Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
12623 (PLBG)
4 P.O. BOX 1504 I N o . Building 5 78-105 CALLE ESTADO Address 49-994 PARK �>TRE . "i' LA QUINTA, CALIFORNIA 92253 Owner 88) " AM GIRL'S CLUB OF C.V. 111HR BUILDING: TYPE CONST. . OCC. GRP Address P . Q. Dox 1 c 8 City Zip Tel. INDI© 92201 Contractor Address P.Q.BOX 10190 City Zip Tela 1VR10 92201 347-5257 State Lic. City & Classif. 599592 b Lic. # Arch., Engr., Designer INTERACTIVE DESIG14 Address Tel. 3001 E.TARQUITZ 323--4990 CityZip State PATH SPRINGS 777,97 Lic. # III—AQ41in LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 70 OO) 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,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to 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 the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).. ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License 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.) ❑ 1, 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.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ 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 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. Date Owner NOTICE TO APPLICANT. If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY Ihereby affirm that there is a construction lending agency for the performance of the, work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and stale laws relating to building construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip P. Number 41 7-17A—Ali g 12523 A-2.1 Legal Description Project Description-- Rough escription>R'I—Rough Plumbing Only Sq. Ft. 24f 497 No. No. Dw. Size Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS FZ*= 7cx4mc e ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATEINSPEECTO//R Issued by:—!� Date � -:.e74J �'/Permit r Validated by: Validation: CONSTRUCTION ESTIMATE AML -UNITS NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® 1 A 2ND FL. SO. FT. POR. SO. FT. GAR. SO. FT. ® CARP. SO. FT. WALL SO. FT. ® SO FT ® ESTIMATED CONSTRUCTION VALUATION $ MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN URINAL WATER PIPING NOTE: Not to be used as property tax valuation BONDING FLOOR DRAIN MECHANICAL FEES FORMS WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GAS (ROUGH) GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED OTHER APP./EOUIP. LAUNDRYTRAY AIR HANDLING UNIT CFM TEMP. POLE KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ®c BATH TUB @ c _. WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/4 c SEWAGE DISPOSAL SO.FT.GAR ® V4c HOUSE SEWER REMARKS: GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP./EOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ =$ LUMBER GR. FINAL INSP. FRAMING FINAL INSP. ROOFING REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS GARDEN WALL FINAL June 29,. 1994 • 4 11m 78-495 + CALLE TAMPICO '-. LA GQUINTA, CALIFORNIA 92253 - (619) 777-7000 FAX (619) 777-7101 Mr. Jim Ducatte Boys and Girls Club of Coachella Valley P. O. Box 188 Indio, CA 92202 SUBJECT: LANDSCAPING PLANS FOR THE BOYS AND GIRLS CLUB (PUP 91-012) Dear Mr. Ducatte: This is to inform you that the Planning and Development Department has reviewed and approved your landscaping and irrigation plans for the Boys & Girls Club of Coachella Valley which is presently under construction at the northwest corner of Park Street and 50th Avenue. Since you have only submitted one copy of the plans, it will be kept on file in. the Planning and Development Department until final occupancy inspection request is made. Should you have any questions concerning the above information, please contact the undersigned. Very truly yours, JERRY HERMAN PLANNING & DEVELOPMENT DIRECTOR STAN B. 'SAWA Principal Planner SBS:bjs . mac:` ---Building -& Safety Department CITY OF LA QUINTA `JUN 3 0 1994 BUILDING AND SAFETY MAILING ADDRESS - P.O. BOX 1504 - LA OUINTA, CALIFORNIA 92253 LTRSS.530 d T4ht 78-495 CALLE TAMPICO — LA OUINTA, CALIFORNIA '92253 - (619) 777-7000 FAX (619) 777-7101 June 20, 1994 r RIVERSIDE COUNTY ASSESSOR'S OFFICE 46-209 Oasis Street, Room 406 Indio, CA 92201 To Whom It May Concern: The address for the Boys and Girls Club in La Quinta has been changed due to the fact that it is on the west side of the street, and should have had a odd address. APN #617-370-015, has been changed from 49-990 Park Avenue to 49-995 Park Avenue. I am sorry for any inconvenience this may cause you. Please note this change and feel free to contact me if I may be of further assistance. Thank you. Sincerely, BUILDING AND SAFETY DEPARTMENT Kelly Tro ple Counter Technician MAILING' ADDRESS - P.O. BOX 1504 - LA QUINTA, CALIFORNIA 90-253 ��k�'f-►lQ••)�n�5•���+-t'�}�'���--'J"y,.�l++�..v,�L..�•-.��'+'�Z'�"�'�'�.r.•!r^--�,v��t:('i.,���+ii.•�,.,•,,:.r,i'r���n=�'5--+,r}'�-r-*`-.,•�1 �..�sr)•-� ASSESSOR'S PARCEL NUMBER COUNTY OF RIVERSIDE HEALTH SERVICES AGENCY New DEPARTMENT OF ENVIRONMENTAL HEALTH t, PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM APPLICANT: Submit this form with four copies of a SCALED plot plan (1-20 SCALE) drawn to County specifications as indicated on the attached check list. A non-refundable filing fee is required when the application is submitted. Check must be made payable to the County of Riverside. Approval of this applica- tion shall remain valid for a period not to exceed one year from date of payment. LOG # Agent• Contractor; Contact Person Address r City State Zip R 9y.10 c Telephone 56q � vl6 56; in -4-rf0 Owner I 13o�/Sf %F f C�u� Lu �urH� Address City State ZIP Telephone 34 -7 --SLS a o� Z Job Property Address [ k city - ® LCA Qorr� Zip 0 4�- /q� 6r 7� inlr U Lot Size Water Agency/WellUse of Permit, PIP, SUP, PUP, etc. Legal Description W U) ' Dwelling, MH Site Prep., eta • Signature of Appli t — Date / , CHECK BO F OUIRED ❑ Holdi ank Agreements Completed ❑ Detailed Contour Plot Plans Required (1 to 5 foot interval) ❑ Certification of Existing S.D. System Required ❑ Grading Handout Provided m ❑ WQCB Clearance Required ❑ Staff Specialist Lot Inspection Requi-ed Z (Attach For DOH -SAN -007, Santa Ana Region Only 0 ❑ Lot Inspection U❑ Solis Percolation Report Required W ❑ Date Lot Inspection Completed: Initials U ❑ Special Feasibility Boring Report Required Remarks: ❑ Maintenance Booklet Provided Initials Date ❑ Final Inspection by Department of Environmental Health is required. C/42 / Soils Percolation Boring Report by Lic4Project # Date Soils Map Page Soil Type Approved By Date No of Systems Type of System(s) No. Dwelling Units (1) Septic Tank Soil Rate Grease/Sand O Holding Tank (3 Replacement Bedrooms, Fixture Units Grease lntcp/Unt Trap O New O Addition�) O -V Existing. Gal. jGal. Sq. Ft. Total Linear. Sidewall Allowance -• Leach Bed sq. ft. of Bottom Area Ft. Bottom Area ft. rock/ sq. ft. running ft. Install Une(s) ft. long ft. wide with Inlet Testedd-Depth ❑ NA min. inches rockbelow dminlin.s or U Proposed Bottom Tested Depth Z Leach lines/bed special design for slope: (3) Pit Diameter No. Pits Pit Below Inlet (BI) Seepage Pit Maximum C3her: O Total Depth Allowable• - - Applicable--_.-------" Depth W N/A_- Overburden Factor ❑ 5- ❑ v TD U Well Review Approved: Date: Well Drilling Permit # SIGNATURE Grading Plan Approved: Date: SIGNATURE Sewer Verification Approved: Date: REMARKS: This application is APPROVED DENIED for the category checked In SECTION B above, regarding th4`design : a subsurface disposal system as indicated on the FOR OFFICE IiSE ONLY acompanied plot plan, using the requirements set forth in SECTION C above. A build- G Ing permit Is necessary for the installation of the above -designed system. No construc. Revenue code a Fee $ 00 tion is Permitted in the required reserved 100% expansion arca. (1) Septic Tank must be 100' minimum from any wells. , n. 0 Check # l (\n (2) Leach lines must be 100' minimum from any wells, Including expansion area. Date--q-)a I f Q U Initial S) C— C) 0 (3) Sewer lines must be 50' minimum from any wells. Z _O (4) Seepage pits must be 150' minimum from any wells, Including expansion area. F- U W of Health OfficI �Signat'ure 4/7-0 /zq Date wnQh Inev'UVol unimouuon: vvrnIC—vmce rue; TELLUW—Appucam; PINK -01111g. uept.; GOLULNHOL—Pians/Records , a CITY OF u WINTA a DEPARTMENT OF PLANNING & DEVELOPMENT BUILDING DIVISION 564-2246 24-HOUR NOTICE FOR INSPECTIONS Owe BOY"S AND GIRLS CLUB OF C.V. Contractor R - P - n - TNC_ _ Pwmit Nun tw 12623 POST ON JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 49-990 Park St Rough Plumbing Only. TYPE OF INSPECTION DATE INSP. FOUNDATION & SETBACK FOOTING STEEL MAIN GROUND SYSTEM GROUND PLUMBING T - TT • l / /. DO NOT POUR CONCRETE UNTIL ALLABOVE HAS BEEN SIGNED CONCRETE SLAB L _ JOISTS & GIRDERS ELECTRICAL GROUND WORK DO NOT POUR CONCRETE UNTIL ALL ABOVE HAS BEEN SIGNED ROUGH ELECTRIC ROUGH PLUMBING ROUGH GAS & GAS TEST L !/ HEATING & VENT- A/C FIREPLACE ROOF BOND BEAM O.K. TO WRAP GROUT ❑ V ❑ 8' FRAMING INSULATION PRE -ROOF COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED DRYWALL INTERIOR EXTERIOR LATH POOL PRE PLASTER POOL FENCE & GATE SEWER SEPTIC TANK ELECTRICAL FINAL GAS TEST HEATING - A/C HOUSE NUMBERS JOB COMPLETED TEMP POWER - 7C ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING 4!88 GRUNER ENGINEERING STRUCTURAL ENGINEERING August 11, 1994 Job No. 927.03 James Ducatte, Executive Director Boys and Girls Club of Coachella Valley P.O. Box 188 Indio, CA 92202 Re: Boys and Girls Club, La Quinta, CA Dear. Mr. Ducatte; At the request of R.D.P. Construction, I would,like to take this opportunity to declare the structure of the above referenced project completed'in•substantial conformance to our construction drawings to the best of my knowledge. During the construction phase, I reviewed submittals for the concrete mix design, foundation reinforcement, reinforcement mill clarifications, masonry, masonry reinforcement, wood roof trusses, and tapered/curved glue -laminated beams. I visited the site several times during the construction of the "shell" and responded to all contractor questions. Sincerely, GRAYNER ENGINEERING /George Grayner, S.E. 1809 cc: City of La Quinta, Attn: Kirk Kirkland Robert Pillow, General Contractor Reuel Young, Interactive Design Corp. 27393 Ynez Road Suite 153 .'Temecula, CA 92591. Telephone (909) 6761-2529 FAX (909) 699-3591 . 