fax (760) 863-7072 71 . tf Recording Requested 9y 11 ANO.WHEN RECORDED MAIL THIS OEEO AND. UNLESS OTHERWISE 9H01Me BELOW, MAIL TAX STATEMENTS TO: FPGA'Ves't'. Res identia1 1 Association, Inc. Atta: Mike Walker-. 55940 PGA Blvd. La Quinta, CA ,92253 J . cifcaol lwo.AW 74-q50-0/0_ TITLE ORDER NO. g .340305 RECEIVED FOR RECORD - AT 8:00 O'CLOCK,, SEP 9S% PAID Doc. Transfer Tax FRANK K. JOHNSON R.eQa.d n cl ta.1 Records .ininie i"Calnn,calft— Riv. Co. Recorder Aacorder XFees$ SPACE ABOVE THIS LINE FOR RECOROER'S USE QUITCLAIM DEED t TIIc undersigned granlor(s) declare S): Documentary transfer tax is S ( ) competed on full value of property conveyed, or ( ) computed un full value less value of liens and encumbrances remaining al time of Sale. ( ) Unincorporated arca: ( )city of , al1J FOR A VALUABLE CONSIOLRATION, receipt of which is hereby acknowledged, PGA WEST RESIDENTIAL ASSOCIATION and PGA WEST MASTER ASSOCIATION do hereby remise, release and rurever tluitelaim to PGA WEST RESIDENTIAL ASSOCIATION the fullowine described renal uruperty in the County of Riverside Statc of California: Lot 17 of Tract 21643 as shown by Map on file in Book 203 at Pages 37 through 50, inclusive, -of Maps, records of Riverside County, California. EXCEPTING THEREFROM that portion -of Lot A-1.(Winged Foot)- of Tract 25500-4 as shown by Map on File in Book 232 at Pages 87 through 94, inclusive, of Maps, records: of Riverside County, California, lying within said Lot 17 of Tract 21643. PGA W T MASTER ASSO ATION Dated: '$8 t4S I STATL.or CALIFORNIA COUNTY OF RTVI rERSTDE ss. On ju."i?. er%'Y ti 14 q ( befure me, ilia under- signed,■ Notary Public In u.J I'or ul t CouQtt and Slate. Perwnally appeared $FT'iCi 'BASICL .S known to me to be Ute person wltose name 21 41iesubsctibed to ilia within ' tnsitument ami/.] acknowledged that executed ilia same: 4 _ _ [ a- •Y r. Signature 01 Nntary - {. FOR NOTARY SEAL OR STAMP BARBARA T. LARSH: COMM. 0978568 Z s Notary OUN1YILI ta My Commission Expires November 22, 1996 P 0 340305 QUITCLAIM DEED -Page 2- PGA.WEST SIDENTIAL ASSOCIATION Dated: Z g By: President STATE OF CALIFORNIA ) ss COUNTY OF RIVERSIDE ) On a , 1996, before me, a Notary Public of the State of Califbrnfa, personally appeared, !SA jc_ 0, c67 /? ►- personally known to me (or proved to me on the asis of, satisfactory evidence) to be `the person whose name is subscribed to the within instrument and acknowledged to me that he/she executed the within document, and that by his/her signature on the instrument on behalf of the Corporation executed the instrument. WITNESS my hand and official seal." Signature, (Seal) FEB= 1-99 MON 4:37 PM ' RIV.; CO. FERE •P&E INDIO' - RAX 'NO,'- 1 760 86317072 P, , 1,0' RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the F California Department of Forestry and Fire Protection 210 West San Jacinto Avenue • Perris, California W570 . (909) 940.6800 •.FAX (9179) 940-6910 . February 1, 1999 James M. Wright ' . Fire Chief City of La Quinta Building Department Proudly serving the unincorporated areas of Riverside Re: Fire and Life Safety Clearance County and the titles of: Banning The Riverside County Fire Department is granting a fire and life safety clearance for the O Beaumont structure,known as La Quinta PGA West HOA located at 54-320 Southern Hills. Callmesa Gate access issues"wili be resolved on a separate basis. The building owner will maintain the lake gates to the facility In the open position until the re wired Knox switches are installed and 9 ty P P q Canyon . . 4, tested. Coachella, Desert Hot Springs Indian Wells ♦ Indio Lake Elsinore 0 BaQuinta Respectfully, Moreno Valley R Palm Desert FRANK KAWASAKI O Perris _ Chief Fire Department Planner . a Rancho Mirage San JacintoBy � Temecula . Walter Srandes l Fire Safety Specialist Board of Supervisors ' Bob Buster, Disttid 1 • John Tavaglione,'— District 2 Post -It® Faz Note 7671 Date l o O Z 0 pages Jim Venable, District 3 // To/ u�lCc� From \ Roy Wilson, CoJDept Co. District �orAWA-Wesi M r_RLse.wvo F:IrEnwPOATAwwrr Phone 0 Phone it Tom Mullen, # Fax l ( District 5 Cit i3�.0 _-r 3; r Imo% R&JA EMERGENCY SERVICES DIVISION ♦ PLANNING SECTION ♦ , INDIO OFFICE 02-675 Highway 111, 2nd Fl., Indio, CA 92201 ♦ (760) 8638886 . b Fax (760) 863-7072 JAN -27799 -WED James M. Wright Fire Chief Proudly serving the unincorporated areas of Riverside County and the cities of:. Banning Beaumont 0. Calimesa 0 Canyon Lake O Coachella a Desert Hot Springs O Indian Wells O Indio s Lake Elsinore O La Quinta P Moreno Valley a Palm Desert O Perris 8 Rancho Mirage 0 San Jacinto 4 Temecula Board of Supervisors Bob Buster, District 1 John Tavaglione, District 2 Jim Venable. District 3 Roy Wilson, District 4 Tom Mullen, District 5 I® 4:54 PM RIV. CO, FIRE P&E IND]'0 FAX NO.- 1 :760 863 7172 P 1 RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the Califurnic► Department of Forestry, and Fire Protection 210 West San Jacinto Avenue • Perris, California 92570 • (909) 940-8900 • FAX (909) 9446910 January 27, 1999 _D . To: City of La Quinta Building & Safety Dept. JAI .2. Attn: Marie Harold: - Re: Clearance for Temp C/O SOP 97-615 This letter is a follow up to the lost message sent by Nick'Cadena regarding the Fire Department clearance for the temporary C/O for the above noted project. The building' currently has a.fully.functional fire sprinkler system serving the building. The final required item that has not been installed or inspected is the sprinkler monitoring system. The building owner representative has stated that they will assume all liability for any damages (ie., water damage) incurred to the building in the event that the fire,sprinkler system activates and a monitoring station is not notified for appropriate action to dispatch the Fire Department.- This epartment.This clearance was granted by Nick Cadena on 01/26/99 with the understanding that it will be effective for only one week; upon which time the alarm monitoring system should be installed and tested. 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 13y Walter Brandes Fire Safety Specialist F..VEMPDATAIUQUIMA MISM P9791S.WPD 6 EMERGENCY SERVICES DIVISION ♦ PLANNING SECTION INDIO OFFICE 82-675 Highway 111, 2nd FI., Indio. CA 91201 4 (760) 863.8W 6 Fax (760) 863.7072 Certificate of Occu anc- . City, of La Quints Building and Safety Department ..OF. This Certificate issued pursuant_ to the requirements, of Section 109of 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..A f 54-320 SOUTHERN HILLS Use Classification: COMMERCIAL- Bldg. Permit'No.: 9805-0157 'Use Zone: COMMERCIAL 0 VN .,..Land Pccupancy Group: 13 Type of Consti c u' ti n: Owner of Building: PGA WEST RESIDENTIAL ASSOC Address: PO BOX 1060 City: LA QUINTA, CA, 92253 By: DANIEL P. CRAWFORD JR. Date: TEMPORARY EXPIRES 2/26/99 Building Official C of 0 may be revoked if,fires prinkler system does not comply 2/2/98 'T POST IN A CONSPICUOUS, PLACE ■HODGES & HODGES ARCHITECTS• Architecture and Planning 7777 Girard Avenue, Suite 203 JJgN018fCalflb a 92037 (619) 551-9225 fax'5 5+ 226 AUG 13 REC'O August 11, 1998 T City of La Quinta Building & Safety Department P.O. Box 1504 La Quinta, CA 92253 Mr. Mark Harold, plans examiner Subject: PGA West Residential Association Headquarters Building Special Inspections Dear Mr. Harold, We intend to use the firm listed below for special inspections required on the project. Mr. Jack C. Millin JCM Inspecfions .39725 Garland Lane, Suite G Palm Desert, CA 92211 760 345-5554 fax 760 772-3895 As we discussed earlier, I believe this firm is acceptable to you. Sincerely, Donald C. Hodges, AIA Principal f , cc: KellylVlc Galliard, PGA West Residential Association xlIJ < ([:n ..5. `j t .3`,e i°:.1. (gym "`i1_ d'S •• ------ L:I.6_Z3YFoc;aS P o -G • CY sridd.- LAWr A C :.f,rIsT-!A14cItICE- +S $ GA&r— NEW/AIJ r0 -13C 10 6AG£ I iIV ` -: _PbiN-t- "o F. coNNECT/oJV, EkcsruJG- ./GHT GiRc ciT._ _ BODGESeouc¢s MWEITects OFFICE AND MAINTENANCE BUILDING - 81TE 71M4U..4 f...— $Wt. !of PLAN Q 4 lal., t.u,..w• fro» PGA WEST Residential Association euu in -.r -o - .If 6f1-07IIf . If f) ffl-fY! ..rRL 1, IMl a.tr Ce rtrfica to o f Occupancy. City.of La Quinta MoF1 BuRding and Safely Department This Certificate issued pursuant to the requirements of Section 109 of the Uniform Bui/ding 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:. 54-320 SOUTHERN HILLS Use Classification: COMMERCIAL . Bldg. ,Permit No.: 9805-057 Occupancy Group: B Type of Construction:-. VN Land Use Zone: COMMERCIAL Owner of Building: PGA WEST RESIDENTIAL ASSOC Address: PO BOX 1060 City:,. LA O.UINTA, CA., 92253 By: -DANIEL P. CRAWFORD.JR. Alga . Date: 2/25/99 Building Official POST IN A CONSPICUOUS PLACE J ,1I Im M Y 1 y op • r r.; -- ,gyp , - G 78-495 CALLS TAMPICO - LA OUINTA, CALIFORNIA 92253 - (760) 777-7000 FAX (760) 777-7101 July 15, 1998 TDD (760) 777=1227 Ms. Kelly McGalliard PGA West Residential Association P. O. Box 1060 La Quinta, California 92253, Subject: Sign Permit 98-426 for Site Development .Permit 97-615 Dear Ms. McGalliard: The Community Development Department has reviewed your request to install two permanent identification signs measuring 1'-8" high by 4' long with uplighting on the perimeter walls of your future facility at 54-320 Southern Hills. We have determined that Planning Commission approval is not necessary for your application request because each sign is less than seven square feet and consistent in design with, other miscellaneous PGA West identification signs. Sign Permit 98-426 is hereby approved pursuant to the attached exhibits, subject to the following conditions: 1. Obtain a permit building permit prior to installation: 2. Contact the.Code Compliance Department (777-7050) for a final inspection once the -signs have been installed. If you have any questions, please feel free to contact our Office at 760-777-7067 Very truly yours, J Y ERMAN DEVELOPMENT DIRECTOR G SDELL Associa a Planner GT. Enc. c: Community Develop ment-Dirrector Building and Safety-Direcfofl Code Compliance Department - Planning Manager LTPGASign 25 MAILING ADDRESS — P.O. BOX 1504 — LA OUINTA, CALIFORNIA 92253 - eD SITE SIGN PLAN KEYNOTES: I. "PAINTED WALL .SIGN APPLIED TO WALL. SEE DETAIL THIS SHEET. 2. FLOURESCENT UPLIGWT, 13W WARM°WHITE PL FOR SIGN ILLUMINATIOP * L 4--0- h u PO. WEST RESIDENTLkL ASSOCI 11 EG 7 . 5432® g A --SOUTPERN HIU.5 ENTRANCE SIGN EL VATION oV lo u w PuA'.VvJEST I i o m o RESEDENTL&L AS S OC LkTHON e 8 MADISON STREET ENTRANCE SIGNELEVATION NOTES: 1. ALL SIGNS ARE TO BE PAINTED ON 1/4' MIN. THICK PLASTIC SUITABLE FOR EXTERIOR USE. 2. MOUNT SIGNS ON WALLS WITH CONCEALED STANDOFFS. INSTALLED POSITION OF SIGN BE I' FROM WALL.. - 3 SIGN SCALE 2 .ELEVATION GATE 5 AT MADISON :STREET SCALE V80' BY MANNING IVISI®N EXHIBIT G a DATE % / f S ._CASE No- • iL r 2 .ELEVATION GATE 5 AT MADISON :STREET SCALE V80' BY MANNING IVISI®N EXHIBIT G a DATE % / f S ._CASE No- • iL SenttBy: Cottrell_ Engineering; 619 488 8761; Nov -23-98 7:36AM; Page'1/2 COTTRELL ENGINEERING • L Consulting Structural Engineers RECEIVED FAX TRANSMISSION NOV 2 4 1998 DATE: November 23, 1998 ORR BUILDERS NUMBER OF PAGES INCLUDING,COVER PAGE: i TO: Brian Orr COPIES_TO: Don Hodges Orr Builders _ Hodges & Hodges Architects 551-9226 FAX NUMBER: (760) 360-5591 RE: PGA West MESSAGE: On November 19, 1998, I performed a site observation of the project. The framing was completed with the exception of the mansard framing and the plywood sheathing on the masonry portion of the building. We found the construction to be in general conformance with the intent on the plans. We request the following corrections be made: Tighten all nuts before closing in the framing, especially at holdowns. The shear. wall comers were not built per Detail 4/S-7. Renail per the attached sketch. All plywood shear wall sheathing.to be edge nailed•to the 4x holdowri post. Add a new drill -in anchor bolt to the ledger. in the electric room. Please call if you have any questions. Tom oQROFc S y7 No 7979 r - r Eip 0.30 o2 r' ALF i PRU1C 1' NO: 9814 ° PERSON SENDING: Thomas Cottrell 624 Pismo Court, Suite B • San Diego, CA 92109 •; (619) 498-8760 • Fax (619) 488-5761 ON N JCM Inspections 39725 Garand Lane Suite G Palm Desert, CA 92211 Phone: 760-345-5554 - Fax: 760-772-3895 Project Name: Project No: Date: Project Address: UBC t..► Title 24 Ofhe'r A W Client: ~v Sub -Contractor: ( 1% , S e Opt Weather: I—q%A—AQ (A1AVtWk General Contractor: Architect: Structural Engineer qq b Location of Samples: Welding Process / Electrodes: e, 1 5 0 ei r oAn;,, Slump (inches): t Supplier: Time Sampled: Mix Design:-' Time in Mixer: Specifiedfled Strength: Welders: Water Added @ Jobsite: -- ° Admixture:` Concrete Temperature: -"' Truck #: Ambient Air Temperature: ` Field I.D. Marking: tt Description of Work Inspected: ff tt •' n e s s E. 1 ! i %! \a 3 ti , LqQ L{ :Q d i lltY S 0 13 . a C "1e i Q f.4Ae. a n!! R . n ,1'i' ". Q ! l +.R! n ; ., ''1 „►R Q f A r, " ' \ r 1 ,, n . 1 j A. E / t h!. "A.. ' %MfR" +J n r t . s._ n ` fi!f oa R'%40) fr I rhd C rA .A L9i ,.e P't !f' c' , •w ' V r' A'1 C .A ` Pageof E Inspector:C d RW S. Ta ck ontra6tor,!rRepresentative opy t JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency e'ft ..v' •}•`. t+ , _ .? .1, }o- ,.... r, n« . ,. ., .,r. » : . c ^. r. :. : u. ,. . h' .i' `+ ' "'^+'t' =: 'YW V71''' "'. 'YiT....t# r•;y ` `'r" 3 •r 'iaF ., `A.' •y+r+ .l- .,.Kti ;TY tar+''i!'r'3 i' d v'ni%F'. , ,r r! ' il s •—si-fr`: Srrb ,i'7r t.K't :° ' .w, • .v ..rr""' , e. ,. .}: L's JCM Inspections " 39725 Garand Lane Suite G Palm Desert, CA 92211 Phone: 760-345-5554 • Fax: 760-772-3895 Project Name: -C r WFS ` n Pnanc¢. Tac.i`t \ Project No: iS_09 Date: %U J) _9% Project Address: 543( ao C 5 La UBCy Title 24 Other: n i il, a Client: t j uJesfi Rpsi d ey . o Jl Sub -Cor tractor: CZo , - ' 4ot l5on c JWeather: Son ►." General Contractor: ® u at:5 Architect: ecQ Structuraf Enrg` i 'eer C aP1lq 5 C0' CP.t1k Location of Samples: G't a ' X$ 6 c n"A So -allC' QauP Welding Process / Eledtf des: , 3+_ytr\;A - Slump (inches): 9.O p Supplier: - ' t'Q Time Sampled- 0 \y Mix Design: Time in Mixec A4 1 n r- Specified Strength: A-000 AfS Welders: Water Added @ Jobsite: c q Q Admixture: Concrete Temperature: -7 ° J Truck #: l 1 —r immo. Ambient Air Temperature: Field 1. D. Marking: Description of Work Inspected: t '7 P Ca e Q 1M P n 0 'C CS R ; Tq r LL W e QNt f ►7h C St7 l \. WA i 1 Gp AIZ, e Sc• 10 Cd %.kr Se s. G.1 e reA n or uup N o,,,- a r 0% 4.1S o G C. r c Joh y S G $ p %. n ; z•o Sa ,i. eX o4e vac , yr a>✓ . R 0 t . fi X00 ...Alen. RAS" s S;fV. ', 9- a 1 cfic e cq . w. c.CQ CL* c , s ; wc s , 14c . Y t o ; o T' Q' V. 4" V c[1R 1J fP Ar ;( C S1i PClCRrA(1 l (. %JPra. e, S.CotiCq a• INV pi°?r_.),0 e% OT G •+ tAA'tA . `(1 O F f,l tvl^ C W& " reV r► tJ 0 _alt `1 6 < C' LA ® M t' ifJa e" t?_U_J t aC-0 i EC1V)a Ir, S V a br w0 USC A—,, cm mss rX e_ A -4i -e J .1t \ 3 i ^ G ._ r4 : fl 0 7 ,. •1 S1 R:- GY<?. ', rl .e.iWO! t.S /.i f' `'C C .ii QMa_. t, "1 11)O C "CO C1C 0 1?, r 4--s-)r, Gl i A C.@7 5 c7 G\ WDP 't s1 °Jc.c G}a! i, nnit A cep C. PC r _ n 1 O'n t7 Page of i1 Inspecto' r"' _ ' t k 1 ,•-Q Contractor's,Repree / / sn_t atiivvee: /"CBpy 1 JCM Inspections Copy 2 Project Superintend Copy 3 Governing Agency T JCM Inspections 39725 Garand Lane Suite G Palm Desert, CA 92211 Phone: 760-345-5554 • Fax: 760-772-3895 Project Name:.y- (s A �.Jc Project No: I ' cmas; Date: l . 1 / C7'/ ' kn Project Address: UBC Title 24 Other: ++ ,, Client: 1 Sub -Contractor: , l;k � %A— upi te1 b). of 0.0nnv-1 Weather: S44 'l1 Id t General Contractor: rc\hiitt�jct: L j �`1C'CY `Ynti<'C� Structur I Engineer: (JCC -0r '�i On �SiY� �i,' [+ef'. A Q Location of Samples: (� r 4, `l $ $ "f �� t Nva l �► a . i� �'��; 3 .�., Welding Process / EI'eetrodes: ��l ln1CJY^ 1A r Slump (inches): r, M a v Supplier: IN Time Sampled: 10',5220 Mix Design: (n05r8 'k % -i c, of Welders: Time in Mixer: . — •..I*oel -A %. rft<<Q, Specified Strength-. Water Added @ Jobsite: U O Admixture: • a 1 r.f u Concrete Temperature: n&! F Truck #: 2 )OS-AOL,ate Ambient Air Temperature: 90 � Field I.D. Marking: - (-),X '`t Description of Work Inspected: lei A %4k1c�•tk \en a �fT �e e, �"Jtf'e wag( -X �.0 IN-10ti_ 11-115%e 4(-,) C"Ce a" C -0.!Z' i _ v-tC %.11'ZU !s\lcxp 1 . rG`�er GAA � \..3 tt.Y•e' I CS i�n..:-i L4c.) ft i a, r r ,�/ orf t c Fir t9) .` e r.. 1 a e r C C •Q VANI l It 1 -.,,. ea,: 1 c . n i C MLI 'T<f r vi g. e \ 1,.. c -kA • r\ f2 'A drr %f, -., -ft( 1-1IGO I, IrA (.-,I c -n. � � +e, at ,.:tMI J C-1 �OV' 4P A a: -7 4 ks r on ols <2 -- iLl A. . 4L Q ` t e \ e.» rr! t!, c .o t t1 Te n .! a, ` f��l.� '-, 1 n c' o Xc, %i .v Q C C t, t, Cd �1 Pr Q Ne JP f 6'e S. .1 b C4, n l 0't 1r t � `\Alt `y ,�`{'fi�r'+CO„rc�C 'rQw7 1tA' \^ �ic lv 4"6:,i C:,)cofr�l n` A' \ 1 n 1`,AfrO R X11. :fr�1�/P�' \ n' 0;.-) n C amity S r� r U1. 1 n A 1.1p` It/,4 r LA )Aalp r7, R r_'_'nJA Is Z!\ ra i`J 0' !h L-1nn:a \)'. w610' tlC-t_i "i,_ CA )C^ Ase ;�►AA- - J r LI%A � ti � :A 11f1p, ok �! I v v V LA9y ee F.4) °7l s': A (0 \ '.•t, t It M.. t1. \� C✓!"1 n'f t1 C.i A n it*” i A'lT�C S' ~7 C1 `f lix.nC Page / V" ` Zo U 6C. C0 -X4 n r c .� t ,4c", c", Gr N A A s�'r of n +X4 t . f rf : InspectorC,° ,tt`1t\ 'CIM) Contractor's Represe (tative: v ) CCppy 1 JCM In C) S. Copy 2 Project Superintendent v Copy 3 Governing Agency JCM Inspections E%&4;m 39725 Garand Lane Suite G ., NOV,.A 6 1998 wlva .• Palm Desert, CA 92211 Phone: 760-345-5554 • Fax: 760-772-3895 ORR BUILDERS Project Name: Project No: Date: c2 c a 8 09 OATit-(0-99 Project Address: r S LA OBC Title 24 Other: 2Qn Client: Sub -Contractor: 1Weather: + u: ( c unn War General Contractor: Archite t: 1 1 Strue ral En i" er: c Ovc+ S • l ca CD ( (k l rin Location of Samples: r Welding Process / Electrodes: 4> ,tn!R el %A d--- — " Slump (inches): Supplie : Time Sampled: Mix Design: Welders: Time in Mixer: peel led Strength: Water Added @ Jobsite: Admixture: Concrete Temperature: Truck #: - Ambient Air Temperature: Field I.D. Marking: Description of Work Inspected: [n Of% CA10 \ ks a n (0 1C 8 `C'LLV 1 n Aa9ca 11ePrence— rJ,e-cr% a•rn t rc. + n f++t Jtre. pyo ext ao el uic-Ck) YN45 i+Is\" E.. CaCh C+IQ, 'tC^>C k-khcv — 0 t,J .; wire." tOn n%N0Ub. u« -a So e X-j b s ('QoZ- C t? o-r V+ , 0 1 f, G'► M O .' A r o.- E' C) O'1t . ` V1L- i .+• S P G Q: i, ' •P r e.. 1 ) R ;.r o © e c i i rt s• c+ + A ON Cb -TIU rn .4"t "C. C 2 o v1,\ esS O t fl +r.s v Ot>?7y C\ cl✓! G tS Ccs Ce "Sor t Q- ' t. c C, k i cp Co v -e,- ' Com' A G -J `7oo0 Sp ry X v ' 'I eC i n a t I Aja, coil? -Alen F ry n wt7 FZ 4y , \>01\S W kre n 0.JLl' e C E G@ U. s4e✓Q tY .was i s % ,1 c ia Page of 14 Inspector:- So"C e— C., 0 Contac r,,' Representative: C,.- 'py 1 JCM Inspections It_- Copy 2 Project Superintendent Copy 3 Governing Agency w, h.i++(^++i'!r F .:_,-•._::",' i/.;.i'f. fi.y^'tiA4• yt{:r r .. ^"K+"" :"'ii'?I. ,sk',. v ' 4 1 JCM Inspections 39725 Garand Lane Suite G Palm Desert, CA 92211 Phone: 760-345-5554 • Fax: 760-772-3895 Project Name: Wa . inn c.e - o 9 Project No: 9,-09 Date: 1S Project Address: SW O. \ ,Vc i ( Jlul, a C E, 9 UBC I..-- Title 24 Other: J!^ Client: G W _ o APw ': SDc.r. eSnub-Contractor: QLo a Weather: 11 um Gf General Contractor: Q u'. ( c Architect: od t o Structu ,al Engineer: ceL14 • r, 1n p, f1 Location of Samples: rAoc $ k 16 'A\ko C MLA 10C r\._, COf Acl !A t! S 'e0 11 Ci Welding Process / Electrodes Slump (inches): "— Time Sampled: 1 j cz '0r. Time in Mixer: 10 r, '. (^ Water Added @ Jobsite: Ihs9.o b+t ce e " Concrete Temperature: SO Ambient Air Temperature: o° Supplier: c f Mix Design: -r I •+ `` h•1n r Specified Strength: 1 %n o Admixture: O—Va-- Truck #: Field I.D. Marking: Welders: Description of Work Inspected: Inv e,fin^ nuc . C eQ.X to tk4.fit, O•ac can 5 z C136r- '1. ,C . VO -Al C '11) t'\UC flc t).0 -_xO Vt4Q o -A Y C 4. Jr Nine—, r f W® k•. ioS c _Q i c 1d`c 2 ' u` C"o . .r'r acrU ,i n A/ `eo / Page of Inspector:--:5Q' (, , ; n Contractor's Representative:_, - Cop 1 JCM Inspections , Copy 2 Project Superintenden..► " Copy 3 Governing Agency y f rjr • k t^r',' ' wcYir^Ca , t} ,e + w c 4,;q a a+}P5 JCM Inspections 39725 Garand Lane Suite G Palm Desert, CA 92211 Phone: 760-345-5554 • Fax: 760-772-3895 Project Name: P g 1 c !1 tt n c_n a. ,,. Project No: 1 i _•69 di S Date: I / C_ - O - 7 . Project Address -UBC 'S lkAllt ! `-- Title 24 Other: 2S. o 'Act n t o Client: G A W e c s: c r' n , c y o t►. , Sub -Contractor: a r `ra- es r {`(lab n Weather: U n•' `IJa General Contractor: OC, ( 'V Ar hitect: ( Structural' Engineer: kM— 0A ZI-e A Location of Samples: g yt g (1(, Lr l We- w I Welding Process / Electro' es: C0kACSPS I) - Slump(inches): Supplier: Ft Slump (inches): Time Sampled: C '4 Mix Design: _TApa r"0 6 --e Time in Mixer: ! D MILAvs Specified Strength ' 1%a o Qs-.',' Welders: , Water Added @ Jobsite: Qom, } Admixture: n o 'V -- Concrete Temperature: lt" Truck #: 1S S ' A ! Ambient Air Temperature: Field I.D. Marking: Description of Work Inspected: ,c wA %M c 1 1 t+ co nT i u o.... t . csz. r• e k C ! dJ r '\. C • r n t,t r c ["O o 1_2> O r '1 o f O W P v,.3 0 W C/9 t^ c, f •}:fit 0 14 c C. vy\ Cv c r P1 nA-r' s n e% k-ze r V r r t e Q Wt , • ,, C "'Jf 2 nn aJ CAL9 Ci o D,o f . o G01/ocncl S Ac 1 ,,`,}. 1 G ,\1 cy wl LJ Gro'-`} ` {{ z r..o Y OG ' 1 ` 1 G.Cfi;.. WpCe. G\P , OA 1•f 'Le R'kQ.U Y9',%S_ *\ _r'D 0(J A AO(' t L( f ri, S a _P r k).Al P e Co q LA t r C-0 lR Y E1 C '1 L O aX P b tIr 4 0002r,qn P[k C.1' S t O C1 le 0 r 1 ' , . • tlC 'nC . ' 010 r r> \(A nc e- cc, 4 t o Cn Page J_ of Inspector" 4 11r; —_XX 3o Cointractor's,Representative: 'ZC-opy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency °Sf n_ JCM Inspections 39725 Garand Lane Suite G ` Palm Desert, CA 92211 Phone: 760-345-5554 • Fax: 760-772-3895 Project Name: G wp: C . a. et✓ tti , - Project No: q 4s- 5 Date: Igo- _C Project Address: .y \\ UBC c.r Title 24 Other: Client:{ r' Ww_ Fatc e - y NS<.0 C_.