83-100, . OTAVENUE�P:O�BOX 188 INDIO�CALIF,ORNI 92A 202L( 19 4 6715 FAXT(619) 347 1,192 S • HONORARY N * July, 21, 1994 - ' GERALD R. FORD s BOB HOPE • n i r DIRECTORS r t ' ED BAKERi + - Bullding and Safety Department GLENDA BANGERTER f • Clty, Of La Qulnta • { RICH BUTLER r, ' LOUIE CAMPAGNA, JR. P.O. BOX 1504 + -BRIAN CARR �, BETTY CASE - T La Quinta, CA' 92253 BRYAN CASE r EDWIN CALVIN CREE FRED DIAZ .. Dear Sir, DAVID J. ERWIN a , , , • JON FITZHENRY RICHARD HERMAN' NICK JARRETT , This letter is. to advise you that the kitchen in the Boys and Girls ' • DICK McCLUNG . Club of Coachella Valley facility at 49-990 Park Avenue, La)' I BEVERLY MONTGOMERY E. CHADWICK MOONEY _ Qulnta, will not be used until all- inspections by the Health LUCIA MORAN RANDY MOWER Department and Fire Marshall have been completed. r RICHARD B. NELSON MARK NICKERSON BILL RETCHIN Sincerely, F FRED RICE JEFF P. ROBERTS EWING ROBERTSON LEE SIMMONS ' MARK D. SIMON J�V, lNv'� RICK THACKER MIKE THOMPSON Gretchen Perez RALPH THORSON t .' ,LEO WYLER ,4. Director of Operations Past Presidents �. GP/mu JIM DUCATTE Executive Director RONNIE RICHARDSON' Administrative Assistant �. GRETCHEN PEREZ Program Director 7�. ' RONALD HOUSTON Site Coordinator Indio LIN 'I �. QUINTON EGSON, - Site Coordinator , •,' ` d • La Ouinta Unit ' a GLADYS L. JAEGERS { , Special Events • MEMBER ne UNITED WAY OF THE DESERT. I4 '�"4j <•. +e .! w. w p , # f.': ' :l ! �'1' " ~ ` ;„ f ` r • MOO ApR '2*0 3b'``DC 'iEJ*--25308,e P.1 t Interadti Desibn C Omora 3001 E. Tahquitz,Cariyon Way, .;, VO Suite -104 i. 41 .Palm Springs, Can -itr6ia 92262 (619) 3234990 .(619).322-63 OB *Fax --.-FAC, , 'MILE: TRANS]. ION 71us FAX' aomksts of .1 6,pag* . ihclitding this cover gage. t t I FROM: 'W. Mark.-'He-ild Swena Chow � ZZ, City`of UIQ Qua DATE:. 4/20/94. FAX -4� 6119/777--70 1, JOB #: 9103 REGARDING: Per younrequestof this. aftemiooni attached pleased completed C—c-Ificate of Compliance and. related infonnatio"nI, 0 If'. W! transmission is no't",r ived; pleas6-.call 6.19/323499 4 NOTE ims N91 �y�..` I .1 LL >__ T .f U I p .10501m � All - 46 o$ o S E : - - --- - — — -u a_�� -- — --------�c-r'- -' T-_ cU `c ' E. w- ZIP OL ,. S 1 LL' _ C_ v III C - - Ud c, - - f r�tj a. y. 3 o 1�B U o m m 6 m u d 4 A 4 c v �+ c o N O b N E o f c E ^ .e cn a z > � o cn `w ct — N c, a' m vs m r 1, w rn .- :C .a _ Q. o r ��zro �� �aacy Nf 6 C Gb0 - V u� � F �n�% O gip ca'p -� B , LD to N F _ a " Io S 8-m .5; 3�rnZi� $ monEQ °fib ' 0�ris.6 �n--Q c�cV �t3 •m�CCQ_�i ��Llu m E mS.O Gcto-o Lm UOOF Q@t3 C t1p® c o� 114 �.or'®=cpam6E �.. cp�- Ep-$ y� n03on^� FA CPS ���,tSNR�.�` mac fCiQoc - a, 321 oW- IF�6 9 OR cES�y13 .9>bm rn Efl` z °1 E, °F�.. In) VA CAILi t;C. l ' Q I J 1. l + rJ 1 ' • 4� �.r . r r "� r . �... r _ ,� . . L•✓ I GPS 9� 'y4' 6-3 :'3 IDC 1E 32�53�8+.. Vc} �l?�,s t,1 LU _.r,,a. _ .�� •! ?�-. -- Fa Entxcorrian! Agoriay Ueo 01iy� Kryyocl TiOD ebwll t ate f dor+�.3(c Cond Kjr, ren iyr Aocumoni.11 q�QSpfl Loi i r�K,1/1Po C l' C,X,C TY?rr n~i:l,i �i+cr l r+Si Cly Note- Moro than one P'ar, 2'may ho subrnlllad. bul at', •nUsl rnfe'Cnce';tie Same purl ! Tne person (OSDOns)tjtn tp. mr. (k:stgn Comohnnco for t),Wh : mayor building sysipm �;,knowledoos ltlu lullow, g to..rrD! RnCe s:a;frmon! by S gnlnC thQ aparOp+.:1lH 5p1C0 r7ir!G'rt Compilanoa. Stat.®r'r!vnI, Tho otosad k' tldtng urpro!{, +e' is subs!antially Qornply *-M, 'rhn roQul,0610 !4 - ?ra1(!t� On Ihr, ;f;ISIItC�Ii• ni Compliance for this 1?ui!(Sn9, dated � Tho plans a.-;dspoc:6cilrons ncluoc the ,+gndicrint rrnurgy"v)n ri1;It;an In; t s JAPE' —�0 '_9 2i r::`32 1 FC71 ff253b8 0 A. �y r rOct rub bOcl antaaon�ttwu>•irm •�i'laib t P. 4 �; o For. Erfomem. ent Agency Us Cn1Yr - This Cha6uvst C, apr„s':c..sei@ to bob+ First and 56cond Generator, Star Galt Aeferen= 'in Construction i ' Docvmen � Enve�ope Measures Certified is,suJation matariafs per 2•5311(u) 1 tnsuiaoon installed to meet MaMe!5pread;and smoke density rowirernants of 2•S3 (j Urea formatIdehyde foam tnsulstsgn is installed per 2;•5311(c) {. J Rv;mht insulation specified as pet• 2.5313 . { } Air infiln6on is minimized by s68CTtiwbop of tested Manulactwed doors anc winnows, orQper sealing end eaufking of )olr,m andopenings n extemor walls. and w0atheratnpping as per S='on 2.5317 . , , , Lighting System"Meas;ures ( J . Certified Iumin6res/3ahastg per 2.5314(b) , , , , , { } u?doperidenl oantrof wr enc!oseq areas oer 2.53 19.(a) . (j NWilusl yWilchin9 readily,acsessitite 08r 2!•S3 t9(bj. , , , �� (} Roducion Of lighting load tO a) least one half per 2.5319(0 OaeuPancy sensors ori progratrrmap(e timers meeting EC onta4 may suostrplte { { Separate swriching:of. aayflt are4s!per 2-5319(d) . •, ___.__� { {' separwe switching of display anclvajanoc 119t+br+g rn•retail- and wholesilestores, Per2.53t9(nl • • , , { J Autemabc.control of disPfaYItq:lbr�3 ,n retzl' anti whojesat® stores per 2.5319(h) . , , , . { J Tandem wiring of one- and mfeo mp luminaires per Dayiighting and Lumen Maintehanee Controls (when applirabl,eI { J Unilwmly Wumination reducoorl one-half per 2.5319(a)t,-,•,,,, J Flieker free ope Gijon and no (xem#Jre tamp faitury por 2.5319(0)2 . . . , . . . 1 , . . . { J Tuna dalayy3.to orevertt undnil.8� oy'cc�inr Der 2-53 t e(a)r . ! stlao swit.!`,trig devievs with 5apamisoP t°etw"n —� O NCH -38=95 per 2.5319(0)4 , . . . . . Compliance'. Prmpizell sensors with a Ofti l:ng oover and i1owaqve cover per 2-531 S(m s I } Marviiacturer•s insirucilions prgvtr�sd for ulstaila8ion andgslfibration Per 2.5319(0 6!, . .'. - , , 1 .1 f ( Pr r tnSlailabon of commis dudtriq sensor tocatoon. ce OA-.atton of initial caiibrap KnC control o! luminaires ani/ ur:hm Oyin area per 2.5 19(ej8', , , ( ) Visi t+p or audible maffunC9on Va"s per 2•S3i9(5) . r Occupancy Sensing ;Devices' (when appficabie) C () T ' (J YINWO or auc,ole malfunction 41arrns par 2•S3ts(g) , •-•••a..< () I.J." on emts3.tons per exceptj3ns 10, 2-S3 HVAC. and Plumbing System Measuresf,,: I I. piping insulated as reputreC oyi2 5312 I J Cemied NYAC equipment per g•5314(a) . . . . . " . . j) Cembd pfurrtxng equipment tier 2.5314{a) () ret,Qr+g anO coating eautpmendeisrttency' r 2•a3larb , l ) Pit* "65's Ignition of gat somiantes per 2.5314(0) { J' Aummat c commis for off hours pe. 2.5315(a)1 . -. ( ): Theffl* at set .poinlrequlremobts ;or, 2.5315(a) () S 0"Ilal eontfoi of huubng vAd =* ng per 2.5315fa)3, N { J Au*rOatc exhaust fan camper9{ per 2.5316(b) { )• 7herts7ostlzt,cont�ls ter each za`lt+e �arl2•V315(b)l, , .�d�_�; I 1 Y0111141110n provided Per 2.5316I4ind 2.5343 (J Ye on and rya►cWlabcn air #u.antty - mf000n previded per t403(q)3. {. i .14@atlan.for domes do not Watei' rtndro,- pools'Aer 2.5.31 P, : r i i. ,i • HM Form Revi4g20!t-maer �4Ss t � tl�t> ;,•• .. a _ - - ,. . • ,. .. r �,, t., .. {: ,� Pale f Yti. _.',�: __+., - r-.:.lM� _ -�. __ ... LC •: Com. t J �. •T�.x,. r..�n.�.:,t. r .�., _ .T.- k;`-. �I�- .-�. �_ _ �- _ !� - _' _ _.- .... --�. • • APR 20 ' 94 03:32, IDC 1#225308 •1225308 S P. 5 Form ••. B ILDING ENVELOPE COMPLIANCS (NR -8J81? ;1 L . Project pesigner:� ', �au�.�- swd'�U, Documented by: ' �&g,N4llieAL DF:- t project Title:� �ra� G_Jw Ca4a: 2 Project Address:Ave,:-:;?o /P;,/, Chucked by: 1� Cate. Permit Application Number: _ This foraet'Provide$ space: to Insert summary data on the bu/idilog envelope.Fgqrrrr 1' is bssd tri conlafief/on with Form 2 and Farm 3 worksheets to provide Me -necessary .nf Ntlon on' buildings hoofing ,(U -Value)' and cooling (OTTV) design oriterho comolianev. I j .,k, SITE DESCRIPTION (from 8uAding Location Data) Locallail Code Number 1. E Latitude 2. Degree Days, -hearing 3. 12 SZ� Solar Factor, S.F. G. 12:5,1 � Cooling 4T, •ASHRAS 5. 340 (deiaign taMpo - 780F) IDEATING DESIGN CRITERION •Staandalyd ' u0W �• 7 ©• ,•.. ,�. U9r.........,..1 uo t .�..._..., 12. A MaXIMUF» Allowable 2 uovsrarll•---i 2, ` Proposed 14.0 uor _ ....... 15. G p��+ Up t .. _. ,.......18 .�r:.o.r... Pr�Opased Loverail 17� L in' must not exceed Lino r3 NOtet Me.VJrt &M A/fowbie Uovera,ff end Proposed Uoveratit Oro calculated on Paq• 4 of Form 2. J mote: For nested only bulldl7qS, ilc, !.s a$louiated fQr the Ar©p•aarad building friars I Form 2 (Heated only 5mitding,) uwh79 r,7e Yetuo from. Lino 36 for the sr+ta of skylights and tho'vsalue from Lime 37 far tho ae.orall i root areft. 1 B PING DESCRI TION' (from p/anx) 21? Occupancy Tyoa Code Number (f"M occu�a� t,fiatingas for .. 23. E �' Buildings .aer+l come) Groos Gond aned Floor Area, ft12 i 7, L. 457�- Number of 1t$o013 ' l Averaaage Grfta Conditioned Argy per Floor, fS Ss. Average Woq Height per Ftocr,ftE 9, �1 w (facing cc tiormd space) K COOLING DESIGN CRITERION Standard 0TTY w 10-L8._ ATYVr.,,,,• —i;.4• l 0Y7vrtt -_ 20.1 TT—�— iF�ropased 1 QTiv,IV........ 21? a TT V .. _..... i p'rGt!®�y� esa .. 23. E �' Ls�i not t 0XC-4 9o' Lina zo Foote: Stae#ard 0rrV ant Popas*d QTTY are &oJvu rd on P&Ve 4 oftForm 2. 1 r 1 Ncter Far hared and coaiod buildings, 1 QTTVr Is ak1cWated for !he proposed building' 1r*1m. Forret z' fHaeteq end 'Cooleei Oulidleg) via#Ov the value "rant Line 2S for} the atreaa of akylIghts and mto value team. Liars 2r roe the overall rove. awes. The 6 1 portant o easrnOt A does trot -i.0 S1.v to' tiny � oeied baat'Ir�gs. 1 t •�•� µ.`t V •. SLS '1� R', ~� _ • ` .� aL • �� r •.: R�• 1 .� .�Y-...