$ Sub -Contractor: RY Weather: I 3u, -t Mi Poee-z:! 1 L ickc General Contractor: Architect: fStructyral En neer: e Location of Samples: `d q C, -U w,,.LT W &QV Welding Process / Electro es: t A ou.f S rC ea "A G Q Slump (inches): 61.00 Supplier: Time Sample r lb " ` Mix Design: 00 O S Time in Mixe :%Awrtep ea Specified Strength: c20124 t Welders: Water Added @ Jobsite: C cQ bnc- Admixture: " 1-A Concrete Temperature: ° Truck #: k1w. Ambient Air Temperature: S ° Field l.D.Mar king: Description of Work Inspected: thr► n a ti mn.n ( G CIYw14. r - or Pr Wti:.d(S u I X C Al S'r C'Vr Qt Are r tr1 or it cl " tc 4 ' Q. C9t rC V t'( °-1 -lik it C_► kinri- o + bts C' 1are. Crsr. tr-s Wl'1r c rc ,r 050 `Ac 1& CAu"NnS Ack;Ook 10 ,rn.C.. , C r1 c4tcr ,/ e` +fi +C rlfo ch(' r r -,AGe-rC% tu- a $o e\0 we5 e.eaara t y .f v b 1 or 'ro ' n i STt •c a.S er C{ e r trJ PC'e E'e U rG,. c. 1 Tom-• Sot 0, n O,'► OOL S1Ge to 4e' CO.ltra ` t9tt N , 1 A,Mu%1 a„'.Q , d, r cj ►17C) 61 ' -\a j 9 f e -It 4 tai,-t f:. XP. c , 1 ra ga. icei i vi ( 0el W,a3 %A sol conswk.'f 4 AAG,O 3 C'A 405 W[9 C 1 . r e..Jwd t1 t cDM 1 r. a '0O2{'S TQ 1 n UZ . Page ' of Inspector'."Ma,& C -o', M. \` k _.T_G_%P Contractor's'Representative: C.. 4J a Co) )y 1 JCM Inspections Copy 2 Project Superintendent , Copy 3 Governing Agency 70 yi y i...zi.. - , • Jie C ...4. [Ic-r Y r.iil' t > h'['i t r }},,ryyt ,* :. d " ..ww.:, .. JCM 'Inspections 39725 Garand Lane Suite G Palm Desert, CA 92211 Phone: 760-345-5554 • Fax: 760-772-3895 Project Name: < a: r ect No: IR-09as Date: b- 9-ci Project Address:UBC t .,r; Title 24 Other: Client: !RG to r.ln.. SSrx. _ Sub -Co tractor: obe r ck-in c Weather - Wl u ovr+. General Contractor: Architect: Structura Eng ji eer: O C jt-Y I cane Location of Samples: `` 1V n oA Welding Process / Elec des: Slump (inches): s'O Supper. ^1 re Time Sampled: — ` Mix Design: --? 00 O 3 Time in Mixer: Specified Strength: -% 00 0c i Water Added @ Jobsite`. Admixture: Va V ( Concrete Temperature: Rv Truck Ambient Air Temperature:+ ° 1= Field I.D. Marking: Welders: _ f Description of Work Inspected: 11 r Dcol;r CCtUr O Act, n 6A Q a e: S , CQtt nc a rv,Pn. t>s. . ! C I .0 . Vnt- ,, CXt f) a 4 t , C ' t . .r - ori, XK `So . \ i .COI CJ 0. , ^'V%oOU +'. \ I C e:IGkc . 1 \ACSZIr,@a c Sr f 8 t7lil, e'p.0\ r SPla, D nomn.J Q o.JQ rl a One, W I40-_ A 0n U c t, rau,r — elNa ,1 r VNlz%,,P 1A fvNqrsAnne. - '% n(d)rew U ie -0 C 00 '. A X', V,. G1 klls c rr C. n nCJZ, (. AAt. Vo1UoA Page of Inspector: `q `1 r` " c Q Contract o ri R epresentative: Cq y 1 JCM Inspections Copy 2 Project Superintendent v Copy 3 Governing Agency ,, ,,.,, y . F 't: s}y . . \ rwq t ! v _° , zr r. 11i+++hq x"' ,.. "y isw 45I "'v. 3 w y.e` X" e •Si:. ;.t 7 i ° F-- S :.^ +', JCM Inspections 39725 Garand Lane Suite G Palm Desert, CA 92211 Phone: 760-345-5554 :.,.Fax: 760-772-3895 Project Name- 1 Project No: Date: Project Address:UBC Title 24 Other: Client: n p ` A Sub -C ntractor: o e Weather: V- g. e l't s c C • 1 O c 1 t MSo n WO 1 n - General n Architect: ( Structu alEnginneer: t :Contractor: 0cc tiS.t ,Ls CSk+Z v r rCi:1 Location of Samp$$ Ko aJ Welding Process / lectrodes ' C'S""ll't`O ._CnV " .. B `. -: .. .=-* ';± ,re' '`ra> ;r -r!-" •» -' Pi':: r . .. ... . Slump (inches): ,00 Supplier: -BSAc [. Time Sampled: 3o cxt h Mix Design: i., CYSo3 Time in Mixer: af't)-CC Specified Strene, , Welders: jth:-20chO Water Added @ Jobsite: 35 4auxnn,, Admixture: — Concrete Temperature: :1S oT Truck #: I tA Ll Ambient Air Temperature: ,f- Field I.D. Marking: S tly (., Description of Work Inspected: C 1Arx )Or . 1 b 16 11Q- e bo''•SVom one m1 •..hcl f ac7( 'r o OtICS tai.:cna-li :c'\.,, ..a•C -►n . .t. c*..- .__ "C CeE, l -(&1LCo` o t i A estpp t.tl ...1 . ,. IJ e e.v,lt 1►1 ea-\D C WETS -; c (.;l r; Y LI'' 't r . rQr c.a, ,: p. s ., R,QC'to nv;, t`cA 5 J Lb 1Ws , GQj 'w CoNt 014"' 1%1 F. 1o f l ern. 1 11 ne 1ln wi v 1 1 M N SA t u* .tc t9 h l r 0-& 0LX. 0Aer V --) n vwl Cz \V ¢. 06\ V i ammko ft o R n DC.;'.t'1L ,'?- so n— Okil '.4 .k- ;t_lVrn J i► S /• " ; \ d c C IA— Ql %i T' e Vim\ µ \ ^ yy L ` A t \nnvt •`f .. eci c1 r + c v4 t \n r Page of lnspector'S.,` ., , \\ C Contra2krsRepresentative r X1`1 < •I' Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency t: ks rL- JCM Inspections 39725 Garand Lane Suite G Palm Desert, CA 92211 Phone: 760-345-5554 • Fax: 760-772-3895 Project Name: Project No: Date: Project Address: UBC Title 24 Other: Client: Sub -Contractor: Weather - General Contractor: Architect: Struct raI Engineer: Location of Samples: 'C \. - n,2 ae. _ e"" -i: :fit+ —, - :•. -.- -._. -.. .. ,. ...._ ._-.... Welding Process / Electrodes: - . i--._ _ _ Slump (inches): J,t Supplier: Time Sampled: Mix Design: Time in Mixer: Specified°Sfrength: Water Added @ Jobsite: -' Admixture: Concrete Temperature: Truck #: Ambient Air Temperature: Field I.D. Marking: Welders: Description of Work Inspected: ( 0 V d 41'o . rV A f r t 1 ' p r^a VVI 4.,. e, e - A ^ !2 + f i" r S r^ ♦ r atf j . s F, t eAK-'a a Ca '1 C R ^• C J v 1r'i C, J -_ IPn of • v 0r):% r r5 )'A n !:4 i , C l t ' e ,° ,r , e t p • Aa► c T" <1 ! ' t r' A)9'%01 C tx'kiil-k X P k r . r c IIX a - UCS. A, Q ` spa, < 'I -"Page of Inspector` ^ - l c ContraisReprese : to Ive: Y Coi)y 1 XMInspections Copy 2 Project Superintengent Copy 3 Governing Agency Sent B!- CoRrell Engineering; 619 488 8761; Nov -17-98 5:44AM; Page 1/1 COTTRELL ENGINEERING r. Consulting Structural Engineers _ FAX TRANSMISSION 'jl '' - oo , DATE: November 17, 1998 NUMBER OF PAGES INCLUDING COVER PAGE: 1 TO: Brian Orr COPIES TO. Don Hodges' Orr Builders Hodges &'Hodges Architects 551-9226 FAX NUMBER: (760) 360-5591 RE: PGA West . L MESSAGE: Per UAC Table 23-1-S-1; a 23/32" OSB T&G Structural Panel with a span rating of 24" o.c. is acceptable for roof sheathing over trusses spaced at 32" o.c. Please call, if you have any questions. Tom k z PROJECT NO: Y 9814 PERSON SENDING: Thomas C; ottrell , 824 Pismo Court, Suite B • San Diego, CA 92109 - (619) 488-8760 • Fax (619) 489-8761 %6A APA - T50 a ci i .-...."•`--= t •::' Page 7 e16 109 TABLE 3 LIVE LOADS FOR APA RATED SHEATHING AND APA RATED STURD-I-FLOOR WITH LONG DIMENSION ALLOWABLE UNIFORM ROOF PERPENDICULAR TO SUPPORTS"# _7—T APA RATED SHEATHING ROOF Floors APA RATI!D SHEATHING/CEILING DECK _ ---- "-- -- Moximurn Span Allawcble LIVe loads EPA (inches) --_•• Ih Without _____ Spacing of Supports Center-lo•Cenfer (inches) Mosrimum Spon Span Rating Edge Supports Edge Support 12 16 20 24 32 40 18 54 60 (inchwe) Raaf/Floor Spon Pant Thlckr~ (inch) 12/0 5/16 12 12 30 0 _ 16/0 5/16.3/8 16 16 70 30 0 '20/0 5/16,3/9 20 20 120 50 30 0 24/0 3/8,7/16,1(2 24 20, 190 100 60 30 0 24/16 7/16,112 24 24 190 100 65 40 16 32/16 15M. 1/2, 5/e 32 2e 325 180 120 70... 30 _ 16s 40/20 9/16, 19/32, 5/8, 3/4, 716 40 32 305 205 130 60 30 203•' 48/24 23/32'13/4,7/8 - 48 36 - - 280 175 95 45 35 24 54/32 7/8,1 34 40 2x5 130 75 50 33 32 6N 17 7/8.1 60 a0 - - 305 t 65 100 70 SO . 35 32 60/48 7/8.1,1-1/8 l 60 .18 - I - 305 163 1G0 70 50 35 abs APA RATED STURD•I-FLOOR Roof Floor' Maodmum Span Allowable Live Loads (rA (inches) With Wi•houf Spdng of Supporh Ceme►•lo-C"Iff (Inches) Maximum Span Owing Panel Thlcknese (inch) Edge Support' Edge-- Support 12 16 20 24 7II40 46 SI60 Span (inches) - 16 oc 19/32, 5/8, 21/32 24 24 185 100 65 40 I6' 20 oc 19/32, 5/8, 3/4 32 32 270 150 100 60 30 20J - 24 oc 11/1 23/3 3/4 48 36 240 160 100 AI 50 30q251 24 32 cc 7/8.1 48 40 - - 29S 185 100 60321.3/32,1.1/8 J40 60 48 - - 290 160 100 afls o No allawobt. F.e loads ..ors deurmined voting a deod bod of 10 P.1.11 4r. d. -d lead aceeds 10 pot Then ih• li- load sties be red.rc-d acce#dirgnr. 'Applied lo,ponals 74 idN%a•.+der. s Toneu. •ond•growe odes%, panel .dve diPc (ons m;d.or ba"en .acts support e=cepl do eauaVr .peed beMo•n n,ppQm 48 lnch" on cenkrl. l.mb.r or omer. OnN lumber blocking -will so%tfr blocked d;ephradm m4ulremvA of Tobl. No. 1..•c.p oc roNd in S•clon 3.2.3 bloch'ng. , • A.Mr•tour lndcae for In•indr ponds. I Is pormined to be used cyst hominy of 24 wKh•s oa csm r .Acre 3/4:nds .oad srlp goofing is Installed or 6911 anal•• to pi.t. • is permined to be used ov.r Iraming tpecod 24 inches on corps# for goon vri+.re 1.112 ; -ch" of cantdor or lighnwigM WKMe is OW441 o+.r 4b pon.ls- ' live load not to exceed 100 pot. dead load not so ..coed 10 pct, accept as nosed. s Total food nm b wceed 65 psi. • Sl uniuv 1 In = 15.4 mm. 1 k = 0.3 M. 1 pct . 4e lb f •JCM Inspections i^ 39725 Garand Lane Suite G Palm Desert, CA 92211 Phone: 760-345-5554 • Fax: 760-772-3895 Project Name: e wp 'FcAA" Project No: Date: ,- ;Grp , _ s\ Project Address: '.`iiS i4 UBC ✓ Title 24 Other: Ac) Sn>a r C'.IC . Client: PS.i L Sub -Contractor: i 1 CDi1CCn-[G ®nSF Weather: IVJ hf GA WPS i rfL... 'A . lR t!V General Contractor: clNk'%A Architect: F A 4, N , Structural Engineer: C 0- e) e_ O Ccs. CJ\ l eine Location of Samples: Welding Process / ElectPodes: Slump (inches): - 0 Supplier: ay.-------= Time Sampled: Time in Mixer: Mix -Design: /Specified Strength: Welders: , r Water Added @ Jobsite: - Admixture:r Concrete Temperature: ! Truck #: Ambient Air Temperature: Field I.D. Marking: IISE<^40 Description of Work Inspected: ,9 . s r9 1. X— \nIr V : 1' rr n 'E Wdt P, rf ( + Ck , CA r r p c TAnVI, Ll -1* % r1 cc, Orn b 110 ,x• 1 e ern , , InCA n ; J ( C, QigfrWJ mnnc. -t lS 0Off1 '\ 'V'3;. to Ot rv1 e r S 1 op t- 1 ( L C\Pttal t c a W v ' \,>7W,ll IrITfA At C &S f) V)* ¢ iaJ'uS A.\ Jne,A At c of vf)%L- i 114 OU c7 f J W 0a Q 1 Page of V .` . 9A a 1,-3r\ • +a c 1 Inspector: C. Contractor Fie re eflt live; s> C • py 1 JCM Inspections Copy 2 Projct Superintendent Copy 3 Governing Agency `rr.,k ."-."', r«c+ y'"Yi.n:t -=..'S,"""Rik"Trr'iii"`..... C. '°"awi6 w*St<xiirX'►e:V "S':.: * ++"_.r.-- --•-•...-r r----..,.ror_. r,.-....,.,p,.m,..,_,...,,-,r. .,,,"a,.,,,: r' ' ' C"r 'r,y,. •,.<, , Cy (.tl`i 7„y,.._,p, Fc ,. , :6 G S.0 1 R JCM Inspections 39725 Garand Lane Suite G rL_ laifl, Palm Desert, CA 92211 Phone: 760-345-5554 • Fax: 760-772-3895 Project Name: , . Project No: Date: Project Address: Ll Av Lax Q °. UBC Title 24 Other: 27 Sn eC,V1 t R. u 0. ` Client: n Sub-dontractor: 1t\rl Weather: 4 General Contractor: Architect: Structural Engineer: Location of Samples: Welding Process L Electrodes: Slump (inches): N SupMer. Time Sampled: Mix Design: Time in Mixer:S 'Strength: Nioders: ecifibi Water Added @ Jobsite: Admixture: ® ® Concrete Temperature: Truck #: _ 99 Ambient Air Temperature: Field I.D. Marking: Description of Work Inspected: ( , 6 \1 c n. QC 3 a ar rn u < 1 u t n ;4 V h< 1-k 01' c,,.,,C' q , r, .e a .n o x q O x n C YNv1. WW LS i CQ c C!, 0 0 I >u , ` ' _ < S o rt o n_ tb : , i . c v n ' .: W t! mfJ .-1p ! a•0 •. 4 'e -n: 1.:P9.. O G r- ' 4s i A e 6,'T C ' to P U S. 1 ( C Z a7C c7 C cr0 x ' ' n i r7S J1 etJt i v 0_3 bbc An ppb ., r. C. C Vck n `i r Q_ rXe4n.fA Oi i t W — cv. J uJO6 el rv. i th n e^ e, A0 r \J3C,% 1 .r c &• &,4b qu Pagel T® 5 Ln i & L nn I n r1\ 5 C ► i n noc' ZG 36 U1 of Inspector-'V,C\` c— , ``V` Contractor's Represent/ative:; opy 1 JCM Inspections Copy 2 Project uperintendent Copy 3 Governing Agency. JCM Inspections 39725 Garand Lane Suite G Palm Desert, CA 92211 Phone: 760-345-5554 • Fax: 760-772-3895 Project Namee- .. ' r i,rt\Ct•1 i1 CtL I r ..\ i\" Pro*ect No: 77 Date: r Project Address: /+ t`n ' i I} ^off ("''' S` ` .0 s\t1 +1 1l Yll t lA le 1cT \ G. UBC ~`.- Title 24 Other: Client: ` kyG l,J r; sC V tCy , f T ' S . Sub -Contractor: I Weather: I S 4,-1 rx- II t.J o -I i w •. General Contractor,: ` Architect- `l I Structural Engi a r. Location of Samples: Welding Process / Electrodes: Slump (inches): u Supplier: Time Sampled: Mix Design: Time in Mixer: ✓Specifie'd Strength: Water Added @ Jobsite: / Admixture: Concrete Temperature: - Truck #: Ambient Air Temperature: l Field I.D. Marking: Welders: Description of Work Inspected: y t CJ,, u aSON , [- 1 "' l r `f Cc n Pi•\ fl ` Cl C3 , l C 7ne' CJr+r i c F r l OO-% ! 9411 0n [r /Sr !9, I V ct) 'Arl C t " A'C'( Q. WN -0 wA f -I 7,: QP f- 0A I PQ('J ne4's rnoe4',4 1-4 . kt'-.n Ok IN r%_.,•, r A A . ; l'1e Crjel Al (LID Iz r C%ek. C, w C c..C.LL `JJl+S r ItJP CA e-, 0V\ U r\ C, PSt1, Up M_(pn A& 1 rT 1 W¢ 11 6 I V'►, t, C t a.! 1 i p . C7 t t l a( S. t PICA c1116 r aye. s., '►..,, . : u t - I ' v r,• t c Ffi r ' \( 'u .A Q , v Ca !a is a r4 hn r • e. 1 2)1 \ W X \ t wO], .>' `[J!r .! C- " g l P A f' i U oS!-. t e i •o 7S f Pt ;i t rw. n t.t C gg w v C [' (- , ' [ac dA' n % t &V ff r2 O S1. [ u c LN rk f, hr Y " b, r w h (O r rl ^ r y k\'091 ,h C\ e n r' r fm: i C t, \t rr,C t?- c, C- 9 t, u Page of / Inspectc,73 ' (, 11 •t ., Contrae{orfs Representative: Qdpy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency T JCM Inspections 39725 Garand Lane Suite G Palm Desert, CA 92211 Phone: 760-345-5554 • Fax: 760-772-3895 Project Name: Project No: Date: Project Address: 51'lo c.n N ls L vi, Civ, UBC Title 24 Other: Client: 1 1 1 "Nk\ 'SS o c -%'A; IN t\ Sub -Contractor: \dw Ce9n c A. (o41 Weather: See e n \J30' w General Contractor: Architect: rr Structural Engineer: ++ O A Location of Samples: NO . \ .,G G1V Welding Process / Electrodes: Slump (inches): supplier: ' Z Time Sampled: Mix Design: Time in Mixer: Specjfi Strength: Water Added @ Jobsite: —.—Admixture: Concrete Temperature: Truck #: Ambient Air Temperature: Field I.D. Marking: Welders: ..., Description of Work Inspected: y Qin fce. Cdn fr.\`CG oC t.1 n t el t c( t,A e r tu.,,n ct?s \r 4- 1C t ! S` cF:l. cr,l nresAknn. nr CCr ) n e4c C: E+."A /C t)ntl. . C,. \tr AC r •i?,i_ltr(' (JJC.t. , eC%. .11C4- . t Ann v la) <A —, CN) Cc t`1 C t \'l c !^ !> i e aCrC X -A W,06( lbmtli t'•^ `a Page of InspectoY'75r,,\, (, , 1jU(.,\Ot .C.bO Contract r's4 Fiepre ntattve: ._ t v opy 1 JCM Inspections Copy Project Superintendent Copy 3 Governing Agency JCM Inspections 39725 Garand Lane Suite G Palm Desert, CA 92211 Phone: 760-345-5554 • Fax: 760-772-3895 Project / Nsame:` - G, "' A4Zn QCi Project No: Date: t } VSD@.S\ \' 7A, ant -a—, t 7 iO S 1 S 1q 1 Project Address: \ t !! _\\ 11.1 es q wJaO Sot&Qrr 4r 1 1 . DUi:TG - abtS UBC 4 -Title 24 Other: Client: e VQ Weem` Sub- ontractor: Weather: \,J4e C^ M `•OALr Sktt, n, WA(rv . General Contractor: ` OCt pjv Atrchitect: Struo u al Engineer: r 1o\ C &- 1\ '°S.. 1 c, o c s. C n is,c G''.., . Location of Samples: Welding Process / Electrodes: Slump (inches): Supplie Time Sampled: Mix•Design`: Welders: Time in Mixer:Specified Strength: Water Added @ Jobsite: Admixture: Concrete Temperature: Truck #: Ambient Air Temperature: Field I.D. Marking: Description of Work Inspected:QS -. Cts n h r C f LAX E ✓ t-1 t C r 1 Cd Q- t1 nf i r 1w. n for C QotS Pr. 'i b (, i `•Q... s c,.r+ -+tet, +r 1 t , .>! n v r? ` c•! 1 S ee,('Jn w w b -ti 6 , ,d rX 6t dp a :Fbvhr C_C3\urn ,.Qi c i.\IJ > Lornr o \Aa D G X c' r t" co r}l o " — e" c • ! S t r► 1 C G n o r7 t V a1 1 a ' o •c . Q A _l, J cuo ' F ►- b 1 r' a` x a ' a' • 4CI Q . c. d, i • ,15r anc Q rl c c9 C n `) C tG1 r 4-a% S -e eA. C cel am t o t c.p r) 0 o c C e e rj 0. S, 22 , c P 1-61C' . t nn tn C 0\JP f a. n a ` 'c Q'. R ac. wa S C& -L4 c . ^ e s ® sk OU SEP' R 1 -\\ ®RR BUILDERS I,' \ 1 \iao;-e1 ` p L u c"CIPs .(s1,C+n A& cYS v 0 QV10( Qll CnS r ° Page of T Inspector:"Is C,, i, ,ell. llSc v 1 ._..., Contr accttorrrsss p'ees entatiue C✓ • cCd y 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency N JCM Inspections 39725 Garand Lane Suite G Palm Desert, CA 92211 Phone: 760-345-5554 • Fax: 760-772-3895 Project Name: ` . Project No: Date: b_ 9 Project Address: Lc.r UBC '—Title 24 Other: r i c t' CO Client: Sub -Contractor: Weather: t V.1P 1 a' fJ1P S S ty.> Obe A t t! Q General Contractor: Architect: a StructurI ineer: C i\ n s a rr OC--ytt e(%i tie m`.1 Location of Samples: `' Welding Process lectrode : Slump (inches): S plier: Time Sampled: Mix Desi Welders: Time in Mixer: Spe Ified Strength: Water Added @ Jobsite: Admixture: Concrete Temperature: Truck #: Ambient Air Temperature: Field I.D. Marking: Description of Work Inspected: . p. C t 410 e r b A e - Q—% r• A N IS S 6 C. O nr 01\t I V l f\ ^ ..• hog' i 1- N C2 's 0 aXa' r A rv. VgZCl r PrS %,J (e ,C, . L,'. r` s \ aO G to n i n u \ P o *n M \ .Q e\ 1t e, t l 1 T ,C .T r nA. c . rx• - • - et C-1 ben 1 C, eex cX l rc T .e 11 e \e,, O tl n c ld A Page _Lof Inspector.'3b,GN„, G AV -7"ce.v Contractor'sfRepresentative: Co 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency pJ . ®COTTRELL, VALDOS.and `. ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS FOR PGAWEST Maintenance Facility 3110 Camino del Rio South • Suite•A-200 • San Diego, CA 92108 - Tel (619).280 5900 • Faz (619)'280-6003 JOB SHEET.NO. OF COTTRELL, VALDOS and ASSOCIATES CALCULATED BY DATE Consulting Structural Engineers CHECKED BY DATE SCALE n 0 T2 0 0NI i nI Cir . M sArz,o - DL I Pay Ir l'BPsF. LL 4 , z /6 Psr.. DL _ ....._ :.................... 13 J.: R..... -..2 _.........................................._6, s......... ....... .....__....:... ..:... ...... ............. :..... ........ . 1.(j C/a z,to C41 t - /tet . r -. ► • Zr psF PsF ........... ... . ran;; .. ....:.... .. `o- 04-3373 COTTRELL, VALDOS and ASSOCIATES Consulting Structural Engineers fi2v1 T 1 T ...L-.: oo SE5 ¢L6 ti 32."-c T'z v s s sp n- c. + 4 81 G S, 30o DL 3206(- b Zo P5F LL x P c,Jy 2 1 SF DL j -r2 aL 2) PK T/Z Jtt 4C 180 P-r- s4-,PLr— F^+4 .144 3AU If RTI TJ -Beam- v5.03 Serial Number: 707205110 40.0"(brgs)/52.0"(ridge) TJHT"" OPEN WEB TRSS @ 32.0" - - BEAMUSA 1001 323/98 1:15:16 PM - Page 1 of 1 Build Code: 041 _. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS_FOR THE APPLICATION AND LOADS LISTED Left Slope: .272112 Right Slope: -.272112 a o e 89, ADDITIONAL- NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(fJM). TJM warrants the sizing of its products,by this software will be accomplished in accordance with TJM product design criteria and code accepted design values" The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ M. Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJM Custom product listed above. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to'resist the specified loads. - This is a LONG SPAN APPLICATION - Additional Prospect Engineering is REQUIRED PROJECT INFORMATION No Project Information available OPERATOR INFORMATION: Cottrell, Valdos and Associates Tom Cottrell 3110 Camino del Rio South San Diego; CA 92108 (619) 280!. 5900 280-6003 Copyright 0 1997 by Trus Joist MacMillan, a limited partnership, Bose, Idaho, USA. TJHT4 and TJ -Beam- are trademarks of Trus Joist MacMillan: Product Diagram Is Conceptual. LOADS: Analysis for JOIST MEMBER Supporting ROOF Application. Loads(psf): 16 Live at 125% duration, 21 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(psf) Roof (1.25) 0 21 0 to 14' Replaces Uniform(psf) Roof (1.25) 0 21 75' to 89' Replaces Point(plf) Roof (1.25) 98 " 180. 14' Adds to Point(plf) Roof (1.25) 98 180 75'. Adds to Point(lbs.) Roof (1.25) 0 300 19' Adds to SUPPORTS: REACTIONS(lbs.) WIDTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Plate 5.50" Left Face 1563 / 3209 / 4771 2x4 Blocking 2 .2x6 Plate 5.50" Right Face 1563 / 3035 / 4598 2x4 Blocking - Left support: Top -Low Profile, Approx. clip height: 5.75", Approx. clip width: 7.5". Allowed choice(s): TOP (Z -CLIP) - Right support: Top -Low Profile, Approx. clip height: 5.75", Approx. clip width: 7.5". Allowed choice(s): TOP (Z -CLIP) DESIGN CONTROLS: MAXIMUM' DESIGN ALLOW. CONTROL LOCATION Shear(lb) 4753 4753 4753 Passed(100%) LT. end.Span 1 under Roof loading " Moment(ft-Ib) 105933 103921 122662 Passed(85%) MID Span 1 under Roof loading Live Defl.(in) 1.971 4.417 Passed(U538) MID Span 1 under Roof loading Total Defl.(in). 5.106 5.889 Passed(U208) MID Span 1 under Roof loading - Deflection Criteria: STAN DARD(LL:L/240, TL:U180). ADDITIONAL- NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(fJM). TJM warrants the sizing of its products,by this software will be accomplished in accordance with TJM product design criteria and code accepted design values" The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ M. Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJM Custom product listed above. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to'resist the specified loads. - This is a LONG SPAN APPLICATION - Additional Prospect Engineering is REQUIRED PROJECT INFORMATION No Project Information available OPERATOR INFORMATION: Cottrell, Valdos and Associates Tom Cottrell 3110 Camino del Rio South San Diego; CA 92108 (619) 280!. 5900 280-6003 Copyright 0 1997 by Trus Joist MacMillan, a limited partnership, Bose, Idaho, USA. TJHT4 and TJ -Beam- are trademarks of Trus Joist MacMillan: A RT2 •Ti -Seam ^' v5.03 Serial Number: 707205110 40.0"(brgs)/52.0"(ridge) TJHT°^ OPEN WEB TRUSS @ 12.0" o/c BEAMUSA 1001 323198 12:53:39 PM - `• "+ "+ Rage 1 of 1 Build Code: 041 •' + ' THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED. Left Slope: .272112 Right Slope: -.272112 • 'i r DO: - a.. e 89• Product Diagram is Conceptual. LOADS: Analysis for JOIST MEMBER Supporting ROOF Application. Loads(psf): 28 Live at 125%'duration, 60 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof (1.25) 5 19 ` 0 to 89' Adds to % / A Point(lbs.) Roof (1.25) 0 300 19' ` Adds toof' `S Zf, SUPPORTS: REACTIONS(Ibs.) WIDTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Plate 5.50" Left Face 1469 / 3752 / 5221 2x4 Blocking 2 2x6 Plate 5.50" Right Face 1469 / 3579 / 5047 2x4 Blocking Left support: Top -Low Profile, Approx. clip height: 5.75", Approx. clip width: 7.5". Allowed choice(s): TOP. (Z -CLIP) Right support: Top -Low Profile, Approx. clip height: 5.75", Approx. clip width: 7.5". Allowed choice(s): TOP (Z -CLIP) DESIGN CONTROLS: MAXIMUM DESIGN 'ALLOW. CONTROL LOCATION Shear(lb) 5183 5183 5183 Passed(100%) LT. end Span 1 under Roof loading " Moment(ft-Ib) 112855 110851 131632 Passed(84%) MID Span 1 under Roof loading 4 . Live-Defl.