�>� Rr �.r. imll IN APR 20 '94 03:333 IDC 1EOZRS308 P.5 wb X -A F=r - :.z F I 0 w ot ft 430 .0 A 1p C �n ty 0 U) x m r4 ID am Q jo. ink 31, 4 19 M ri K) ILI 6\ 46 40 06 Q 46 :A 0 3t j- 4c 0 w ot ft 430 .0 A 1p C �n 0 U) + + r4 ID am Q jo. ink 31, 4 19 M ri K) ILI 6\ 46 40 :A IN IV Q• 06 9L A ' 40 IP T r 0 10 0 w ot ft 430 .0 A C �n 0 w ot ft 430 .0 C �n 0 U) r4 ID am Q jo. ink 31, 4 46 40 ot ft .0 C r4 ID SA Q jo. ink 31, 1lttex Palo 23 ~ `re 008 20122 26. • D 4(�, MuJhr-1iz-OF t goo 26,126 08TVr+ 340)3 . 4 za-57A- I thte 3f One 30 One 27429 ' f. �IuLhr-f;2 MATERIALS DATA FORM (Heated and Cooled Bulld.ing) Page 2 of Form 2 ' • Project T1189; eoj-6 CtgE Foto: w�___-- 33 U ' HEATING DESIGN CRIZ'0 RiON0 COOLINd CRITERION M Roof surface Winter Tolat Roof Su/taco Summer AC tie Total N Type Arva. It 2 U -Values J3tu/hr-°F Type Area, 112 U-Vatue Hlufhr U3 +� ( t5; Type t G5 .� a4�i2 �� P�. 3 Type t ',7 0G 57 x411- x..o4-003 at ,9, a# 3 5 r .r,� m �` • 8• �r,�pe°2 3g 5 x4 1 x -025 ,� .52 a. a P• 3 Cb TYPO 3 .---x T y p as 3z� 1 s x ________. x n � y� Typo 4 x 8 Type 4+ xAl.x x ,� o ,A4 Total, 10.,�Z45 `� ooe}�ue Total ' 20.� Aol®I , - ze.2- Ope ue 57¢ Total . fie. 57�- 1 roo roo? 18kyllghl surface Winter Toted 8Ky1foht surface $e Summer AT Total ro Y"Po Area4; .f0 J -Vellus•. Btullu-� Tye® Aree, tt 2 U-StaJua Btulhr �n -1'®x 1 x 4.7 2..l Type 1 2- Typo 2 _r. x Type 2 _xco x�C31v� x.� )+€ x � Type 3 - -- x Q Type 3 x �{��e.^.i }( x e�1ax2 21. Total -22_ �2. 4- Total 28. Total 29. 'Z��2• skylight a eltylJptat R Total �ar 23. �,At2 Total floaatt3ap 24. i P Total Ate. 30. 2457 4- trt2 Total �:ootJng.31. 1lttex Palo 23 ~ `re 008 20122 26. • D 4(�, MuJhr-1iz-OF t goo 26,126 08TVr+ 340)3 . 4 za-57A- I thte 3f One 30 One 27429 ' f. �IuLhr-f;2 EMATERIALS DATA FORM (Heated Only Bull #ing) � Page 3 of Form 2 �Vo . c2lst_W6 ate Date: 2110)Z HEATING DESIGN-CRiTERtON D Rfo3a: YlEghd sereaa ,ups tosrcont'of=the gross coitlrrg w Boal ` 0 *rev ere oiomps from the t/oi ceelctalRtdon for beeled only upr nv�sTdlrpa. Nae 42 One 4 i Btu/Ar-tl u� t' riace Winter Totat- 1 ypirh a , Qt2 U-Velus Type t Type 2 Type 3 �� X y R Total • A 33. ` Total 3 4' op 6 yufi ' r©aI n� cn a Skyllfght suirlcce haler Total T., a Area, tt x4� fib- fue � Bluli�r-AF p rn 4 � Type f, at a Ilf _ Ty P a t _X_ a Total t ' 35.Total 38. .F ,i�bs;}r31g�t Aor 371. Maw .331-36 Ir.n�tatsl- - Ion 30. 112 lits 35 x .05 � iotsl ��' • Btu/hr-()F _ A 30. it2 x40. c k /fiat 949 38 r 04037 r . adjusted AM* 3-'F-J8, J 13 greater. ' Total Totes 41. _TJ 6t2 - heating 42. r. LO opu4uc roof iPrre"33 3x8 one X40 ; `� s safju�te� - • �► �� � .•- - •til r .i.�.=,iPG _ ti'.,�44�A ,�1�� APR 20 '94 03:35 IDC 1-10,225300 ILL 04 'P. 9 PIP 0 'Lu + AW L6 'P. 9 i J I I\I 4 1 4 I f" t i U IAPB civ '`� Q :ISS IDC 1E•�'�S�©8 r� S ENI �„ �' �a r=NVELOPE ;:OMPLIANCE Chock One k.nd, wrlt* 1n Construction essamb/y number hr/aw te.9. Wal! -f, Roof•?, etch �WaU—a_l . ® :Floor - Form CNR-8/81; --- List of C,,vnstruo#Ion CornOonents.- R-valus . • � .� �� -_ � � �.�, • Cm plc P�'�rw B! .oc �.: 2� E ...... 4 6 Sketch.Of.COnst"010n A.eepmbly, .....,o„ ��/�� Outside Surface r Film `- Featttlttg •tYPa�,. � Ai if w Cco Iag Have lrtg •eom,Octp/ele the following sRd jOluaP cangErirot/vn saa®mb/y inside Surface AFr. Film. y for fram/ng': Caollna Heesvn'g 81ze.; 7y�Tota(. Thermal R Spea(sta�n�a .f�.T�8z- L*117� O,Cr C"ol n8 H.a lr�g U-VaJue (1 lndle1O area, .volphP of conatrr�et/vs aseemb/y,�•sq� Cog/ p Ho oppraprlt.te Avows below:. Wail: Area f t 2 i Wg( ,'.:�;. ibJitS Nota Pots/ RT an9' U,V&Iuo must bv. ffdlus:0Y f 0 tltq' effec f t of franring wn®n a. TDOQ -.- Roof:, Area z VYelght /ftp Mo Fla s Area ,eft 2 !r /s e d ,nr,! 0 �t i UlA�20 r9403:36,,iDC' 1r.':2 30s' 1 � � � � Pv1 B L Y LJ 1 V4 'a tNVELOPE: COMPLIANCE . Chock one end, wrlta In ednstructlort assembly number below hoof -Z; etcJ 0 'Floor- &ketoh of c,0 edrt}etion Assembly Fram{ng type; `4a • if W0041. Complete' the follow/ny Ortd_ adJst coysttrvctlan ess:Q�rrbly for franrlmg; ' I Stud• X �' • f lndfe�te arsat, (wel:,glit of coristruetlofi asaorarbly, ani{ a'pproprleto I'velors bRICWt w,tD, ws f 4- f et3 ght,. Ib'Ift MCF I `. Toe -° .• Rocf: Area i F ft 2 ` weight !blft3 My AC res i ft2 !rs d onlyl � ' ell r List c'f Constru,e lotj 'CcthpArtvntsa ca 2t` h;i rZ 3, d: 7, 8. P.11 For R-Valu's Outside' -Surface Air Rim Cao Ing H4at/nq' Ins1dE Surface Alr. Frllim i Cio ,ng Total Thermal' Reslatasce ►(R;T).. 2A�om Q.., �G Fit Nvs"' U-Va10e 1/RTS P -� y I P,• l j} • Ce�� H9a 1rr_. Note: Total Or and U -!V 7uO muse b of froming a 'when 8/umt.o for cfapproprlat t1te� ef;vel I 20 ' 4 03: 3 ff !E•2��_ • P. 12 GUIL -0'C01?APOZN, A.SSEME3L,Y ING EN . VEL0pEL1A'NCE Form 7 Oh#Ck coo Ond write In constru'ption. assOmblY AtImbor below Wall, It Roof.2, etc.) Roof— C3 'FlQor- '-w-1--a-,onviruclian Assombly Framing. type: if wood. comploto t6v following and 80vet Colyst'ruct/017 g4jambly fat frac ing: s1z V: -spacing# 0. C. 1'td1'08tv* dreg, -we/vIlt Of Com.8truotlof? essembly, and approp"Iffe.faviorIf below.. Wall: Area f #'2 Weight lb/0. MCF Rost: Area Weight b/0 mc A Fla Area ft '.i: I er Oct only) List of Construcilon Components. i R_�' alue ;3 4!P 2,c TF_ aLl 0 C 4 2 D�---,k D E: �J 4 5o4 z b 4. -7- 7 Out3lds Surface Air Fhm H v,71n 1."IdO Surface Air- FlIm" Total Ther rnat Res'Stafte (RT) U_Value(1/RT) ��g 04", He's 7f Alote., rot4f R'r IM'd. UNVONQ Must be sQr1v$f#Cf for of framing wh*17,Vppro , thap Q.f�'@Cr B U iRPR ."D4 a3: 37 IDC 16.225 08 A 6 S E M S 1. Y rc"vt rc- t,;UMPLIAN CE Check en♦ snd wilt• /n a onslrue llon assembly numb®r below (Q•g, �Wall- l,. ,,, Noel -Z, •te,) . C3 Wall- (6�oof9 a C3 'F,Ioor- sketph 0.1 CoristructE'on Assembly F.r.aming type+ If woad vo'M' piers thu PollOwlny and, ed/vyt. eanatruet/oq eraentbly rer rrs�r►IrPQ; .Spacing;.: O.C, lndleated aros, w+lghr of eon$t"'arlon ssagmblyo 817d ®PAroprlerte 9erotors. below: . r®a f t 2 MGF ht.�..... Ib./ftS. TDOQ Roof: Area � ft Weight 4,6, lb/ft3 MC !� D AC Floor; Area �ft 2 lralsed on List of C.ortstructlon; COmponenty R4aiue U2ff-TN6- ! 4, T .,T-•-. Outside -.Surface. Alis Film Cao n Heiting Inside* Surface A.lri Ellrn Cr:O n� ,orY AltJn� Total thermal R�aiffitalfte (RT) 2 fid,' 1 Ccotrg y$ U -Valve (t/Rv? .off :.d" `71 Coy/ 9 • Hea .ing Motor 7'ote/ g and U-Vshre must b® s:s of Par the etfept lranrinph�n appra�grte►ty- . 1 M I n v 194 i4�l�t v p P 3c�Gi2 i A • ©MPLI,artC Forts F. 14 Ch90k ono and write In c onstrur tion 9s39nfbly number below (o;$, Wall- 1° ' Roar -2, etc,) I3 .'Wall-� ; ED "Floor-- ®,,... ^�.,-,-• List of Gont,tructlort Cairgonent R—Ve�tae TA, L 2. r 4. A A cF- 5. T�46dLgrT"�vr� 1 ,o 81 *hetsh vt COnattuatlon dtdaambly �.. ..., Fr.arnelnt Outside Surface Air Fftim Jr woad oompl#t® Phe foliawfng lle�tJng 41e ed/u:r con;Ftruct/an a$t vmb/y far fromfnp: Inside Surface Air FI); i Cgo' s� .SptieinQ° !k 4.0• otak Thermal'esistsecs ;.. t; 004/19 Heat/ny /td7Cst4' ArOe,e Coattr"01100 . FZT) of � 4- Q 5 �magnrb'ly, a�nof ®pprOrrr/oto rselord below; 1 �eoJ� p ft2 ht ,.. Ibt'ft3 MCF t Mote.,T-01'0/ JQt erid tJ-velure MVvf be $ of /Laming whtfl epprOArJat4„ *djosfad for the o.Proct T pe a ttaota, Area - ft 2 Weight Ib/ftS Mc Ao.5 I .Floor: Area 2 frdlaed;a I l { i d - M I PPR 20 '94 03:39 I51!7sJWZ-,q:g03- •R. I Only Bristolite gives'you'5 collbirs of acrylic'and 2 of white if Iklass.' iberg to chop from... WTM T. WTL Bristol Fiberlite offers a broad selection of dome colors besignin a *yiight s ystem so just the right effect.can be achieved. However, before selecting a specific color, particularly clear colorless, we The first task is to determine -he)prop.er level of illumi= suggest a review of the following, nation fbr each of the areas to be slit. T hen1based ontfactors Color affects three of a skylight's primary Pertormance �uch as room, size, roof height ind building orientation, I , charactedstics- Jight transmittance ;the amount of Va- �Irherone of our sales engine rslor the architect will: ,ount of rad) g ble light it passes), shading coefficient (the arr develop a c6mplete system design including 5'kyli 'ht size; ant heat it, transmits), and light quality (the quality of the placement, dome color. etc, light in terms of.color and amount of diffusion). Light transmittance and shading coefficientIcan both b� P� Qghbrtg- L"s for SWific Types 0; SpBce!l represented numerically as shown in the chart I- blow. . classrooms, cffces, drafting, manuiacuing, i Mamham. 56-aodising; J and re�c�,areas I I . - koWandles AC,yLight Shadj7g i gymnasiums, k*Vies, recreation -roomsColor , rmne-jiltion *as. 25-30 Trwrilifninaftce librariNm mactlir* shops, laboraicines I * footcandles Sinfk' Dolible Triple Sinxie. double Triple 0OWe Dottie* Dome I Dorric Dome Darne I corricovi. stairways. wareh,)Oe�. 92% --- i (=dardes cleaf lColottess (cc) - 89% 85% .97 .69 0.1 rooms, Washrooms. "Sitche6s; dining area 27% 251- 25% I $3 J3 .35 High White (W71-1) 82% 75w. 69% 6 .7Z .68 j But the pro'cess doesn't end heredWe'll run a freO com- MediuM While 4WM) 43% 49%- 45% .68 ;.63;c 53 `k6OA Low While MqL) 12% 20-y 27% .45 -IQ, .3puter analysis to predict the 5ystenl's effectivenes�. Spe-' High While 6 Ofic data on the proposed inMalliation and wdather Fiberglass t FrH) 7016� 64% 59% .60 35 31 me'd, cbndition� at the building, site aro: �n though theiS.-U.N.' turn White i LFIhe4ast (rr 4f,% A .35 1.30 (Skylight. Utilization Network) Cdmpu:ter progam, - gram, a - K'ighly sophiskated c.Qrnputer Pnorgy program, which Quality of light is more difficult to present, but the ph0- then' estimates the-annuai energ� satins tos above are a visual approximation, and a_dwscussion of, advantages and disadvantages 7'Or each color follows. oercens of roof ireiii to t>e skylighted for vviowj lighlin4 levels c cloar,colorless-(sw4v CO WTH,and lhe)odusAri StA maximum lighd color shift. R. fla Olqx. Width 20 Di ))dight Disadvantages: ON# dad no diffusion of hem or to Olds* Fnotcitndles- Fn Ca Its WTH, WTM WTK WTA4; WTH WTM 1.9 1:8 * 6 1 ItAnsi:lafency with reduced light transmatlince'. reapced - I i, I . 5.6 [9.0 heat transmittance and reduced glare with only a subtle brown color shift. !.25. ..6 3.1- .0 4.7 50 Disadvantages; no, dftsion of heat of tight and light transmittance V,4 2.2 2.9 41 6,0 than any of the white colors- •1.6 23 .6 )'4 3,4 High. White- I FKJLwiiVefy from Bristolite. speciiy �v 3.0-1 .t -i2.218 i 3.0-16 4,8-4.2 . rH1 C., more .8 Advanraqes� highest avafilablq light lr.1r%srnj:*anCt m the indl,'� 1.4 3.9 diffusion. low ull(a violet and infrared Disadv4nfage5: not transparent, Medium Wh�ile-(Standard white 4the Sk-Aight4niusrrv, Advantages; Good light transniit,,jnce%A;)th low hk,;A! Iriduilia transmittance, S;nste g Double Trjpie OWdvantage6:-no I transparent. Winter Dome chipme Dome Low White-l.spe'cLiy WTL) Heat logssm--wind) 1.2 1 0'7 j 0.4 Advantage,: excellent diHusiqn (or critical eeing cask;, extremely low hear and ultra vloift,tran5rnirillince, Hear Gain (7. Sm 0 windy 0.5 White &�Vnded perKm Of lempem humidity OC, -47U Disadvan[09es.! lif�itisd light transmittance endy *Clt,,Jrt� r1nore,',;k%,hR Oaring �Qcxc High co��dens�iion may Orm Netween douh6 dor-les, H r, once th is Viifimen- AdvUrVages! high strength, 6re retardar.cf., •j;lr.,1 violiq I tial.owe, 14 chernicali, ;S:redacecf the cor�densa(ion will cfisapr.&,r LO'sacivarIMSM'sOrnewriat fest uniiorm color (han"NM4 Medium While FiberSfA!.s-jsptc,(vFTm1 • 'Advantages: high stfengjh. ii(L�,elardnce, �Jltr;, m,Gjvt 'E" On (he' Va iumfory Sittnuara Ptocorior, CI�W%,n to chemicals. Ani)ijaj 1�'argy 8&!1VG&, AA a fat 77 h O MA PLOIlCatlOr. IJ021.19 Dy . kghi'l lUfal As6oCiation'ana uses: cateulalos 'eco. by tritneVed Disadvantages; somewh.14 less uni;orm colo, ih,in WTm .iciryfic. I.E,S. and A.SA R.A.E I Note; A01U61 sky tilurniRsion'to tet;ec( actuallfccallon CoMjtiCn5,!LAfg& 4 SX040ni3 ale more #ftienl arri detadv well& l� !Jcieint; I 115 1 5 115363 5 - „t 3 61 55 j 37 i0 153 48Z .63 57 1 35 37 37 ',41 43 Oran �e 5 S: 44 1 i L;- SO6 44 36 33 9 135 424 3.6 .56 3,2 .51 43.2 I:451 �,844 ` .412 7 ! i7 319 t38 ..37. En$ -English units, U•Values; Btt;/(h.,XWx°F). Relative Hent Gain, BIUI(h; x1t=), based on an "(door temperalur-c of 8a°FI(32.11C), a solar intensity of Sty Metric uni250 Btul(hrxf! ), ,789 W/mt), and a;7.$ mph (12 kph) wind. ts. U•Yalues; WlftrPx°C). ketative Beat Gain: Wlm7• 4. 'So, on A5HRA6 solar intensitynf:00i9tu/ hrxRt t ( ), (631 Wlni) I, Nominal valucsshown, and an' Outdoor temperature 004'9F f8° ' C1 higher than indoor. 2. The UV Solar Transmissions am based on the standard intmity versus S, Insulatin lass units construct g rt wavt fength.for the ;un"s radiation when the sun is at 60° zenith angle inboard light Ming clear lass cd of octal Ihickne�ses of glass with the and measuredat normal incidence ro the glass sarince. Noto; For FnrormlAtion only since insul4tin8 Y lass units are not supplied 1 3, %9nter UNilues are basest on an Autdo9r temperature of 0op (-i8 °C), by L6A an in406r tcmpCraturc of 70°F (20°Ci• and a 0 mph (2,4 kph) wind klOcity with no sun. Summer. U -Values anti Shading CncfCcicnts are 23. x {y`!. _`yV 3„t.^"4F.7. •F'tac,Pf74.�r}�F1 ` t 4..� , - 4 -TY r'.. t'APR 20 ''94. 03:38 ILit_ 16y-=25302 P. 15 Float Glass Performance Dataf.D °layp Von i i Buy:no 275 1 Monollthfc'. `� s . �. 'transmittance ��u�:+f:� ,.C:I@ar snd Tinfed•Crl�s.r�s•4 . . r��ui Nnminal Retictaance U-Yalue° $hadin g Cocfiicients° Giass. Thleknesa Aventbe Dayllght Total Solar Ultra• rlolcta Aycra aRelative'° Daylight Heat Gain Summcr WinterNo Venctlin - in mm 'k % `6 % Eng S1 Ens $t Ens Shad, Blinds Droperfes { 8I U Med Light 'Med Durk 7 DS %� /�. 2.5 J 90 86 82 216 680 1 01 -SS 84 79 21� 66S 1,13 99. yir + 89 82. 77 $ 210 662 1.03 5,H !, l2. 6.4 9a S5 b4 56 .6i 70 3;. s 80 73 206 649 1�t 96 Gear . /< }� n 10 88 86 77 71 7t 6563 200 630 1.I0 6.2 93 55 34 .59 ,69 Vi l_ 84 65 61 8 190 599 1.02 5,8 1.08 6,1 a8 b2 .52 .36 66 Y 15 82 50 i 59 !&2 .574 1.0d 5.7 1,06 6.0 g4 r ' ,61 .50 .54 63 '/. 19 81 56 55 7 172 54, 1.01 5.7 1.04 5,9 .79 54 60 49 S2 60 74 48 4� 166 523 .99 5,.6 1.02 5.9 76-53 59 a7. .sa' Ss Siuc-Green Y. IU b7 38 7 155 939 1,09 6,2 1,10 6.2 7o .53' S7 45' .47 S4 3 62 63 3�t 54 6 6 1:8. . 435 1,08 6.1 t.06 6.0 fi^. ` .48 51 .47' ..44 SO %A S 51 53 44 • 179 564 1.09 6,1 ;j.13 6' gz �4 t50 50 :53 .62 Grey ' j ti a2 44 39 5 165 149 $2U 470 1' 6.2 .12 .75 S3 38 ,47 • .50 .:57 % 10 .28 31 24 S 127 400 1.04 6, 2 1.10 I OS 6,2 6, l E.67 .31' .55 .44 ',46 ;52 :4 12 19 22 15 4 I13 356 1.08 , 6.1 , 1.06 6,0 .56 44 A6 40 „ .42 46 • 3 63 i 65 49 1$3 577 l,0$ 6.i 1.13 .49 29 .41 3S 37 .39 Bronze S id 55 38 6 167 5«6 1,12 6.4 84 .76 34 33 bl 50 S4 47 63 ii /° 6 10 SO 17 46 33 �? 5 1S3 482 1.09 6.2 t,10 6.2 69 52 .39 .56 .50 .45 67 .5$ ''-4 17 !U 5 131 413 1.09 0:: 1.08 6.1 .58 j .43 48 42 43 .53 .48. •""� 117 369 1.08 fi.i 1,06 6.0 St Al 43 37 39 .41 ln3UIaWer,' _.. ss• .. 115 1 5 115363 5 - „t 3 61 55 j 37 i0 153 48Z .63 57 1 35 37 37 ',41 43 Oran �e 5 S: 44 1 i L;- SO6 44 36 33 9 135 424 3.6 .56 3,2 .51 43.2 I:451 �,844 ` .412 7 ! i7 319 t38 ..37. En$ -English units, U•Values; Btt;/(h.,XWx°F). Relative Hent Gain, BIUI(h; x1t=), based on an "(door temperalur-c of 8a°FI(32.11C), a solar intensity of Sty Metric uni250 Btul(hrxf! ), ,789 W/mt), and a;7.$ mph (12 kph) wind. ts. U•Yalues; WlftrPx°C). ketative Beat Gain: Wlm7• 4. 'So, on A5HRA6 solar intensitynf:00i9tu/ hrxRt t ( ), (631 Wlni) I, Nominal valucsshown, and an' Outdoor temperature 004'9F f8° ' C1 higher than indoor. 2. The UV Solar Transmissions am based on the standard intmity versus S, Insulatin lass units construct g rt wavt fength.for the ;un"s radiation when the sun is at 60° zenith angle inboard light Ming clear lass cd of octal Ihickne�ses of glass with the and measuredat normal incidence ro the glass sarince. Noto; For FnrormlAtion only since insul4tin8 Y lass units are not supplied 1 3, %9nter UNilues are basest on an Autdo9r temperature of 0op (-i8 °C), by L6A an in406r tcmpCraturc of 70°F (20°Ci• and a 0 mph (2,4 kph) wind klOcity with no sun. Summer. U -Values anti Shading CncfCcicnts are 23. x .9GRUNER•�aC�0�[�[�ES STRUCTURAL ENGINEERING s March 8, 1994 Job No. 927.03 Mr. Tom Hartung, Building Official Building Department City of La Quinta 78495 'Calle Tampico La Quinta, CA 921253 Re: Boys and Girls Club of Coachella Valley Dear Mr. Hartung; In response to a request from RDP, the general contractor on the Boys and Girls Club.of Coachella Valley, we want to propose an alternative but acceptable program to satisfy the continuous inspection requirements for the concrete masonry construction. Alex Manka, of Hitek Inspection Services, is highly qualified and capable of inspecting the masonry construction on an intermittent but daily basis. Mr. Manka Would checkahe_placement.of_so aMU_units..and_ hhe reinforc m He would —inspect all..._embedments_and_the_placement .af the grout_ scie n_ �Continuous�grout iispection'will be bsolutely maintained ::;�Grayner Engineering expects to receive copies of Mr. 1Vlanl:a's inspection reports. I intend to continue visiting the site periodically and I know your inspection group will continue their scheduled visits. The 1991 U.B.C. Section 306 (c) affords Grayner Engineering and the City of La Quinta the ability to judge this proposal as satisfying the requirements of continuous inspection on the CMU construction for the Boys and Girls Club of Coachella Valley. Sincerely, - GRAYNERy/ENGINEERING George H. Grayne/r, S.E. 27393 Ynez Road . Suite 153 . Temecula, CA 92591 . Telephone (714) 676-2529 . FAX (714) 699-3591 OF MEMORANDUM .. TO: Tom Genovese, Assistant City Manager, FROM: Tom Hartung, Director of Building and Safety{ .: DATE:f September 24, 1993 SUBJECT: Boys &Girls Club Permit-Status • ;: To date, the Boys & Girls Club plans have been submitted and approved by Building and Safety' for the shell building only. The architect still has to provide us with the rr:echanical plumbing and electrical plans for approval.:i Engineering -has -no conditions'-that 'must be mef,prior to per issuance. Planning and ori Development has yet to review the plans for their conditions. I have requested. the architect to provide them with a set so that they may begin their review. 'He estimaW it would be 4 6 weeks before they were ready to pull permits. r Y ' '` • , •. i.; ..,. ... .; 1. .i. 'Kf\Y �L^ Gc 11r ;;� 78-495 CALLE TAMPICO — LA OUINTA, CALIFORNIA 92253 - . (619) 777-7000 O' T ` FAX (619) 777-7101 February .8, 1994 Jim Ducatte, Executive Director BOYS & GIRLS CLUB OF COACHELLA VALLEY 83-100 Date Avenue. P.O. Box 188 Indio, CA 92202 Dear Jim: Thank you for meeting with City staff last week in regard to your request for changes from the original design of the Boys and Girls Club facility located in the City of ;La Quinta. The City looks forward to the addition of the facility in the community. As discussed ,at our meeting with the Planning and Development Director and ,the Building and Safety Director, precision, block may be utilized on the building if stucco is. applied pursuant to the Public Use Permit. Therefore, the request you have formulated does not require City approvaU. Additionally, your request to utilize T-Bar ceiling throughout the building was identified as a change _hat would not have an adverse effect on the overall design of the building; therefore, this change will not require. City approval. However, your request to utilize cyclone fencing instead of the originall-I approved wrought iron .fencing was identified as a change that would 'require an amendment to the: Public Use Permit. .After our discussion was concluded, you withdrew this request, 'therefore, each of the changes identified in your January 10th letter have been either withdrawn or identified as _-hanger that do not need City approval. Again, thank you for meeting with us last week, .we look forward to the completion of the facility.. Sincerely, Thomas P. Genovese Assistant City Manager TPG:pjs cc: City Council City Manager Building;,&,Safety Planning & Development MAILING ADDRESS P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253�� IN Earth Systems Consultants �•� Southern California October 21; 1993 RDP, Inc. P. O. Box 10190 Indio, California 92201 Project: La Quinta Boys and Girls Club La Quinta, California , Subject: Final Report of Testing and Observations Performed During Grading Buena Engineers Division 79-811 B Country Club Drive Bermuda Dunes, CA 92201 (619) 345-1588 (619) 328-9131 FAX (619) 345-7315 B7 -3423-P3 93-10-727 Ref: Geotechnical Engineering Report by. Earth Systems Consultants dated March 26, 1991; Report No. 91-03-823, B7 -3097-P1 Geotechnical Engineering Report Addendum by Earth Systems Consultants dated October 7, 1991; Report No. 91-10-717 Submitted herewith is a report of testing and intermittent observations performed during the rough .grading on the above referenced project. Grading operations were performed by .James Rue Construction using conventional heavy equipment. Testing was performed as per authorization of Robert Pillow of: RDP, Inc. Test results are presented on the attached test report sheet with their estimated locations plotted on the accompanying plan. Compaction tests were performed in accordance with ASTM D 2922-81 Method A or B and ASTM D 30177. 