(in) 1.545 4.417 Passed(U686) MID Span 1 under Roof loading Total Defl.(in) 5.394 5.889 Passed(U197) MID Span 1 under Roof loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STAN DARD(LL:U240, TL:U180). ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(fJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output ' has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code -UBC analyzing the TJM Custom product listed above. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. - This is a LONG SPAN APPLICATION - Additional Prospect Engineering is REQUIRED • ,. ,3 PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available Cottrell, Valdos and Associates Tom Cottrell .. 3110 Camino del Rio South San Diego, CA 92108 (619) 280 - 5900 280: 6003 Copyright 0 1997 by Trus Joist MacMillan; a limited partnership, Bose, Idaho, USA TJH- and TJ -Beam- are trademarks of Trus Joist MacMillan. ' f f _ -7 04-3373 JOB F'6A-- I En SHEET N0. / - OF COTTRELL, VALDOS and ASSOCIATES CALCULATED BY ! Co!-FYZ—" ELf-DATE Consulting Structural Engineers 9Z Z go- 5 9 0 0 CHECKED BY DATE Ca aS SCALE j16 Ot- ISa TzvSs 5F 4C. 4 f'oc a uc- 1 4- S' Soo PL 04C P5F 3 i o F sf Zo PSF LL )c P' J( ..... ........... 4B ZQio s Ib° xt l 00 _ Ss i 3 ..........:.........................:.. T7Z. . . L c C LL( C( ( L • l I i , L5L'3 p-PSF Lx i • e- e -m US s tp 23 PK m t ac n Pte- irz PLr 14f J4 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(fJM). TJM warrants the sizing of its products bythis software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJM Custom product listed above. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. - I PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available Cottrell, Valdos and Associates Tom Cottrell 3110 Camino del Rio South San Diego, CA 92108 (619) 280 - 5900 280-6003 Copyright ® 1997 by Trus Jo'Ist MacMillan, a limited partnershlp, Boise, Idaho, USA TJH- and TJ -Beam"' are trademarks of Trus Joist MacMillan. _ - h l., TJ x5.03 Serial 707205110 '• 26.0"(brgs)/38.0"(ridge) TJHT"" OPEN WEB TRUSS c@ 32.0" o/c,'-; -Beam^' Number. BFAMUSA 1001 3/23)98 3:33:27 PM Page 1 of 1 Build Code: 041 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS .LISTED, Left Slope:.373112 Right Slope: -.373112 4- of d 65' Product Diagram is Conceptual. LOADS:: Analysis for JOIST MEMBER Supporting ROOF Application. Loads(psf): 20 Live at 125% duration, 23 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(psf) Roof (1.25) 0 23 0 to 14' Replaces Uniform(psf) Roof (1.25) 0 23 51' to 65' Replaces Point(plf) Roof (1.25) 112 180 14' Adds to ' Point(plf) Roof (1.25) 112 180 '51' Adds to , Point(lbs.) Roof (1.25) 0 300 19' Adds to SUPPORTS: REACTIONS(lbs.) 3 7Z WIDTH JUSTIFICATION LIVE/ DEAD/TOTAL DETAIL OTHER j 1 2x6 Plate 5.50" Left Face 1285 / 2686 / 3972 2x4 Blocking - 2 2x6 Plate 5.50" Right Face 1285 / 2560 / 3846 2x4 Blocking - Left support: Top -Low Profile, Approx. clip height: 5.75", Approx. clip width: 7.5". Allowed choice(s): TOP (Z -CLIP). ' - Right support: Top -Low Profile, Approx. clip height: 5.75", Approx. clip width: 7.5". Allowed choice(s): TOP (Z -CLIP) DESIGN CONTROLS: ^ MAXIMUM DESIGN ALLOW. CONTROL LOCATION 4' X Shear(lb) 3951. 3951 3951 Passed(100%) LT. end Span 1 under Roof loading Moment(ft-Ib) 68426 65474 81261 Passed(81%) MID Span 1 under Roof loading Live Defl.(in) 1.466 3.217 Passed(U527) MID Span 1 under Roof loading Total Defl.(in) 3.802 . 4.289 Passed(L/203) MID Span 1 under Roof loading - Deflection Criteria: STAN DAR D(LL: L/240, TL:U180). ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(fJM). TJM warrants the sizing of its products bythis software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJM Custom product listed above. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. - I PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available Cottrell, Valdos and Associates Tom Cottrell 3110 Camino del Rio South San Diego, CA 92108 (619) 280 - 5900 280-6003 Copyright ® 1997 by Trus Jo'Ist MacMillan, a limited partnershlp, Boise, Idaho, USA TJH- and TJ -Beam"' are trademarks of Trus Joist MacMillan. _ - RT4 10 ' TJ -Beam- v5.03 Serial Number. 707205110 26.0"(brgs)/38.0"(ridge) TJHTMt OPEN WEB TRUSS @ 12.0"o/c r " - BEAMUSA 1001 323198 3:49:15 PM Page i of 1 Build Code: 041 ' - •`"` THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND'LOADS LISTED _'," Left Slope: .373112 Right Slope: -.373/12 wr , e S •. F1 : ,o e 65' r Product Diagram is Conceptual. LOADS: Analysis for JOIST MEMBER Supporting ROOF Application. Loads(psf): 38 Live at 125% duration, 60 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(psf) Roof (1.25) 9 20 0 to 65' Adds to Point(lbs.) Roof (1.25) 0 300 19' Adds to C3 , SUPPORTS: REACTIONS(Ibs.) WIDTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 2 Td 4 r3 gT4u 1307.n 1 2x6 Plate 5.50" Left Face 1527 / 2813 / 4340 2x4 Blocking 2 2x6 Plate 5.50" Right Face 1527 / 2687 / 4215 2x4 Blocking - Left support: Top -Low Profile, Approx. clip height: 5.75", Approx. clip width: 7.5". Allowed choice(s): TOP (Z -CLIP) - Right support: Top -Low Profile, Approx. clip height: 5.75", Approx. clip width: 7.5". Allowed choice(s): TOP (Z -CLIP) DESIGN CONTROLS: a MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(lb) 4298 4298 4298 Passed(100%) LT. end Span 1 under Roof loading Moment(ft-Ib) 69196 68498 87750 Passed(76%) MID Span 1 under Roof loading - Live Defl.(in) 1.350 3.217 Passed(U572) MID Span 1 under Roof loading Total Defl.(in) 3.813 4.289 Passed(L/202) MID Span 1 under Roof loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STAN DAR D(LL:L/240, TL:U180). ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products. by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. . - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJM Custom product listed above. - Bracing(Lu): All compression edges (top and bottom) must be braced at 78" o/c unless detailed otherwise. Proper attachment and . positioning of lateral bracing is required to achieve member stability. - The open web truss analysis presented is approximate. All open web trusses are custom designed to.carry the specific design loads for each project. Actual truss capacity.when fabricated is limited to that required to resist the specified loads. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available Cottrell, Valdos and Associates Tom Cottrell 3110 Camino del Rio South San Diego,'CA 92108' (619).280 - 5900 _ • 280 - 6003. ' Copyright A 1997 -by Trus Joist MacMillan, a limited partnership, Boise. Idaho, USA. TJHTM and TJ -Beam"' are trademarks of Trus Joist MacMillan. x JOB SHEET NO. / 128 OF COTTRELL, VALDOS and ASSOCIATES CALCULA D BY. DATE Consulting Structural Engineers CHECKED BY DATE SCALE 1' SHEET NO jk-4- OF COTTRELL, VALDOS and ASSOCIATES CALCULATED BY DATE Consulting Structural' Engineers CHECKED BY DATE SCALE • C 1 1 • ' y Y RT3 io 32.0"(brgs)/44.0"(ridge) TJHT"' OPEN WEB TRUS 48.0" o/c TJ-Beam TM v5.03 Serial Number. 707205110 BEAMUSA 1001 323/98 12:10:55 PM Page 1 of 1 Build Code: 041 - - x" 4f THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED- Left Slope: .371112 Right Slope: -.371112 `", • r: r 77, 7,77,77777-7 d 65' A Product Diagram is Conceptual. LOADS: • . Analysis for JOIST MEMBER Supporting ROOF Application. Loads(psf): 16 Live at 125% duration, 23 Dead, and: 91 TYPE CLASS LIVE DEAD -LOCATION APPLICATION COMMENT Uniform(psf) Roof (1.25) 0 23 0 to 14' Replaces Uniform(psf) Roof (1.25) 0 23 51' to 65' , Replaces Point(plf) Roof (1.25) 98 180 14' Adds to Point(plf) Roof (1.25) 98 180 51' Adds to - 4' Point(lbs.) Roof (1.25) 0 300 19' Addsto SUPPORTS: REACTIONS(lbs.) WIDTH, JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 Plate 3.50" Left Face 1576 / 3923 / 5499 2x4 Blocking 2 2x4 Plate 3.50" Right Face 1576 / 3797 / 5373. 2x4 Blocking WARNING: Assumed bearing length of 5.5" exceeds the'WIDTH' input at support 1. WARNING: Assumed bearing, length of 5.5" exceeds the'WIDTH' input at support 2. r - Left support: Top-All, Approx. clip height: 8", Approx. clip width: 7.5". Allowed choice(s): TOP (P-CLIP), TOP (Z-CLIP) - Right support: Top-All, 'Approx. clip height: 8", Approx. clip width: 7.5". Allowed choice(s): TOP (P-CLIP), TOP (Z-CLIP) DESIGN CONTROLS: 12 MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(lb) 5483 5483 5483 Passed(100%) LT. end Span 1 under Roof loading Moment(ft-Ib) .94150 91347. 99215 Passed(92%) MID Span .1 under Roof loading Live Defl.(in) 1.275 3.233 Passed(U609) MID Span 1 under Roof loading Total Defl.(in) 3.720 . 4.311 Passed(U209) MID Span 1 under Roof loading Deflection Criteria: STAN DAR D(LL:L240, TL:U180). j ADDITIONAL NOTES: - IMPORTANT!' The analysis presented is output from software developed by Trus Joist MacMillanCTJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and.code accepted design values. The-specific product application, input design loads, and stated dimensions have been provided by the software user. This output' has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJM Custom product listed above. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available Cottrell, Valdos and Associates. Tom Cottrell 3110 Camino del Rio South _ --- San Diego, CA 92108 (619) 280 - 5900 280 - 6003 - ' Copyright ® 1997 by Trus Joist MacMillan; a limited partnership; Bose, Idaho, USA. TJH- and TJ-Beam- are trademarks of Trus Joist MacMillan. - RT4 / TJ -Beam- v5.03 Serial Number. 707205110 -' 32.0"(brgs)/44.0"(ridge) TJHTm OPEN WEB TRUSS c@ 12.0" o/c '.•„ . BEAMUSA 1001 3123/98 12:21:29 PM Page 1 of 1 Build Code: 041 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Left Slope: .373112 Right Slope: -.373112' a D n a 65' 1 Product Diagr oncep LOADS: Analysis for JOIST MEMBER Supporting ROOF Application. Loads(psf): 33 Live at 125% duration, 60 Dead, and: TYPE CLASS LIVE DEAD , LOCATION APPLICATION COMMENT Uniform(psf) Roof (1.25) ' 9 31 0 to 65' Adds to Point(lbs.) Roof (1.25) 0 300 19' Adds to I 3Z1/ 4+" J SUPPORTS:J/ REACTIONS(Ibs.) WIDTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x6 Plate 5.50" Left Face 1365 / 3170 / 4535 2x4 Blocking 2 2x6 Plate 5.50" Right Face 1365 / 3045 / 4410 2x4 Blocking - Left support: Top -Low Profile, Approx. clip height: 5.75", Approx. clip.width: 7.5". Allowed choice(s): TOP (Z -CLIP) - Right support: Top -Low Profile, Approx. clip height: 5.75", Approx. clip width: 7.5". Allowed choice(s): TOP (Z -CLIP) :DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(lb) 4491 4491 4491 Passed(100%) LT. end Span 1 under Roof loading Moment(ft-Ib) 72329 70375 106651 Passed(66%) MID Span 1 under Roof loading Live Defl.(in) 0.845 3.217 Passed(U913) MID Span 1 under Roof loading Total Defl.(in) 2.793 4.289 Passed(L/276) MID Span 1 under Roof loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STAN DAR D(LL:L/240, TL:U180). ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(fJM). TJM warrants the sizing of its ' _products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. - The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM, Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJM Custom product listed above. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment.and positioning of lateral bracing is required to achieve member stability. - The open web truss analysis presented is approximate. All open web trusses are custom designed to carry the specific design . loads for each project. Actual truss capacity when fabricated is limited to that required to resist the specified loads. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available Cottrell, Valdos and Associates . Tom Cottrell 3110 Camino del Rio South San Diego, CA 92108 ..(619) 280 - 5900 ., .280-6003 I - Copyright 0 1997 by Trus Joist MacMillan, azlimited partnership, Boise, Idaho, USA Tik- and TJ -Beam- are trademarks of Trus Joist MacMillan.. .' X / N `I. I IL Lr Lr\ Iczto1 to in I IL p 111 I • i It =' rr C Job` Name: ' Beam Mr k:: trellis beams x 11.5 3.3 kips 3.3 kips ----------------''' Span(ft)= 20 Beth ends pinned --------------------- SUMMARY OF BEAM LOADS --------------------- UNIFORM LOAD OVEF' FULL SPAN: Dead Load = 5 psf Live Lead = 10 psf OC Spac ng = 22 ft WOOD BEAM - DESIGN CRITERIA BEAM SIZE : 5.5 x 11.5 1. Allowable Bending,psi: Fb = 1600 Bending stress: +M fb = 1633 psi -. Allowable Shear, psi: Fv = 85 for +M = 16.5 k: -ft - .S. Mod cif- Elasticity, psi: E = 1600 600 -M f _ 0 psi Duration of lead factor = 1.25 for -M k -ft -5. Live Load: -Deflection < L / 300 6. D+L Lead: Deflection <; L / 200 Shear stress: f = 74 psi _ 7. Unbraced top edge for V = 3.14 1.-.'i p s in region of +M (ft): Lu = 0 S. Unbraced bottom edge Dead Load Deflection =..055' in in region of -M (Q) : Lu = 0 Live Load Deflection = .71 in 9. Eff. span lgth ratio: le/lu= 1.92 = L/ 337 10. All awed overstress : c % 7 / 100= .01 D+L Load Deflection = 1.065 i n 11. Exact Peam.WIDTH (in): b = 5.5 = L/ 225 Allowable bending stress: for +M: F9 b = 2000 psi for -M: F'b = 2000 psi 3540 psi'' UNIFORM LOAD: UNIFORM LOAD: Dead Load = 18 psf Dead Load = 18 psf Live Lead = 16 psf Live Lead = 16 psf OC spacg = ft. Oi__ spay_' g = 2 ft 4 ft 0 ft ' < ------ •` -------- BM-rafters ---- BM-rafters r 1 .. 1.5x 5.5 .. .73 k: .3E E; '<-------------------- 121 ft Beam Mark. rafters r i WOOD BEAM - DESIGN CRITERIA BEAM SIZE 1.5 '-).'5 1. Allowable Bending,psi: Fb = 1310 Bending 'stress- +M fb = 1533 psi . Allowable Shear,. psi: Fv = 95 for +M = .97 [I 3. Mod of Elasticity, psi: E = 1E00000 -M fb =-865 psi 4.. Duration -cif lead factor = 1.'225 for ---M =-.55 k:: - ft 1j. Live Load: Deflection <r L / 300 E. D+L Load:. -Deflection < _L / 200 Shear .stress: fv = 77 _ psi 7. Unbraced top edge for .V .42 kips in r eg.ron of +M Cf t-? : Lu = 0 B. Unbraced.bottom edge Dead Load Deflection = .37 in in region r_,f -M (ft): Lu = 0 Live .Load Def1er_ticn = .329 in 9. 'Eff span 19th ratio: le/lu= 1.92 = L/ 438 10. All owed. overstress: (%) / 100= - 01 D+L Lead De f l ec t ion = .699 9 i n 11. Exact Beam WIDTH (in)": b = 1.5 = L/ '-06 Allowable bending stress: for +M: F'b = 1637 psi f or -M: F' b= 1637 p s i CANTILEVER DEFLECTIONS ------------- LEFT CANT: DL Deft =-.238 in LEFT CANT: LL Def 1 =-.X-112 in LEFT CANT: D+L Deft =-.45 in ,. 740 , . psi: CONCENTRATED LOADS: UNIFORM LOAD: P - 1 DL = .14 E%ips- Dead Lead = 18 psf LL = .18 F::ips Live Lead = .16 psf X 0 ft Oi_ spac' g = 8.5 ft TRIANGULAR LOAD: DL Max =-18 p LL Max =-16 psf Base Length = 17 ft OC spat' g = 8.5 ft 5.7 ft 0 ft BM-rbl hip 4.5x 7.5 ' 1 - t ---------------------- ---------------------17 17 ft Beam Mar k: r b 1 h i p WOOD BEAM - DESIGN CRITERIA BEAM SIZE : 4. 5 1.. Allowable Bending,psi: Fb = 1200 Bending stress: +M'fb = 1845 psi . Allowable Shear, .psi: Fv = 95 for +M = 4.78 k -ft _. Mod of Elasticity, psi: E = 1700000 -M fb =-488 psi' 4. Duration of lead factor = 1.5 for -M =-1.54 k: -ft 5. Live Load: Deflection < L . / 860 G. D+L Load': Deflection < L 240 Shear stress: fv = 61 psi. 7. Unbraced top edge for V = 1.87 k-ips in region of +M (ft): Lu = 0 8. Unbraced bottom edge Dead Load 'Deflection = .442 in in region of -M (ft): Lu = 0 Live Load Deflection: = .88'x+ in 9. Eff span lgth ratio: le/lu= I . 92 = L/ 524 1 Allowed overstress: (%)/100= .01 D+L Load Deflection' = .881 in 11'. Exact Beam WIDTH- (in.) : b = 4.5 = L/ '245 Allowable.bending stress: for +M: F' b = 15;00 psi for -M: F' b = 1500 psi CANTILEVER ---------------------- DEFLECTIONS LEFT CANT: DL Deft _-.814 in LEFT C:ANT: LL Deft ._-. 7 in LEFT CANT :,. -D+L Def 1. _-. 585 in N Pa 25" x 14" 2. rallam® PSL TJ -Beam"' v5.03 Serial Number.. 707205110 , 5. - - BEAMUSA 1111 3123198 4:39:34 PM Page 1 of 1 Build Code: 041THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED " Member Slope: 0 Roof Slope: 0 e 13'6"- All 3'6^All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for BEAM MEMBER Supporting ROOF Application. Tributary Load Width: 10' Loads(psf): 16 Live at 125° duration, 18 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(lbs.) Roof (1.25) 1285 2686 2'8.004" Adds to Point(lbs.) Roof (1.25) 1285 2686 63.996" Adds to Point(lbs.) Roof (1.25) 1285 2686 8' Adds to Point(lbs.) Roof (1.25) 1285 2686 10' 8.004" Adds to Point(lbs.) Roof (1.25) 1285 2686 13'3.996" Adds to SUPPORTS: INPUT BEARING- REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL- DETAIL OTHER 1 2x_ plate 5.50" 5.5" Left Face 3683 / 6812 / 10495 TJI®•Blocking Panel 2 2x_ plate 5.50" 6.391" Right Face 4902 / 9358 / 14260 TJI® Blocking Panel - Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN ALLOW: CONTROL LOCATION Shear(lb) 10374 9905 17762 Passed(56%) LT. end Span 1 under Roof loading Moment(ft-Ib) 37269 37269 50928 Passed(73%) MID Span 1 under Roof loading Live Defl.(in) 0.181 . 0.428 Passed(U850) ' MID Span 1 under Roof loading Total Defl.(in) 0.523 0.642 Passed(U295) MID Span 1 under Roof loading - Deflection Criteria: STAN DAR D(LL: L/360, TI -1/240). ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(fJM). TJM warrants the sizing of its products by this software will be'accomplished in accordance with, TJM. product design criteria and code accepted design values. \.The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJM Custom product listed above. Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and . positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available Cottrell, Valdos and Associates Tom Cottrell 3110 Camino del Rio South San Diego, CA 92168 (619) 280 - 5900 280.-.6003 Copyright 9 1997 by Trus Joist MacMillan, 6 limited partnership, Boise, Idaho, USA, TJ-Beamw is a trademark of Trus Joist MacMillan. TJI® and.ParallamO are registered trademarks of Trus Joist MacMillan. a.. TJ -Beam- v5.03 Serial Number. 707205110 5.25" x 11.875" •OE Pa'Bllam@ PSL BEAMUSA 1111 3123/98 4:32:05 PM Page 1 of 1 Build Code: 041. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 1❑ 2❑ 1 e 8-6" x All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for BEAM MEMBER Supporting ROOF Application. Tributary Load Width: 10' Loads(psf): 16 Live at 125% duration, 18 Dead, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION - COMMENT Point(lbs.) Roof (1.25) 4581 " 8439 3' Adds to Point(lbs.) Roof (1.25) 1285 2686 63.996" Adds to Point(lbs.) Roof (1.25) 1285 2686 8' Adds to SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x_ plate 5.50" 5.5" Left Face 4194 / 7443 / 11636 TJI® Blocking Panel 2 2x_ plate 5.50" 5.549" Right Face 4317 / 8064 / 12381 TJI® Blocking Panel - Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL. LOCATION Shear(lb) 12261 11116 15066 Passed(74%) LT. end Span 1 under Roof loading Moment(ft-Ib) 29433 29433 37317 Passed(79%) MID Span 1 under Roof loading Live Defl.(in) 0.088 0.261 Passed(L/999+) MID Span 1 under Roof loading Total Defl.(in) 0.248 0.392 Passed(L/379) MID Span 1 under Roof loading - Deflection Criteria: STAN DAR D(LL:L/360, TI -1/240). ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its -products by this -software will be accomplished in accordance with TJM product design criteria and code accepted design values, - The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate... - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJM Custom product listed above. - Bracing(Lu): All compression edges (top and bottom) must be braced at 78" o/c unless detailed otherwise. Proper attachment and, positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available Cottrell, Valdos and Associates Tom Cottrell 3110 Camino del Rio South San Diego, CA 92108 (619) 280 - 5900. 280-6003 • Copyright O 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. .TJ -Beam- Is a trademark of Trus Joist MacMillan." - - - - TJIO and Parallam® are registered trademafks of Trus Joist MacMillan. - _ . Job Name: Beam Mr k:: r b 12 9 4..204 'k:i.p.s 2.37 'kips <''---------------- ..- , Span(ft)= Bath ends pinned --------------------- SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 18 psf Live Lead = 16 psf 00 Spacng = 10.7 ft, CONCENTRATED -LOADS: LOAD NO. F-DL(k) P-LL(:ki X(ft? P - 1 1.1 WOOD BEAM - DESIGN GF' I TES' IA BEAM SIZE i 5.25 fir, 7.5 1. Allowable Bending,psi: Fb = 2800- Bending stress: +M fb =_188T psi 2. Allowable Shear, psi: Fv 285 far +M 7.71 k -ft S. Mod of E1 ast is ity, psi e E _ 2000000 -M. fb =_ 0 psi 4. Duration of load factor = 1.25 far . -M = 0 kft 5. Live Load : Deflection <:: L / 360 S. D+L Load n Deflection <:: L 240, Shear stress:, f v_ = 154 psi 7. Unbraced top edge for V = 4.04 kips in region of +M (ft): Lu = 0 8. Unbraced bottom edge Dead Load Deflection = .126 .in in' region of -M: (ft): Lu =,O Live Load Deflection. _ .166 in 9. Eff span lgth ratio: le/lei= 1.92 L/ 651 10. Allowed aver st r ess: (% ) / 100= .01 D+L Lc iad .Def 1 ec t i on "=,.292 in 11. Exact Beam WIDTH (in):. b = 5.25 = L/ 370 Allowable bending stress: for +M: F' b = .500 psi for -M: F' b - = JOB /A .SHEET NO. I OF COTTRELL, 'VALDOS and ASSOCIATES CALCULATED BY DATE Consulting Structural Engineers CHECKED BY DATE SCALE ..... ... r t LvvJ 2v uo psF f 97 Dso '1 ,1597 .................. _ _..... ....... .... .. ................ ............... ......................... 7J6. ... . .__... ..... ........... ..... ...... ... . Z o 0 Zoo......................_.:..........2-Lr .............°.... 9 5 ....... :.................. 3723 4.ao_. 