88 Nuclear Density Test Procedures. Maximum Density -Optimum Moisture were determined in the laboratory in accordance' -with ASTM D 1557-78, Method'A or C. Test results are as follows: Soil Description, USCS Brown silty very fine to fine sand SM Maximum Density -Optimum Moisture 108.5 pcf 4- October 21, 1993 -2- B7 -3423-P3 93-10-727 DISCUSSION: 1. The project is located on the northwest corner of Avenue 50 and Park Drive in the City of La Quinta, California. 2. Prior to grading, the site consisted of vacant desert land with scattered brush and debris. 3. The proposed development will include a building of steel frame, masonry and wood frame construction.. The structure will be supported by normal spread footings and concrete slab on grade. 4. The scope of our work was based on plans and staking by others. 5. The project area was cleared of vegetation and debris prior to the start of grading operations. b. The building area was excavated to a depth of two (2) feet .below existing grade and to a .width .of five (5) ' feet beyond the footing. An additional twelve (12) inches were scarified, moisture conditioned and compacted. 7. Soils previously removed from the building area were replaced in thin lifts and compacted in place. 8. A total of twenty-one (21) compaction tests were performed 9. Test results indicate that a minimum of ninety (90) percent'of maximum density has been obtainedin the areas tested. 10. The test locations are approximate and- were determined by pacing and sighting from prominent field features. In our work, we have relied on topographic and survey information provided by. others. 11. Work was halted.on August 27, 1993 and resumed on October 8, 1993. 12 Based upon intermittent observations and testing during the grading operations from August 24 through October 8, 1993 on this project, is is our opinion .that the intent of the .recommendations of th-- referenced Geotechnical Engineering Report as well as the ordinances of the City of La Quinta, California have been met. 13. As used herein, the term "observation" implies only that we observed the progress of work we agreed.to be involved with, and perfcrmed tests on which together we based our opinion as to whether the work essentially complies with the job requirements. 14. With any manufactured product there are statistical variations in its uniformity and in the accuracy of tests used to measure its quality. As compared with other manufactured products, :field construction usually presents large statistical variations in its uniformity. and accuracy of test results used to measure its quality. Thus, even with very careful observation and testing, it cannot be said that all parts of the product comply with the EARTH SYSTEMS CONSULTANTS October 21, 1993 -3 • B7 -3423-P3 ' 93-10-727 job requirements and the degree of certainty is greater with full-time observation than it is with intermittent observations and testing. Therefore, our opinion, based on observing and testing the work means that there is only a statistically based, reasonable certainty, that the work essentially complies with the job requirements. 15. We make no warranty, express or implied, except that our services were performed in accordance with engineering principles generally accepted at this time and location. 16. It is recommended that Earth Systems Consultants be, provided the opportunity for a general review of any changes to the final design and/or location of the proposed structures in order that earthwork and foundation recommendations may be properly interpreted. If Earth Systems. Consultants is not accorded the privilege of making this recommended review, we can , assume no responsibility for misinterpretation of our recommendations. 17. This report is issued with the understanding that it is the responsibility of the owner, or of his representative, ,to insure that the -information and recommendations contained herein are called to the attention of the architect and engineers for the project and are incorporated into the plans and specifications for the project. It is also the owners responsibility, or his representative, to insure that the necessary steps are taken to see that the general contractor and. all subcontractors carry out such recommendations in the field. It is further understood.that the owner or his representative is. responsible for submittal of this report to the appropriate governing agencies. If there are any questions concerning this report, please do not hesitate to contact this office. Respectfully submitted, EARTH SYSTEMS C NSULTANTS hillip . Clanton Technician Supervisor pc/GRADING Copies: 4 - RDP, Inc. • 1- VIA File M Reviewed and Approved, �t No o�y% Brett L. Anderson,: I1 No. C9453E9 M G Exp. 6.30-94 EARTH SYSTEMS CONSULTANTS r REPO OF RELATIVE COMPArIOFJS JOB NAME: La Quinta Boys & Girls Club LOCATION: La Quinta, California JOE, NO: B7 -3423-P3 REPORT NO: 93-10-727 Test No. Date Tested Description - Elevation %Moisture Dry Density ^.Relative- Maximum In Place In Place Compaction Density " 1 . 08-25-93 Per Plan 44.5' 13.0 97.8- 90' 108.5 2 08-25-93 Per Plan 44.5 14.7 101.0 93 108.5, 3 08-25-93 Per Plan 44.5 13.9 98.8 91 108.5 4 08-25-93 Per Plan 45.0 14.5 100.7 93 108.5 5 08-25-93 Per Plan 45.0 .15.1 101.3 93 108.5 6 . , 08-25-93 Per Plan.45.0 14.0 99.5 9.2 108.5 7- 08-26-93 Per Plan 46.0 13.9. 99.8 92 108.5 8 08-26-93 Per Plan 46.0 14.1 102.0 94 108:5 9 08-26-93 Per Plan 46.0 16.9 98.4 91 108.5 10 08-26-93 Per Plan 46.5 15.3 99.7 92 108.5 11 . 08-26-93 Per Plan 46.5 15.5 100.5 93 108.5, 12 08-26-93 Per Plan 47.0 13.1 101.0 93 108.5 13 08-27-93 Per Plan '47.0 12.1 99.8 92 •108.5 14 08-27-93 Per;Plan 47.0 11.5 100.9 93 108.5 15 08-27-93 Per Plan 47.0 12.7 101.7 '94 '108.5 '16. 10-08-93 Per Plan 47.5 13.8 102.5 94 108.5 17 10-08-93 Per Plan 47.5 13.2 101.3 93 108.5 18 10-08-93 Per Plan 48.5 ; 12.4. 99.5 92 108.5 19 10-08-93 Per Plan. 48.5 12.4 100.7 98 108.5 20 10-08-93 Per Plan 49.5 12.9' 100.5 93 108.6 21 10-08-93 Per Plan 49.5 1 t.0 . 103.8. 96' 108.5 . DATE: October 21, 1.993 EARTH SYSTEMS CONSULTANTS 0 . I _ � � .„ �� NAY N'/$ N �— 01! N•� � �— , .IDS �� ��� l ' ��—•= IIS► I �I I _� e / /�\ ' a �t o NJ COY � `�+..+�'0. ` :;:r+M:.'i.•:•:•: \ t I •`1-�C. ,' ::ate �. . . � 11 I ��yA k`..`.—�•- F' �JpY �A°�d�,J ici��:':'::•,::•}'�.`c ``� II: a w Y 3 •\ 1: ti �si � �:.1L,.:a:}}i::::i<':`.:��:'r:i';', .• ` pj�1q 1 I Mp 1 � !II I,1 � pt fit. •� •.`� � .� .•..: .� o � � 1�NJ '� �,! /,� 1 •! /r ik ir Oj Ad I III � ` /�i \•- ,�--'•--�� �` � o �/�' • ' r,•� . It ' t '•� \��r\c yrrroUt � 1 �� �1� A�(� • /�S� w I •'s- /. s' , vl �- n � w` ` / ``� .. od v, m p 0 m •� z i. N Uj N • -TANt-2S=54 TUE _. 1 1 •9 R_ D. P. INC. T!T rHl-,TEK INSPECTION SPECIALISTS O.S.A. GERYIP150 sclgo t ver GENTLEMEN: OD I 13 P_ A LZX MANKA PFiifdcrP.L THIS IS A LETTER OF INTRODUCTION TO INFORM YOU OF MY SERVICES: ... CERTIFIED O.S.A.13UILDING INSPECTIONS (OFFICE OF THE STATE ARCHITECT OF CALIFORNIA) ... INDEPENDENT CONSTRUCTION CONSULTING ... PLAN ANIS SPECIFICATION REVIEW ON THE FOLLOWING AREAS: ... CONSTRUCTION OF NEW SCHOOLS BUILDING ADDITIONS AND REMODELING PROJECTS .,, FIRE ALARM AND COMMUNICATION SYSTEMS ... PORTABLE BUILDING INSTALLATIONS ... ELECTRICAL & MECHANICAL ALTERATIONS AND INSTALLATIONS MY SERVICE RATES ARE QUOTED ON A "PER PROJECT" BASIS. WHEN I CAN BE OF ASSISTANCE TO YOU OR IF YOU HAVE ANY QUESTIONS, PLEASE FEEL FREE TO CONTACT ME AT ANY TIME. 8 YEARS OSA INSP. , 3 YEARS 607: W, CIC 6EN. roll , 43 Y, .S. I;XP . 24178 OUTRI6gdV DR, CANYON LAKE CA. 92587 909 244 5493 , s " —T ha -25 94 TUE 1 1 •9 R _ D F'"_ I NC _ — D I C F-_ O'S Alex Manna DBA: k1i Tek Inspection Specialists ,. P.O. Box 5092 Canyon. Lake, C,k 92396 (714)-244-6493 Supervisory and inspection Offsite Systems Parihwork: grading, cut, fill, compaction, testing and sampling, curt and guner systems, base asphalt and seal coats for paving. Utilities: storm drain systems. sewer and watersystems,natural gas M•F. and 1„P., high voltage power, cable and vault systems; along with cable;anc,telephone Systems. Concrete: excavations, forming, placing, consolidations and finistiitig tc requirements, sampling and testing of slump. Concrete Masons Units: (CMU) -supervision, sampling and observation of • - installations, coring samples and general quality requirements. Structural Steel: layout and erection practices.' >. ndwlogablc in materia: -- - requ=rnents for rebar high steel installations. ^ Wood Raining: numerous years in framing layouts, supervision, plan reading, Specifications, a�dhewwce; well -experienced in finish systemsand quality ; . installations. Special Systerns: fire sprinkler, eleamnic intrusion, MVAC controls and nurneruu interior finish item's such as operable walls, electric louver systems, flaring and well read and experienced in code interpretation of UBC, NEC, UFC, carpets; UMC, NEPA, and Title Z1 and 24 Codes, i have a California B General ,. Contracting license and possess exceptional abilities in reading and. interpreting have both federal govemment C.Q.C: experience and y' plans and specifications, and California State Certified inspecting experience. � , Grtaduated Nigh School: 1954; Calumet City, Illinois. , y One semester drafting at Chicago. Institute of Technology.Atttended n merou's seminars on construction and business management, ;- 5, _ JAh1=. 25-,•0,4 THE 1,2 C� R D'_,Fl _ I N� - .'D I •F - 04 r Al rl99��- 993' n j PR6S&NILY INSP€CTIN6 LQ#S A 57599, . oNg, 000 d FRAMC, MASONRY STUCCO COA9PLCX I NCL UDSfe POOL AND STADI bM . - ` START i SITE, '.L NS 1993, C:OAPLCTCD IND10 M: S. A . FWe, MASONRY PRO ZCT . „ MID 93. POR74BLES AND TOAD POO N6 ; X993 -/992r IRBIG M.S. SPCCIAL CD. COAPLU'FOR R, V. Co., AFFICC of FD, INDIO, MASONRY tf FR,4M COW,* F 1992-1994t LMS SPORTS • COMPLCX YMCA CITY OF. , INDIO • < ' P4LM DE SORT, 1�ASONRJ INSP.- , fl S. 'P'OOL WO V. FOUR C. AM. ADD TN t TRUMAN - 4PAMS SCN. , ReL OCA a AB l a Mask , 94� - 990, ..:. �IQNROC C.S. , STEL MASONRY CONST. • ; MlSC. DSUSD PROYOS 11990-1989-1. 0 LAQMS CONTI1dU , FRAMe., STHCCO, , MASONR Y,, .� PD;IS Sl7iT #lMPROV6AeATS, =M :,; � •� •,�, ti til �, ' '+ y ' 4 y � •+ r R - a. 3..-.s d y .y c .,.1 �, "� _,,,� r .�.._� �•'M. � .. 1.�. - ti. �•'-r r'r•••-moi ,�4.� ,� v. _ s,t'_ „, l 'Y .rY�.�"��k•a {'�'�'.e. � .: �.•� $. . o l' .JAN -25-94 T.UE 1 2 R U_ P �D I O P 0-5 i w G.S.A., California State Certified General Building Inspector. Five latchkey buildings A50055, palm Springs, One Headstart Day Care A51200, 'I`housand Palms; McCallum Elementary A51,119 and 51177;Palm :Desert High School Phase 11 site A51641; West Indio E.ementary School site development AS 1993 and presently inspecting La = Quinta Middle School A50504 as well as numerous portables and other State approved 'installations, 1986- 1988 G.S.A., California State Certified General Build ng , Inspector; Public Works Clerk of the Works for Moreno Valley Unified School District. January 1986 -September 1986: completed Serrano Elementary School, A46549, June 1986 -September 1987: completed Sugarhiil Elementary School, A46990. January 1987-Fetruaty 1988: , completed Creekside Elementary School, A475E-9. O.S.A. Inspection for Palm Springs Unified School Disnict, February 1988 -November 1988: completed Cathedral City Elementary School (aka Landau Elementary School, A49549). My job performance and efficiency ratings are on fele with the office of the State Architect, General Services Department, 1075 Broadway, los Angeles, CA. 90012. Cliff Chaffin, Jack Bruce and Dimitri Besiro£, G.S.A. Structural Engineers. can be contacted to conunent on my abilities as an inspector. I have been approved for multiple job inspections as long as only one structural phase is in progress at a given tirzue, 1984 - 1985 General Superintendent, Temecula, Valley Nigh School, Temecula, California. Project completed on schedule. During.this project, I assisted the project inspector with punch lists of required installations. I was enco gaged by the project inspectors to take the OSA inspector; test which I passed and became certified. 1993- 1984 General Superintendent/Quality Control Officer for a 2.6 ' trillion dollar project at Vandenberg Air Force Base, California. New construction of 82 two-story officers quarters, A Corps of Engineers project which consisted of all site work and all phases of the multi -story ur its. N .Timet -4-25 —'O4 T1_IE 1 2_ 13 1 R D - F-"_ I Nr - — I ND I Q Experience, continued 1982 - 1983 General Superintendent/Quality Control Officer for a 2.4 . . million dollar project at Davis-Nlonthan Air Force Base, 7 Tucson, Arizona. A Corps of Engineers project critical to 1 the national defense. The project was completed on schedule with very good remarks from the Dept. of Defense and the head of.the U.S. Army Corps of Engineers Phoenix office. The project consisted of two phases: one new construction, and one remodel, done simultaneously at different locations ; on the base. !979 - 1981- General Contractor, B2 license #385934. Lived and worked in Lake Arrowhead, California constructing custom homes ($100,000.400,400), small commercial buildings and custom finish work. I had a reputation for quality workmanship: 1977- 1978, General Superintendent, Vee I�ee, Inc,, Arch itect/Buildcr, Lake Arrowhead, California. Constructed seven custom J homes ($300,000 and up), and four major remodeling jobs. ' Supervised my own crews and subcontractors, - It was at this time I applied for a California Contractors license. 1975 - 1977 A & P Builders, Arizona. Sole Proprietor, B2 General ' Building license. Built custom homes, remodels and small commercial buildings. ,1971 - 1975 General Superintendent, Johnson Masonry/Southwest Forest Industries, Inc. (joint venture), Phoenix, AZ. In complete charge of offsite and onsite procedures for 144 acre ` project on Phoenix westside. Project included a golf course, - olympic-size pool, and all related buyer amenities, townhomes, single family homes and apartments. All were under construction at the same dine. 1970- 1971, General Foreman of Carpentry, Schuck & Sons ; Construction, Phoenix, Arizona, Apartments, tract homes, small commercial buildings. I designed and set-up, an innovative wall -panel system. *-1968 - 1970 La Casa Construction, Phoenix, Arizona. Field superintendent in charge of. six housing tracts, apartments , and townhomes: Supervised all phases of work. 1962- 1968 R.L, Bever Construction, Scottsdale, Arizona, Went from foreman to general superintendent in three months. This - span of experience included high rise apaxGments, commercial buildings, t Tract homes and condos. W 1960- 1962 LML Cdnstrucrion, Phoenix, Arizona. Partner with two ti other men. Two years of business experience as a carpentry contractor with framing and finish work and small Y y' commercial construction. �.,' 1 -JAN-2S—,r�a:4 TIDE 12 R D P INC — �D I Q F 07 Experience, continued t 95it 1960 Les Chambers Construction, Phoenix; Arizona. 'Framing ' and finish work as a carpenter an carpenter foreman on tract < _ homes in the west phoenix ax•ma: 1 I �)SS 1958 - . ,loumeyman carpenter, heady construction. McKee CorpJCoca Cola plant in Ease Chicago. Indiana, Ragnar- 1 Benson ConstructionjYoungstown Sheet and Tube rolling mill. McKee Corp./iron ore recovery tank at Inland Steel, (forma work, concrete, millwright). 1957 -.1955 dousing construction experience acquired by working for �+ a nny father, Four custom homes and several remodeling jobs after school hours'and on weekends. Attained Journeyman R Carpenters card at 18, youngest to pass,entrance exam at that ._ time, t 1 : , - !i •• ., • .. .• i'• ` *ter •.. ,, �1 b_•�. ^3'.'' 1 .�',:-.. ::-3rw`�b...'r � s!'�"""t '7a •."..'.,.,i`�,.'^. .-...r" ---...-. .. r _ _' + ••.' '� ... � ; k . .�y _ , .r r _ , Jr .y ~ i »` .r.' 2 S -*914 T ID E 1 2 - P D PI .N Q. - � D 10 'P - 0`2 z900 TRITTIP0,FRED' gUALDA-, AWil 'S , . 691 9.3 / 8577 t 619 360 33_S8 DON `WFXLCR'ARC/1. 619 320. 1709 f ' 01 V . of STATE ARCH. 95/8 ;} ' Sf'S gACK.,BRUCE; St1RADEy LmRAUNYS#Ri . 1 / 9 674 :r5400 t AO KoINDA,, KANVAK TSO S.E. I- ' 21-1 25'5, 9220. PAUL Pi TCf/CR S-6. , STB 7/i, 7,9. f159 • ' {qr 1 /Jryi /p■�/JJ�'{/l/` /C^ rte` }d.� r(['° ,. f .. o J. m L/V D Icy 4 a 6 • ' .'" BA 6 .1EY • k 7A 852.9995 ;, s P8.5S RANDAL , 6. 6". SRP 6.160 '• 4' ` , . 256 2201 _ .b Alpy S#OWAL TCR, RI V CO OFT-Ke OF a. POY-WTS ADMINISTRATOR y 909.788 ,YUkPf-V MAT#AUP#Z(. M . 6 • �i 7 4.6861 / 776 MARCI A EWART, FAC `PLANNER DSUSfJ , y 619.775 3500 ext 5285 ;. RIUARD-'BWK FAC PLANNER MAU U#lFICU S.D. ' 909 658.2171 ext 469 DAVJD MACKCWAN FAC. PLANNCR PSUSD 619-32? 1I 58/ PAUL. 110ERSTINq PSI. LABORATORY 1 6 / 9 .34/ '579U . -: .. _:.,, ,�. �.,�.._...- ., � �t' ,. t . , .. • , >� ,. n . , .. a y • - -�,.r, a .L Yt. �,.-�... ...,�..,t; � YZ _ , . - .:....' «... w � • %r 1 W :�.- ... .. _ . - y •. , `f 'wF. .•.. r-."F'i'.°r.;..i 1Cl' '6'Je.,. a-+.. :� M �,t4 'x '� ,� i.�i,, ,•rf-,� �`� SPECIALISTS m #ISTORY -OFA NITU INSPECTIOa PROJECTS FOR DESERT Sri#BS UNMED S. a.. , 1991 1992 'si, 1993t ka 1994 1989 199 _ • PRO ACTS sexTRA WORK A A S.0 F M #'A 9 1 6 S O ------------------------ arra deae+at h a aita� x------ -•'�:. - - , . - - ''`' � -- � � ' J '�xe,LocA et, a AA-, dt , pdha �mon+aoe, bdea conat x- eaai.t •peat �RdB. 9C 3C - � "'.:. pcl Enplant wLea p o Line i h a p city 4pt4 enter p v endio g a pool aenov, p __ __- _ __ - - "- - ------ - pa a Lha food Aeev,afad etc -, x-------- - cL&aa aadda .H Bauman aadraa _ � - . - -pax �---� � •_ r fire lo,s�a eha +ae..�oc p o - - x-------xEr _ iha hi volta a 4Ya p ® x- -x a.jackaon it"at 91 .p +:Y ` ,��._x 2 aedeca; jkan comps, p a a Rf.loca wader:, cplan, lcra p oA'-------_-- - .. , x-_-- --__ r /aoovea mLgitant.a a.loca p acts. .11-94 i tla ` Baa Lnta h a Ate dev ` x �Qa juLnta A a Confit r ,� la gua.ntaa h a poad "re'' `S------- ----------------_- x �tadizarra-----_..-------- la eaLntQt h B xx-"3,rt.• x---- -_--_ - , c r - in �pectoa & of Ae►aa • , dcaafin uRc%eAzn� x--inclp a �a d p 12 xeloca auah, aaad, pdrea fac dept no ChdaR a 4eXVLCe$ �: _ 4 '+ •,� W fa?7o tech' ab,& a.laa tAa.pa to • 64AwaR+aanf ee. = `; M` _ +' i^ . ' ` .,•. y tALpa to Lha compl &tuaaate team 'toot aaaMA f aumcan 4ifaucf aevm d o dub et it N KevLewed all tac aaltea ?2 e g •. _ '.`.