5683 3 .... .. s o 3 o v 383 24 4' ....................... A- _...................._ .. ; ... I JOB SHEET NO. OF COTTRELL, VALDOS and ASSOCIATES CALCULATED BY DATE Consulting Structural Engineers CHECKED BY DATE SCALE PPsi- -._..._...- _:..,.: ,..,..: . . ... .....::..:....... ■ SHEET NO. `/ Z' OF COTTRELL, VALDOS and ASSOCIATES CALCULATED BY DATE Consulting Structural Engineers CHECKED BY DATE SCALE Fw Pc; MASONRY TYPEQ C:c enc r et eMasonry i_ 1 ay- l o E; 1-'e- 1 Two Wythe Brick: (CMU/CB/SBA, OTC, V v w w - > Masonry Strength, psi: f 1500 .-- _ Jrra_ Steel strength, ksi: fy EO Wall thickness, inches: t . = 7. 65' -- 1 Wall height, feet: h =-13.-5 w h Dist. As from camp face, inches: d = 3.813 ' ' ;,,Area steel per ft, sq in/ft:' AS :233 ' : Ibev ` Grouted care spacing, inches: q' 8 Weight of wall, psf : WT ._ 92 Special Inspection? (Y/N) 95 Roc -.f /Floor service DL, lb/ft: P -d .= 7 5. Roof/Floor service LL, lb/ft:-Po-1 = 725 LOAD CASE (2): CONTROLS Ctr of wall to Po, inches: e = 7.3 Load Case (2): Service DL wall above, lb/ft: P& -d = 1100 U = .75(1.41) + 1.7L + 1.87E? Service LL wall above, lb/ft: Pw-1 = 1100 Service wind load, psf : wi = 15 Service earthquake load, psf: we = 28 LIMITS NOT EXCEEDED LOAD CASE (1) : LOAD CASE (2): ! = (1.4D + 1.7L) U = . 75 0 . 4D + 1.7L + 1.87E : Sery Defl .02 An Sery Deft = .14. in Def lim(.007h) = 1.13 in Def lim(.007h) = 1.13 in Mu (applied) = 849.56 in-lb/ft Mu (applied) = 18517.7' in-lb/ft phi x Mn = 51559.93 .in-lb/ft phix Mn = 4e262.53 in-lb/ft LOAD CASE (3) : _ LOAD CASE (4:).: U _ . 75 (1 . 4D + 1.!L + 1.7W) U_ _ (0. 9D- + 1 . 430 Sery Defl = .04 in Sery Defl = .04 in Def _l im(. 007h) = 1.13-0 Def l im(; 007h ) = 1.13 in Mu (applied) 11690.9 W-10/ft Mu (applied)= 13658.03 in-lb/ft phi x Mn = 48262.53 .53 in-lb/ft phi x Mn = 425j4.31 in-1b/ft LOAD CASE (5): U = (0.91) + 1.3W7 Sery Deft = .03 in Def lim(.007h) = 1.13 in Mu (applied) = 778.87 in-lb/ft phi x Mn. = 42514.31 071b/ft P Fa MASONRY TYPE? Concrete .Masonry, Clay! Bi oc k:, " -e- Two Wythe Brick: (CMU/CB/TWEE) < OMU V V _ I T7r C Masonry Strength, psi: 1500 -- Steel strength, k:si: fy ; 10 Wall thickness, inches: t 1 7 605 Wall height, feet: h '146.E7 w h Dist. As from camp face, inches: d =•, 3. 813 y-i*'Area steel per ft, sq in/fte As 53 Grouted core spacing, inches: g'- -- Weight of wall., psf: WT' _ -92 Special Inspect icon? (Y/N) 'Roof/Floor service DL, lb/ft: Po -d = 1 100 Roof/Floor service LL, lb/ft: Po -1 = 1050 LOAD CASE (21: CONTRDLS Ct r of wall to i Po, inches: e = 1.5 Lead Case (2): : Service DL wall above, lb/ft: Pw-d = 0 U = .75(1.4D + 1.7L + 1.87E) Service LL wall above, lb/ft: Pw-1 0 Service wind lead, psf: wi = 15 Service earthquake lead, psf: we = 28 LIMITS NOT EXCEEDED LOAD CASE .(1): LOAD CASE Q): U = (1.4D + 1.70 U = .. 75 Q . 4D + 1.7L + 1.87E) Sery Defl = .01 in Sery Defl = .24 in Def 1im(.007h) = 1.4 in Def .1im(.007h) = 1.4 in Mu (applied) = 2564.48 in-lb/ft Mu (applied) = 20384.55 in-lb/ft phi x Mn = 4731.31- in-lh/f:t phi x. Mn = 4490..08 in-lb/ft LOAD CASE (3) : LOAD CASE (4) : U- .75(1;4D + 1.7L + 1;7W) U = (0.9D" + 1.43E) Sery Defl _ .05 in Sery Defl _ .18 in Def lim(.007h) = 1.4 in Def l.im(.007h) = 1:4 in Mu (applied) = 10050.07 in-lb/ft Mu (applied) = 1835:46 in-lb/ft phi x Mn = 44'302.08 in-lb/ft. phi x Mn = 41358.18 in-lb/ft .LOAD CASE (5) U = (0.9D + 1.3W) Sery Defl. = .04 in Def lim(.007h) = 1.4'in Mu (applied) = 8865.17 in-lb/ft phi x Mn = 41358.18 in -1 .. :4 i .i... 'ACds: _.. t'. i i'... TF v'C.. -_... iv.. - ... :: ri:: JOB SHEET NO. COTTRELL, VALDOS and ASSOCIATES CALCULATED BY Consulting Structural Engineers CHECKED BY SCALE JOB SHEET NO. L' 3 OF COTTRELL, VALDOS and ASSOCIATES CALCULATED BY DATE Consulting Structural Engineers .CHECKED BY DATE SCALE JOB L,4- SHEET NO. OF COTTRELL, VALDOS and ASSOCIATES CALCULATED BY DATE Consulting Structural Engineers CHECKED BY DATE SCALE ■ SHEET NO. '1 OF. COTTRELL, VALDOS and ASSOCIATES CALCULATED BY DATE Consulting Structural Engineers CHECKED BY DATE. SCALE JOB SHEET NO. OF COTTRELL,VALDOS and ASSOCIATES CALCULATED ALCULATED BY DATE Consulting Structural Engineers CHECKED BY DATE SCALE' 6 =2-187 ?q14 ZV7. --L, C-7 - Z, Z 73o 0- ..... . . ... . ... 14 Z 77 57- 4-o ua 773 -7 z0 -- 0j 6 .. .... ............ ..... ... .... .... . . .. ....... - ... ... ... .... .. .. .. 80 ........ ................... ..... ... .... ... . .. ...... .... . . .. ..... ....... .... .... .......... .. . . ..... 4- .. .. . ........ ..... ... . L..........7 77 ......... - 4 2-1 4- jqj U j -q C- "P . . .. ........ .... .. ....... . .... .. . .......... . . .... -T j 17' -'-1- 6 JOB SHEET NO. COTTRELL, VALDOS and ASSOCIATES CALCULATED BY Consulting Structural Engineers CHECKED BY SCALE JOB SHEET NO.y / OF COTTRELL, VALDOS and ASSOCIATES CALCULATED BY DATE Consulting Structural Engineers r CHECKED BY DATE SCALE 1 4- b u r sz 48 s p L A-(- G Q r v ' -0 15 1.3 ova- .. (1. > - 7,7) osd. M°—/,I/t-2 Z9.-141 , Z-' K i . SHEET NO. v OF COTTRELL, VALDOS and ASSOCIATES CALCULATED BY DATE Consulting Structural Engineers CHECKED BY DATE SCALE JOB / SHEET NO. V OF COTTRELL, VALDOS and ASSOCIATES CACCULATEDBY DATE Consulting Structural Engineers CHECKED BY DATE SCALE t.. ' • • 4• . JOB L fo ,. COTTRELL, VALDOS AND ASSOCIATES SHEET No. of ' Consulting Structural Engineers CALCULATED BY DATE 3316 4th Avenue • San Diego, CA 92103 Tel. (619),297-7006 • FAX (619) 297-1765 CHECKED BY DATE ; SCALE 'E • 75, p L1 C .S'fc.T ;J zt L 6 - ` - Zsoo r j • - ` , o00 '; L. Z4, o0o Pr: •'. + C ` ` -5'( 7- 0) I I Z S f r, I 2-17 Poo ( p.G f— Z40ov lc>(i/ZSl Z4-000 Y • 8. .. /2000 X 8% /. -76 Suu (/.3-3 / ?Z /o-s- t Z oyo( i.33/- , / 9 Za ps, k , 3J9 ' 3192.0 Z.77 ,.. 2,¢ ..... , • , /Zouo 'j"t , = SSP-rl• ^ .. `a .. AS PROJECT DESIGNER: Hodges & Hodges Architects 7777 Girard Avenue La Jolla, CA 92037 619-551-9225 REPORT PREPARED BY: Reginald P. Smith, P.E. ENGINEERED SYSTEMS 2150 W. WASHINGTON ST., SUITE 308 SAN DIEGO, CA 92110 (6i9) 295-1985 Job Number: 97095 Date: 5/8/1998 .The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential Building Energy Efficiency Standards. Table Of Contents for Title 24 Report PERFORMANCE CERTIFICATE -OF COMPLIANCE (part 1 of.3) PERF -1 page 3 of 16 Run Initiation Time: 7:29:26 Runcode: 3219-615005120 --------------------------------------------------------------------------- Project*Name: PGA West Residential Assoc. Date: 5/8/1998 Address: 54320'.Southern Hills La Quinta, CA 92253 Building Permit No Designer: Hodges & Hodges Architects IChecked by / Date Documentation: ENGINEERED SYSTEMS ICOMPLY 24 User 3219 ----------- ----------------- ---------------------------------=-------------- STATEMENT OF COMPLIANCE This Certificate of Compliance lists the Building features and performance specifications needed to comply with Title 24, Parts'l and 6, of the State Building Code. This certificate applies only to a Building using the performance compliance approach. The Principal Designers hereby certify that the proposed building design represented in the construction documents and modelled for this permit application are consistent with all other forms and worksheets, specifi- cations, and other calculations submitted with this permit application. The proposed building as.designed meets the energy effici.ency.requirements of the State Building Code, Title 24, Part 6, Chapter 1. 1. 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 licensed as a civil engineer, mechanical engineer, electrical engineer -or architect. 2. 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 documents for work that I have contracted to perform. 3. 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: SCOPE OF COMPLIANCE ENVELOPE - for its (Designers should circle applicable paragraph numbers) Required Location Principal Designer Hodges & Hodges Architects 619-551-.9225 LIGHTING - Principal Designer Sol Engineering 760-789-4265 MECHANICAL - Principal'Designer Engineered Systems (--i9-295-1q8-!5r Forms: ENV -1, ENV -2 of Mandatory MeaJ01sures on Plans g u t 2 3 Ature ( e) (Circle) Required Forms: LTG -1, LTG -2 Location of -Mandatory Measures on Plans - (Signature) 0 2 3 (Date) (Circle) Required Forms: MECH-1, MECH-2, MFCH-3, MECH=4 Location of Mandatory Meff n Plans 2 3 '10W wov PERFORMANCE CERTIFICATE OF COMPLIANCE (part'2 of 3) PERF -1 page 4 of 16 Run pnitiation Time: 7:29:26 Runcode: 3219-615005120 ---------------------------------------- Project Name: PGA West Residential Assoc. 5/8/1998 Documentation: ENGINEERED SYSTEMS JDate: COMPLY 24 User 3219 ANNUA_h SOURCE ENERGY USE SUMMARY (KBtu/sgft-yr) Standard Proposed Compliance Energy Component Design -------- Design Margin Space Heating 2.16 -------- 1.88 ---------- 0.27 Space Cooling 53.18 46.43 6.76 Indoor Fans 23.42 19.05 4.37 Heat Rejection 6.93 6.64 0,29 Pumps 0.00 0.00 0.00 Domestic Hot Water 3.67 3.67 0.00 Lighting 47.13 35.18 11.94 Receptacle 25.40 25.40 0.00 Pr©cess 0.00 0.00 0.00 TOTALS 161.88 ----- -138.25 ---------- 23.63 GENERAL. INFORMATION Conditioned Floor Area:' 5150 Average Ceiling Height: 10.0 Glass Area / Wall Area: 0.14 Average Glazing U -Value: 0.73 Fromt Orientation: 30 deg (NE) Number of Stories: 1 Number of Zones: 4 Number of Occupancies: 1 SERVICE WATER HEATING Sys=tem Type.: Gas System Efficiency: ,Fired 0.57 PipA Insulation: .0 ZONE INFORMATION Floor Display, Inst Tailored Process Tailored Area Perim. LPD Lighting Loads Vent. Zone Name - (sgft) ------------- (ft) (w/sf) (watts) (w/sf) ------ (y/n) Zone 3 Business Mgr 707 -------- 0 1.27 ------- 0 0 -------- N Zone 2 General Mgr 899 0 1.16 0 0 N Zone 3 Interior Offices 2057 0 1.29 0 0 N Zone a Accountg - Conf 1487 0 1.05 0 0 N M PERFORMANCE CERTIFICATE OF COMPLIANCE (part„A 'of .3). PERF -1 page -5 of 16' Run Initiation Time: 7:29:26Runcode: 3219-615005.120 Project Name: PGA West -Residential Assoc. Date: 5/8/1998. Documentation: ENGINEERED SYSTEMS COMPLY 24 User 3219 The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR Reginald P. Smith, P.E. 8 (619) 295-1985 r ( ate) 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. _ TRANE YCCO24F1L0B: Economizer Installed•on'HVAC < 75,000 btuh or < 2500 CFM TRANE YCD060C3: Economizer Installed on HVAC < 75,000,btuh or < 2500 CFM TRANE YCD036C3: Economizer Installed on HVAC < 75,000 btuh or < 2500 CFM TRANE YCD036C3: Economizer Installed on HVAC < 75,000 btuh or < 2500 CFM BUILDING DEPARTMENT APPROVAL OF EXCEPTIONAL FEATURES JUSTIFICATION: The exceptional features listed in this performance approach application' have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant.. authorized signature or stamp CERTIFICATE OF COMPLIANCE - Envelope ENV -1 page 6 of 16 Run Initiation Time: 7:29:26 Runcode: 3219-615005120 Project Name: PGA West Residential Assoc. Date: 5/8/1998 Documentation: ENGINEERED SYSTEMS --------------------------------------------------------------------------- COMPLY 24 User 3219 OPAQUE SURFACES Const