-'� " N ; aaaatd in feaf lab ac$uL4�ttona diet afrLda wLth all dept °heads tblad hand a eca wUh Jac .de f '•.' ;.. � � a ac ,eegta Mifl+aas.t�ipo lgha def atanQandt IOR a:ll di.at Ln-4p• 44a_ ..ri k l W E S •- JAMES Ce-FIVASH LAND SURVEYOR 417625 ECLECTIC,- SUITE C-2 PALM DESERT, CA. 92260 TELEPHONE (619) 346-3342 OCTOBER 12, 1993 BUILDING DEPARTMENT CITY OF LA QUINTA 78=105 CALLE ESTADO LA QUINTA, CA 92253 RE: PAD ELEVATION BOYS AND GIRLS CLUB AT PARK AND AVE 50, LA QUINTA GENTLEMEN:. I HAVE MEASURED THE ELEVATION OF THE PAD AT THE BOYS AND GIRLS CLUB ON AVE 50 AND FOUND IT TO BEAT ELEVATION 49..5 AS SHOWN ON THE APPROVED GRADING PLAN. SINCERE JAMES C. FIVASH cc: RDP, INC. ,LAND F x ' ;LAMES CHARLES o0 i FIVASH * ' L.S. #4420 sq Expires 9.30-91 \� of C Alli�� r 0 1;P0VY_R_kff%71HL5 Z' ' LU S OF CAACNELIA VALLEY • .HONORARY DIRECTORS GERALD R. FORD 0 June 1 ; 1992 ' BOB HOPE • DIRECTORS 7 - . ` • ED BAKER ' : , LOUIS CAMPAGNA, JR. Mr. Tom Hartung BRIAN CARR City of. La Quinta STU CASE �'� Building and Planning FRED' DAVIDDIAZ J. RWIN f: 78-105 Calle Estado _ - 'JONFITZHENRY La Quinta, CA 92253 ' • JOHN FOSTER 4 - KRISTY FRANKLIN _ c MARGARETHENDERSON NICK JARRETT Dear'Mr. Hartung,'' ` REID G. JENKINS {~ RUSSJOHNSON The 24,-000 square foot Boys and Girls Club SCOTT M. KINER LAUREN LEWIS. v youth center to be built on the corner of 50th and' DICK MCCLUNG Park Street is to be utilized for children 7-18 BEVERLY MONTGOMERY E. CHADWICK MOONEY' �.: -years during non -school hours. This includes LucIAMORAN - afternoons, evenings, holidays, vacation, and RICHARD SW NELSON weekends. When school is not' in session specific MARK LES areas' can be scheduled for adults and, 'LES PETERSON ; •- ' " •c program • MYRON B. RAPP, D.C. C`,.`3�`' parents., They could Use the gymnasium.,,multi'- REDRICE TCHIN Fj�, purpose •room,' and arts center.. , • FRED , • JEFF ROBERTS N EWING L. ROBERTSON t <,. The gymnasium.occupancy anC will -never. be more - 'MARK D. SIMON - � gy p y RICK THACKER ' than 500.' It will not be used for school - assemblies Past Presidents JIMDUCATTE • 0ur,plans will' be revised fto accommodate the Executive Director above occupancy requirements based ont he Unified RONNIERICHARDSON °' building code for each room.. ' ,f • Administrative Assistant GRETCHEN PEREZ Program Director t , Sincere RAD DEWOLF-DOMINGO } yrt Site y- Site Coordinator La Quinta Unit s, Stu Case 'm Zatte GLADYScialEv JAEGERS president `' Executive Director Special Events �" - - : � • ' � y ���:.. `�f, SC/ JD/mur � . J Md� ' c ; `� , _ ' ` - .. •. _ MEMBER UNITED WAY OF THE DESERT•- COACHELLA VALLEY WATER DISTRICT Regulations<Regarding Interceptors/Separators (excerpt) The Coachella Valley Water District. requires. that. all plans and specifications for the installation of interceptors/separators shall r be submitted to the district. .in advance of construction and no construction shall start until plans and specifications have been, approved by the district. The" proposed discharger shall complete an "interceptor application" and submit it with approved plumbing plans and specifications (where; applicable) -at :its headquarters in Coachella. There is currently no charge for the filing of this application:. No inter ceptor/separator.=shall be installed without prior -approval of the. district. Applicants shall notify the district 48. -hours prior to the start of installation and all installation shall be inspected �by district personnel. .There is currently no charge for this inspection. If you have any questions or desire additional informat.ion, please call Charles H. Holt, Demand" Evaluation Specialist,, (61.9) `398 -2651 - Extension 235. BKC:gh (September/92) • + F. LFv 51N G . I . _ - ' • ' , - - .Thr .. • . - aT_ r,oN� • ne�pidw,��,� s�2i4 _ �•r �+ , - j0�1� �, �N h�S sTEFol LJ " K j'o I . L r 'n ELF, . 11 12' i `-1 6 t f -j- < i 16h L _ ! :.�. i '�l R 1 Ut U lC 1 - --r -= - , : _ r• N t�. so , - ,. CI, F lA.�� YL �L • - Fps u a.�' . p`5 24, , 1' . C9I UTr�1�E,Y�p4 1p �(2 ID ® _�. OF • �P (iWENTAI..:HEALTH 1 , 7 33 - , . f I - _: ...''':%r - a.•i—� �1�����'9 hal ,e G�' r _ • :.. _ :gin , t'i � int ,y y ( - fllt A'F3i°+ "b .l3 r — — -- ?. r is c:a • •9 -� r - - - � t. > �, +•Ili - J� i `�zlr^: ... . „ - r 1L - - - ,' _ _ * •- FfAai.�'.t Vii:: •-l.�• 3 ff•, ea x' ._ : Pit t� isf_LaQ�iur�it�a �Y Minzr - r L � 'l( r •�� J.CC. Garcia Plumbum, I ncT ; /94a, 4_63UU:03/16- : • i t fkranjD! COUIM DEP. HT OF PiIJ®II�C . DIVISION OF fEN OMS MAL Mi;� .T�1 Establshm®nt $�'Ydge Disposal Trai Park cal. Septic Tank Sq, Ft. of Leach Line motel, t., hotel x -Seepage Pit cu ailing i:ag Conlnedion to Sevier Cc;nsn�rci�! sysir^:Erb Fresl i:'° �: mry bs� di7scharg� Into the individual swage disposal No on °i.a r�Ommlkn r e A s w 9 Gla 4"�� �eec't cr Qua,;ty rZrircl mrd. Mier sun -; 1S 4.'zl°p u ink" any .�s :1 or, �tremod sourco. s, Pl:arabin Code. Cm 4 ;y a r$ ; . ^ r:ci of vw"9t 'I�;vi#orrn g Gil! s �yw 7p 7 F r�. i A� r 6'. W approval. �i!Ey ° ie Csi "?` « '•l . R 81 iCS?1 cS� A "$ 6r d c a.3 d:v.Cl&1i f',p,:., .�` t. l?^&n A frim i': a i<..;,a al W.A.. („_iit`,j ccnrf ' and for instaH&tion of the sewage construction x T is is '4° c_ �kiy t3:_ t t~. a f've -Ada Cad aaty i�rls�rt%?:zt of P°ubiic HCea �h approves far trsq►, nstzl l,viion the ite"re". Ci'enrli.°r'� yla?'ti'cu. Septic tank ewe ' es must be 100 ft. DEPARTOM"E E PUBLIC HEAL from any well, in expansion areas. IS VA FOR 4) YEAR Leach lines t be loo !mum and FR DATE QE APPRaV seepage A_s must ba 950 ft. mint from an- 1 Is. MAINTAIN 1005 EXPANS EA. MIN. FROM ANY -WELL MIN. 10' FROM ANY GE TR A 'ER MAIN. _ 1 2 3 4 5 6 7 8 10 1 1 X12 13 v14 15 16 '17 18 19 L� 21 22 23 r 24 25 26 27 28 29 30 31 : x"32 33 34 .35 36 ' 37 38 39 40 .41 42 43 44" 45,_46 47` 48 49 50 51 52 537 54' � •55 56 57 - 58 59 60 61 62 63 64 65 ■■■■■■■■ ■■■■■■®®■QOM■■■■■■■®■■■®■■■■■■■■■M ■EMM■M.lMM MM SOMME s■■■■■O■O■■sO■■■M■O■■■■■■O■■■■■■■■■■■■■■■■�■■■■■■■■■®■®■■ MEMO mom MENNEN ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■EM■■■■■■■■■■■■� ■ NMMENEMAIMEMMENMEi�■iiiM■■■■ ■■■■■■■M■■■■■■■■■■■■■■■■■OMM■■■■■■OMEN■■■■■■■ ■ ■■■EEMEM■ ■■■ ■■■■■■■■M■1®■■■ME■■■■■■■■ ■■■■■ NM • • • �. ■■ ■■■ M MOMMEMEMEM ®MEMEMME■ O■■ - o a ■■■MMEN ■MMEMM■■ ■ OMEN ■N■■ M■®- ■■ . ° ..... • • • • • • .�. • •• . • • ° : .. N■ ■ ■■■ NN■ , �� ® 0 NONE ME .. M a - - - - ��....� momNomom SIM ■■■ ■ ■ e ��®� - i, � ■ ■■ ■■®- ■■■�® .. • .: .. SEE■MEE ME NoAlAwn MEM N■ _ ,;e::e■®■ No ONE ■■■■ ■■N■■®MMEMNEE®■■® M ®r■ MEME_. _ ■■■ ®® ■_, ■ ■ NONE ■M■ ■■ ■■■■■ MENNEN N■■ M M 0000 ■ME■■ ® 0 ® - �MM®1f1�M®■M ,l" ®MMEME N■. ONE N■■ ON �W■ERSOMME!�!�MEMNON ®C��NAREN ' / MIS M■■ N ® ■ EN■ ME - gym■■■MEMEME■MEM■EM N'T1�M_ up, M, - EM " MME MEMM■MME MENNEN ONE ■■ ® MMNE®EMEMEMEEME M ! _ MMENEW NN NNN MME■■■E® MIMEM■® ■■M • ON e► ®' 1 ®OiN M®0E MM■ OMEN MEMN■N ■■ MEM■EEM MOM■■MEN MME■■■ MENEM ■■■ MEE No N■ : 0 • • 1 ,a EEN SEE E■■ o M,M _ ../ . , NNN E■ M■M■■■E NEN■ ■■N ■■ ®MMNEMN NEEM®®®N O �� NNE ME No , ONE N■■ MENOMMMMEE�MEEMMEM ® ... . • ®■ , �3 no , ME ■ N ■NN OMEN MEN NN EMEMMEMEMEMEME N MEN, 5 M Vii® ME 0 M ■■■ NONE ■■■ , No � a MMEMMEMEM■MMEM■■ 1 M'iE ON 0■ ■ M EME No ONE 0 1 1MEMMEMME ON HER R ME No 0 M MEE NONE MEN 0 MEMENEENEEMMEME ON ME MEMNON ■ MENNEN MMM■■N MEMO MEN■M MEMOS ■■■ 0® M N■N■N E N.N ■®MMEM■■ Emm ■■■ NNE ===I ■MEMMMM■■■MMMMM■M■ ■■N■■■M■■■N■NN■■■■■E■N■■ MENNEN ■■® MEN ■ momI MEE■M■■■ ■ M■M■■E■■M■■■M■■MON■M■■N■■■M■■■MME■MEM■MEM■MEM N■■MEM■■EMM■N■■NN■■■N■■■E■M■■NE■M■■■■■M■M■■■N■ 1 2 ' 3 4 5 6 7 8 q _ 10' 11 :'T2 13 14 15 16 17 18 19 ,:' 21 22 23 24 25 26 27 28' 29 30 31. 32 33 -34 35 36 . 37 38 39 40 41 42 43 44 45_46 47 48 - 49 50 51 52 55-54 55 56 57 B 59 AQ 61 62 63 64 65 �4 ■■■■■■■■■®■■■®■■■■■e■■■ ■■■■■■■■■■■EMNON EMO■ MEMM■■E■■■O■■MEMO■M■MM■■ME■E■E ■EM■■■MM ■■■ ■■■■■■■■■■■■■O■■■■■■■eO■■■■■■■®O■e®MO■■■OEO■ ■■ ■■■ ■■■■eS■■■■■■■■■■■e■■e■NMEEEEMME■EME■ limm ■■■■■■■■ ■■■■■■■e■■■■■■■■Oe■O■®®■■■■■ ■ ` .. • . -� . _ . ; .: _ _ _ • •� O MEMO■■■■■EMO ■ ■■EMENOMMENNOME■■®O■■®®e■ ■ -: , ■■■ ..■■■E■e■■e®■■Ee®EES■S■■■ ■m MEN■E■ ■ M■NOM■■■OO■■E■■■■■■■■SSS■SON®S■■■■■eS■Se ■ ®EMM■■■ EM o ...EMEMEMEMMEM = \ ® ■ ■ EONEEMEM■■■ mommoolffi. m NNEMEMMEMEMEMEMEM OMEN ■■®E■■■■■■■■■■■■ EEMEMMEMEMEM • ° • gz= .. ° MEM .. .. .. _ :. _ . E■EM MEM - : o • o MEMEMMEMOM■■ : .:. O' O■■■O■■®■®®O®®■■O■OOO■Mee■ O■El . - „ . ; , . . ° . - ■■■■■ OEN ■ MENEEMEMEMEEMEMEM - _ ■■■ , 0 ■ • e E■■®mum®mummo■®■■ .1■MEEMEMEMEM® _ - - - � - - . . - ■■■M■■■■■■■■■®■■■■■■■■■■■■ ®MMM®M■M®®®®■ • E = :. e - N■■■■MM■E■■M■EEMEMMEee .. ■ ■■ME■■NE■■■M■MMEM■M .: .. .... SES ° - . - .:: - . _ • • ■■■■eO■■M■■N®■■■■■■■■ ■ EMEMMEME■■ .: - ■0E, /,MOM,■■e■e■e■■■■■M■■■■eM■■■®O■e■Mee■■e■e■eO■Mee®®ee■■®■■e■■■ ■■■e■E■■■■e■OO■■■■■■e■M■■■e■■■■e■■■■■e■■e■e■■e■■■■■■■see■■■■■■■■N OO ■■e■■■■■■O■■■■■M■■■O■■■■■■OO■■■■Mee■■■■■�eeOe■e■■■e■e■■■ON ■ O ■■asee■O■■■■■■■■■N®Oe■O■■O®O■■■EM■■E■■■M■■MME■EM■M■ MEMMEM ■■■■ ■■■■N■■■■■■■■N■■■■N■■■■■■■■■■aO mom ■e :.: .... . No MM ® ■■■■■■■■■■OO■■■N■■EEM■N■EME■ME■N■■ .. _ �4 '1 2 3 4 5 6 7 8 r, 10 11 12','13. 14 -15 16 17, -18 19..�',¢� 21 22 23 24 25 26 27 28 ,29 30 -31 32 33 34 35.36 37 . 38 39, 40 41 42 43 44 .45,_46 47 48 49 50 _51 52 53'"--54 55 56 57 58 59 60 61 62 63 64 65 PLUMBING NOTES E Ll_�CTRIt,At. NOC T _ M,: i,L Plumbing cQuipmonl Contractor Ispacifications1;ond shalt coLwii�cxamina 'plans to 'fully'undcrstand all codservice the 13eeL iwl Cuuti u,.lu. >andl aero( amine-oU- equipment specifications and pions Ito fully uiiderstandl 9oI o4,arrvir_e• the I�� , �d • G P11dl' - "extend of his responsibili as."Hc shall resolve any disereponcies 'work, cxtccit-af_his-cos onslbditios._Ho_sholl_cosoko�any�discropancios on the Ions or a aeifications before commcnctn g work. - 'on.tho plans,o� spcciricotions before commencing s P P ; 2. Plumbing —a..d-is instolled�in-accocdoncc_with_stondar-ds_roquircd Contractor I shell sae that his phase of work meets by all 2. {/These plans are for the sole purpose of indicating of�outlets,_types of connoetions and oloetrical the I loadsfor location food' , /i S r :.