Note to Assembly Name Type Location/Comments` Field R-15 Wall (W.15.2x4.16) Wood R-21 Wall (W.21.2x6.16) Wood R719 Roof (R.19.2x8.16) Wood R-38 Roof(R.38.2xl4.16) Wood Carpeted Slab On Grade None FENESTRATION Frame Orient Panes Type Exterior Shade OH Glazing Type Front (NE) 2 Metal None N Double Clear Default(N) Back (SW) 2 Metal None Y Double'Clear Default(N) Right (NW) 2 Metal None N Double Clear Default(N) Right (NW) 2 Metal None N Double.Clear Default(N) Right (NW) 2 Metal None Y Double Clear Default(N) CERTIFICATE OF COMPLIANCE - Lighting LTG -1 page 7 of 16. Run Initiation Time: 7:29:26 Runcode: 3219-61500512.0 Project Name: PGA West Residential Assoc.. - Date: 5/8/1998 Documentation: ENGINEERED SYSTEMS --------------------------------------------------------------------------- COMPLY 24 User 3219 INSTALLED LIGHTING SCHEDULE No of Watts/ Ballast Ballasts/ No of Note to Name Lamp Type Lamps Lamp Type Luminaire Fixt. :Field A Fluorescent 2 32 Standard 1.0 67 B Fluorescent 2 17 Standard 1.0 1 B Fluorescent 2 32 Standard 1.0 10 D Fluorescent 2 32 Standard 1.0 4 E Fluorescent .2 17 Standard 1.0 8 MANDATORY AUTOMATIC CONTROLS Control Note to Control Location ID Control Type Zone Controlled Field ---------------- -G -------- - ----------- --------- wog CONTROLS FOR CREDIT Control Note to Control Location ID Control Type Zone Controlled Field CE=IFICATE OF COMPLIANCE - Mechanical (part 1,of 2) MECH-1 page 8 of 16 Ri- Initiation Time: 7:29:26 Runcode: 3219-615005120 ---------------------------------------------------------------------------- P=j ect Name: PGA West Residential Assoc: Date: 5/8/1998 Do:- lmentation: ENGINEERED SYSTEMS COMPLY 24 User 3219 -- -------------------------------------------------------------------------- SEEM FEATURES Z Name AC -1 TT Control 6 SEFt,m-ack Control Both #=.Isolation Zones n/a HE; Thermostat n/a EL=ctric Heat n/a F;==Control Constant Volume VT_v- Min Position n/a Si=r11. Heat/Cool n/a HE = L Supply Reset Constant Temp Cco:3]L Supply Reset Constant Temp Vf=:ilationJ 0?-_ Damper Control Ecnaomizer Type Fixed Temp (Non-Integ) OLtdoor Air CFM 106 HE.=•i Equip Type Gas Furnace Mcg & Model No. TRANE YCCO24F1L0B Ccr-3. Equip Type DX MaEk —_ and Model TRANE YCCO24F1L0B Z ce Name AC -3 Tim Control _ SE?--::)ack Control Both # Isolation Zones n/a HF Thermostat n/a ELctric Heat n/a F;=---. Control Constant Volume. Void Min Position n/a Smul. Heat/Cool n/a HE -=—t Supply Reset Constant Temp Ccr-)3. Supply Reset Constant Temp Ve—maZilation OA Damper Control Ec_vnomizer Type Fixed Temp (Non-Integ) Ot—.Noor Air CFM 309 He. r- Equip Type Gas .Furnace MG±cie & Model No. TRANE YCD036C3 • : C©Dl Equip Type DX M and Model TRANE YDC036C3 C Tables AC -2 Both n/a n/a n/a Constant Volume n/a n/a Constant Temp Constant Temp Fixed Temp (Non-Integ) 135 Gas Furnace TRANE YCD060C3 DX TRANE YDC060C3 AC -4 ' Both n/a n/a n/a Constant Volume n/a n/a Constant Temp Constant Temp —A Fixed Temp (Non-Integ) 223 Gas Furnace TRANE YCD036C3 DX TRANE YDC036C3 `Ime Control Ventilation OA Damper S:Prog Switch B:Air Balance A:Auto O:Occ Sensor C:OA Cert. G:Gravity. M:Man Timer M:OA Measure D:Demand Cont - Note to Field CERTIFICATE OF COMPLIANCE - Mechanical (part 2_of 2) MECH-1 page 9 of 16 Run Initiation Time: 7:29:26 Runcode: 3219-615005120 Project Name: PGA West Residential Assoc. - Date: 5/8/1998 Documentation: ENGINEERED --------------------------------------------------------------------------- SYSTEMS COMPLY 24 User 3219 DUCT INSULATION Duct Tape Insul Note to System Name Type Duct Location Allowed R -Val Field TRANE YCCO24F1L0B Heating Ducts in Attic Y / N 4.2 Cooling Ducts in Attic Y / N 4.2 TRANE YCD060C3 Heating Ducts in Attic Y / N 4.2 Cooling Ducts in Attic Y / N 4:2 TRANE YCD036C3 Heating Ducts in Attic Y / N 4.2 Cooling Ducts in Attic. Y / N 4".-2 TRANE YCD036C3 Heating Ducts in Attic Y / N 4.2 Cooling Ducts in Attic / N 4.2 PIPE INSULATION Insul. Note to System Name Pipe Type Required ---- Field --------------=-------- Domestic Hot Water ---------- 1-1 tn1 - (Y)/ N ------- NOTES TO FIELD - For Building Department Use Only ------------------------------=------------------ ENVELOPE COMPLIANCE SUMMARY - Performance (part.l of 3)ENV-2 page 10 of 16 Run Initiation Time: 7:29:26Runcode: 3219-615005120 Project Name: PGA West Residential Assoc. Date: 5/8/1998 Documentation: ENGINEERED SYSTEMS --------------------------------------------------------------------------- COMPLY 24 User 3219 GENERAL INFORMATION BY ZONE Flr Floor Display Zone Name Occupancy No Area Volume Perim. ----------------------- ---- - ----------------- Zone 1 Business Mgr Office --- 1 ----- ------ 707 ------- 7070 0 Zone 2 General Mgr Office 1 899 8990 0 Zone 3 Interior Offices Office 1 2057 20570 0 Zone 4 Accountg - Conf Office 1 1487 14870 0 Total 5150 ENVELOPE COMPLIANCE SUMMARY - Performance (part 2 of 3)ENV-2 page 11 of 16 Run Initiation Time: 7:29:26 Runcode: 3219-615005120 Project Name: PGA West Residential Assoc. Dater 5/8/1998 Documentation: ENGINEERED SYSTEMS COMPLY 24 User 3219 OPAQUE SURFACES Act Solar Type Area U -Val Azm Tilt Gains Form 3 Reference Location/Comments Wall 530 0.059 30 90 Yes R-21 Wall (W.21.2x6.16) Zone 1 Business Mgr Roof 707 0.028 30 22 Yes R738 Roof(R.38.2xl4.16) Zone 1 Business Mgr Wall 124 0..059 30 90 Yes R-21 Wall (W.21.2x6.16) Zone 2 General -Mgr Wall 413 0.059 300 90 Yes R'-21 Wall (W.21.2x6.16) Zone 2 General Mgr Roof 899 0.028 30 22 Yes R-38 Roof(R.38.2xl4.16) Zone 2 General Mgr Wall 477 0.081 30 90 Yes R-15 Wall (W.15.2x4.16) Zone 3 Interior Offices Roof 1712 0.028 30 22 Yes R-38 Roof(R.38.2xl4.16) Zone 3 Interior Offices Roof 345 0.051 30 22 Yes R-19 Roof (R.19.2x8.16) Zone 3 Interior Offices Slb 1712 0.134 0 180 No Carpeted Slab On Grade Zone 3 Interior Offices Wall 266 0.059 300 90 Yes R-21 Wall (W.21.2x6.16) Zone 4 Accountg - Conf Wall 691 0.059 210 90 Yes R-21 Wall (W.21.2x6.16) Zone 4 Accountg - Conf Wall 531 0.081. 30 90 Yes R-15 Wall.(W.15.2x4-.16) Zone 4Accountg - Conf. Roof 977 0'.028 30 22 Yes R-38 Roof(R.38.2xl4.16) Zone .4 Accountg - Conf Roof 510 0.'051 30 22 Yes R719 Roof (R.19.2x8.16) Zone 4 Accountg - Conf ENVELOPE COMPLIANCE SUMMARY - Performance (part 3 of 3)ENV-2 page 12 of 16 Run Initiation Time: 7:29:26 Runcode: 3219-615005120 ----------------------------------------------------------------------------- Project Name: PGA West Residential Assoc. Date: 5/8/1998 Documentation: ENGINEERED SYSTEMS ----------------------------------------------------------------------------- COMPLY 24 User 3219 FENESTRATION SURFACES SC Act Glass # Type Area Frame Div U -Val Azm Tilt Only, Location/Comments 1 Wdw Front (NE) 36.0 Metal Yes 0.82 30 90 0.88 Zone 2 General Mgr 2 Wdw Right (NW)108.0 Metal Yes 0.72.300 .90 0.88 Zone 2. General Mgr 3 Wdw Right (NW)117.0 Metal Yes 0.72 300 90 0.88 Zone 2 General Mgr 4 Wdw Right (NW) 72.0 Metal No 0.72 300 90 0.88 Zone 4 Accountg-','Conf 5 Wdw Back (SW)180.0 Metal Yes 0.72 210 90 0.88 Zone 4.Accountg - Conf OVERHANGS/SIDE FINS --Window-- -----Overhang------ ---Left Fin--- ---Right Fin-- # Type Ht Wd Len Ht LExt RExt Dist Len Ht Dist Len Ht 3 Wdw 9.0 13.0 8.0 0.1 8.0 8.0 5 Wdw 6.0 30.0 2 ..0 0.1 2.0 2.0* LIGHTING COMPLIANCE SUMMARY - Performance LTG -2 page 13 of'16 Run Initiation Time: 7:29:26 Runcode: 3219-615005120 Project Name: PGA West Residential Assoc. Date: 5/8/1998 Documentation: ENGINEERED SYSTEMS COMPLY 24 User 3219 ACTUAL LIGHTING POWER No of Watts Total Name Description Lumin per Default Watts A 4811 T-8 Straight /2 Lamp 67- 71.0 GAG 4757 B 24" T-8 Straight /2 Lamp 14 45.0 it 45 B 48" T-8 Straight /2 Lamp 10 71.0 11710 D 48" T-8 Straight /2 Lamp 4. 71.0 1( 284 E 24" T-8 Straight /2 Lamp 8 .45.0 G E C. 360 SubTotal 6156 Less Control Credits (LTG -3) 0 Total Proposed Watts. 6156 * If not CEC Default value, please provide supporting. documentation. MODELLED LIGHTING POWER BY ZONE Modelled Floor LPD Total Tailored Zone Name Occupancy Area (w/sf) (watts) (watts) Zone 1 Business Mgr Office 707 .1.269 897 0 Zone 2 General Mgr Office 899 1.156 1039 0 Zone 3 Interior Offices Office 2057 1.292 2658 0 Zone 4 Accountg - Conf Office 1487 1.050 1562 0 TOTALS 5150 1.195 6156 0 * Note: Tailored Allotment requires supporting documentation on form LTG -4. MECHANICAL EQUIPMENT ZONING SUMMARY - Performance MECH-2 page 14 of 16 Run Initiation Time: 7:29:26 Runcode: 3219-615005120 Project Name: PGA West Residential Assoc. Date: 5/8/1998 Documentation: ENGINEERED SYSTEMS'COMPLY-24 User 3219 SYSTEM/ZONING SUMMARY No System/Zones Served Central/Zonal System System Type Sys AC -1 TRANE YCCO24F1L0B Packaged FAU-A/C 1 Zone 1 Business Mgr AC -2 TRANE YCD060C3 Packaged FAU-A/C 1 Zone 2 General Mgr AC -3 TRANE YCD036C3 Packaged FAU-A/C 1 Zone 3 Interior Offices AC -4 TRANE YCD036C3 Packaged FAU-A/C 1 Zone 4 Accountg - Conf MECHANICAL EQUIPMENT SUMMARY - Performance MECH-3 page 15 of .16 Run Initiation Time: 7:29:26 Runcode: 3219-615005120 Project Name: PGA West Residential Assoc. Date: 5/8/1998 Documentation: ENGINEERED SYSTEMS COMPLY 24 User 3219 ----------------------------------------------------------------------------- CENTRAL SYSTEM SUMMARY Sys No No System:Name System Type Sys*.Economizer Type 1, TRANE Y00024F1L0B Packaged FAU-A/C 1 Fixed Temp (Non-Integ) 2 TRANE YCD036C3 Packaged FAU-A/C.2 Fixed Temp (Non-Integ) 3' TRANE YCD060C3 Packaged FAU-A/C.1 Fixed Temp (Non-Integ) CENTRAL SYSTEM RATINGS Sys ------- Heating ------------------ ----------=-- -- Cooling ----------- No Type Output Aux KW EFF Type :Output Sensible EER SEER 1 Gas Furnace 40000 n/a 0.78 DX 19400 18800 9.10 10.00 2 Gas Furnace 65000 n/a 0.81 DX 31000 22900 9.00 10.00 3 Gas Furnace 73000 n/a 0.81 DX 54800 40300 9.00 10.00 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 800 0.25 64 100 None 2 Constant Volume Draw -Through. 1200 0.40 66 100 None 3 Constant Volume Draw -Through 20Q0 0.75- 72 100 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 MISCELLANEOUS MOTORS Sys Mtr Dry No Type BHP Eff Eff 2 Condenser Fan 0.25 64 1,00 3 Condenser Fan 0:40 66 100" BOILER SUMMARY AFUE /Rec Rated Stdby Volume System Name System Type Eff Input Loss EF (gals). A.O.SMITH FSG -30-222 DomesticHW 0.760 32000 0.000 0.-570 30 r ' MECHANICAL VENTILATION --Performance MECH-4 page 16 of 16 Run Initiation Time: 7:29:26 Runcode: 3219-615005120 Project Name: PGA West Residential Assoc. Date: 5/8/1998, Documentation: ENGINEERED SYSTEMS COMPLY 24 User 3219 VENTILATION SUMMARY BY ZONE Tran Floor. sgft CFM Dsg Min sfer Zone Name T Occupancy Area /Occ /Occ CFM CFM CFM Zone 1 Business Mgr Office 707 100 15.0 106 106 Zone 2 General Mgr Office, 899 100 15.0 135 135 Zone 3 Interior Offices Office 2057, 100 15.0 309 309 0 Zone 4 Accountg - Conf Office 1487 100 15.0 223 223 0 TOTALS 773 773 •Tailored OA (T=*) requires supporting documentation on MECH-5, Tailored Ventilation and Process Loads Worksheet