� i� municipal. lfoderal lows (including codcsr hooltfi codas) 'and by all local or Service equipment 3. .Plumbing.contracto sholl..provide and. install individual. shutoff 3. Meetrieol.Coin ctor`ahalf mokle all final connoctibns to ' valves on i 11-wi to -i nal -I os -fines. ---- Ike Inne Itionn to equipmont-and rxturns. '-L �. 4.—Plumb'ing_Contccctor to equipmont indirect -waste i4cludi linos,' shof m -all -find g alI-watoi' linos, condensiibo tines,. -c gas etc Iines� direct and ; `� 4. _ Custom fabncutod cgwpmont-shoo .nal -ba -prewired common unction box! floctriedl Contractor shall 1 far -connection -to -oath -co nponentl-fixture-and/-or_switch-os -tel o bo rosponsiLdc, 'r- 1 i.... x 4 , I I 5. Plumbin -=-S tops,cocks,_wcter�hammer-arrestors, as per . local Cbntruct0 codes shall fumish and anal regulations. install holo-bibs-and_fiitings all trope, valves, i ro uircd. Exam le Food Yrlarmers, iiact tom co Is units,_undoriwr�Gghts,ete w• I refri eration 9 I �` ( I _ r 1, = _ • ' i "t (r. ''Si �— — _ = —useda. In the. overt that eleefrio 11 cooking equipment -is ,-th r — t•�p_rF t AA T15 ' • ` 6. Plumbing all-sto provont gage_bins sweating. Contractor I shall roviCe insulated - fP. 1. and refrigerated-units-to-floor-sinks_to j , dram I lines from _ i I l I l I Electrical CantraCtOf ei1aU fumisA drld'hstall —,_ —,._ and intorcannocting alrhg. botalcon the sdonoid 'supplied afth the tire• mounting boxes valvas, coria system. tors, �, , S -N I Q_/�_N - -V- �', . �, a ; �, �.. •fr r„ � L - - and microsriltch proteetlon Y,. _r ;• 7 Plumbing mirnmum • of T Contractor 1.0 -0" d shall fcom_any n stall all fresh_oir_intoke.}i vents ond-flue-outle'ts a 6. •Electrical .Contraetor'Shall make intereonnoetions miter ,reve ing�swit i-ortd-s Ilene Id- Ive: between disposer , r r^ r 8. Plum lin ! with•..alectrical -Contractor g. • and mechanical r shall -i 1 retell - all equipment _ fines ( - to and - ave structural i -interference d Mariibers. 7. I _ Eloctri Id -C -C -moll fumish-and_hstall relays required to ovAch exhaust blower and any mokccup contoctoro_0 air togcthcr. A - _ _ _ ; 9. i, 7All•ffloo��smks ' .a j " shall, '�� bosflush _ ;frith floor and prvvidod 8.' Electrical Contractor. shotf furnish and ;hstdl alt root. xeothorproof- �" ` y r + :. i "� , K• : , with -cosily. •.=r/� r romovotilo=covoro.. U t .rinisfiod ! 'r' 1'.i s+, .� / 9. dlsconnocts for units oa _ flectrlCO I`Controctor"ehan fum Ish .and" Ireton _-1..—L _.1_ I— _COn.troc'ior for all ov curtains. and-tly fans..floctrtcat. alp curtcha land ny fans I door activated s6ii_111 switch stall ,_.. s t f ' r - , s , Y�" - 3 # �". F L. `� ✓ F r # = ,`� �• ' - _ tt `t 0i Plumbing,lConteactor, gcs ;lino for hall Fro .Protoi<"tion install S,'/Qtcni.`] cutomotic,shutoff Vclve shall valve be p(ovidod in . : 6y -Food -Service Contractor. r 1 r. ; t Ii 10. ,.« Electrical Contractor shall fumish I I hstdf all 1 I $aCZarL^ and -switches "vap�rproof ozhaust, lioods!> ignt� - and for rsdkin-codecs.= I on oil _ i I ��• i '� *f.. J1N OTICF T,Or(?LUMBINGeICQNMACTOf� I. ( I I �I fumish'and 4 .,ptostir'scevcs r.sJ 9'' V i :1 .J ✓ - - 1-i. ElCetrlcal—Cafltraatar_Shatnstall Off. `• Oxpodod fluorescent tub - Electrical Contract or shalt fumfsb and 1n�taU under door for i'..frlg*atlon and drink sYe tem oil conduit lino"�.. Conduits -renis. - half , r _- Theso plans pro plrovided to jguide!you in locating. drams. 1 2 noorinitsand'vrctor-Su Imes, . IPP,IY ahgwn. and SOhd wOst6 ,� COnnOCt10n9—AIsO ., _ be round, non-metallic of dlarrrieterindlcoted ' Mhlmum bendin w9. coridesa6on ore +i,4 } radius 24 no factory'". 1's , { 1, for -,u 't r IControctor dorground-sewerage-and-mrotor-supp'fy-distribution-layout '1. must provide m6`6hgni 11 . !- ol" anginoanng drm+ings . if � rcquired-by t �� f.rf'i•'(/fry+' Building and Safety f)epiortment: r r �.. � •� - ,v r , /0 A4 rill i'5 �i Boys=Bc Girls -Club -of -La -Quints . f J.C: Ga rcia.Plumbing,'lnc: ' -r 619 345-6300 03/24/94 - T bate = ` _ FF BATH- %/ _. _ _ - - - t` _ , _ _ _ v r• _ • .i _ , _ _ - +fir y) �•� -_. � a•,�. -�//•[[� • ..'„+...c. •T+i�h 9 i r •� .1 ..1 •r!: s.•. ..•4, ,.:1:_.. .rrr .•r. _ _ -- --. _-_- •. _ e _ 1 , _ r .— `-+v...•-_••.+.a.G __._. _ y __ '.r �} may. r - __.._ _ ...... _ _ _ - - _ ' - _ - __ _._-_ _ _"j -._ .. _•_-_-__ _...._-•_ _ , __... .. _... _ __. __..._ _--•-_ .._ .-__.. _. _..,_.._..-_. .......... . • _ n TI•r, a5 : 1 _ V' IQI RPOSE _RM._ _ " • .rte• .. - _-./._ y .• ..� -1 �. -_.. - _ �T � •_-• ' If" -l' �,r S� .�_... ."_.i I'n•/__ Al s' P3 .• w ' k • 4� -" - s .-! _ _ LF I.RIEAL_----_..___.___._ _.. -- 1. _ G__- �.�____ ......_ __. -,� ,. ---_--_� '.r .,fit ...�: M ... '._. _ . ... O• 2...- .� = �..�•_� .. _. _ .._ .._...._.. . - _ .--- ,-_-- .,.. _ .. _ _ zo Rif_.--:--�__ __._ ..p .� _ _ _ _ 1/ :;�, � .,�_ ���.�_ • 20 ��_: _. _�-;_�'•_ ".<-4 �� - �/ ?.� F _.._..: -.. _..:.:.:_ :_: - ; :� : ::-: _:: -• :: • .__ - -..�. - - - • • -C�:. ..;:.::-::' ._ _-�_. _ - _ . :. -•ice f ' /� VE h xxx - 3 9- -CRAFTS -� - _ _:� O/... G •• .: =:__. fa ��. " ,-..: -20 . " . 20 - %�.. :-_: 20. .._ r s� a 1 ®SJR CRAFTS - - _ = _ :_ -- - _:- :. - --' - - - • - �Qp. I J--- �` - �-5 3/ e� TA*iyl 78-105 CALLE ESTADO — LA QUINTA, CALIFORNIA' 92253 - (6191. 564-2246 FAX (6J 9) 564-5617 December 18, 1991 Mr. Reuel Young, Interactive Design Corporation 3000 E Tahquitz "McCallum Way, Suite 104 Palm Springs, CA 92262 SUBJECT: PUBLIC USE PERMIT-91-012 Dear Reuel: This is to inform you that the City Council at their meeting of December 17, 1991, accepted the report of action- by the Planning Commission. In other words, the Planning Commission approval which was granted on: December 10, 1391, is final. As I indicated in a letter to you-on December. 12, 1991, we do need a check made out to the County of Riverside for $25.00. This $25.00 check is the handling fee that, the County receives for the processing of your Notice of Determination and De Minimus Fish & Game exception. We do need this check immediately. Please submit .the check to the Planning and Development Department. The Conditions of Approval which ,were sent to you previously, are now final. Should you have any further questions or comments, please feel free to contact the undersigned. Very truly yours, JERRY. HERMAN PLANNING & DEVELOPMENT DIRECTOR STAN B. SAWA Principal Planner SBS : bja cc: Boys & Girls Club of . Coachella Valley Engineering Department Building Safety Department LTRSS.107 CITY OF LA OUIPTA. DIOMMUNITY SAFe7Y D MAILING ADDRESS P.O. BOX 1504 LA QUINTA, CALIFORNIA 92253 Y CONDITIONS OF APPROVAL PUBLIC USE PERMIT 91-012- APPROVED' BOYS & GIRLS CLUB OF COACHELLA VALLEY DECEMBER 10, 1991 Added by Planning Commission 12-10-91 GENERAL: 1. If this public use permit if not used within one year after .original date of approval shall expire and be null and void unless approved fair extension by the City pursuant to Municipal Code -requirements. 2.• Developer and operator of the use shall comply,with all conditions of the lease of the landlord. 3. New driveway to Park Avenue shall be one way only, from a easterly to Westerly direction. Parking spaces on the south side of aisle shall,be-angled to accommodate one.way circulation. Appropriate directional stripping and signing shall be provided to insure one way circulation'., 4. Security fence along 50th Avenue shall be between five and :six feet in height and be constructed out of wrought iron or some other decorative steel rods or tubing. .5. Plans for pool and pool building shall be approved' by the Design Review Board and Staff prior to.their construction. 6 . _ Preliminary -and final landscaping plans shall be reviewed and approved by the City Design Review Board, Agricultural Commissioner, •and Coachella Valley Water District Water Specialist as needed prior to installation. Consideration shall be given to using existing or new citrus trees where feasible. Where possible low water use and native planting should be used. . Garden wall material shall be decorative and shall be compatible in color with the main building: 8. A trash/recycling bin enclosure shall be provided. The enclosure shall be masonry and of a decorative nature. The location of the enclosure to be -subject to approval of City "Staff and local trash company., 9. If deemed necessary by the City, additional parking shall be provided at the expense of the Applicant/Developer/Operator. TTT TT]T Tf4 TTTTT TTTU40. - 10. All conditions of the City Fire Marshall in his letter dated Novamber 1.3, 1991, shall be met. 11. All conditions of the` Coachella Valley Water District in their letter of November 13, 1991, shall be met. CONAPRVL.040 1 Conditions of Approval Public Use Permit 91-012 - Approved Boys & Girls Club December 10, 1991 ENGINEERING DEPARTMENT: 12. Applicant shall layout building and capital facility in a manner that permits Park Street to be widened. ' 13. Applicant shall take access to the site only from Park Street. 14. A thorough preliminary engineering, geological, and soils engineering investigation shall be conducted with a report submitted for review along with grading plan. The report recommendations shall be incorporated into the grading plan design prior to grading plan approval. The. soils engineer and/or the engineering geologist must certify to the adequacy of•the grading plan. 15.. The site grading plan shall be prepared by a registered. civil engineer and approved by the. City Engineer• prior to issuance of a grading permit 16. The site shall be graded in a manner that permits storm flow in excess of the retention basin capacity to flow . out off the site through a designated emergency overflow.; outlet and into the historic drainage relief route. Similarly, the site shall be graded in a manner that anticipates receiving storm flow from adjoining property at locations that has historically received flow. 17. Storm water run-off produced in 24 hours by a 100-yea7 storm shall be retained on site in landscaped retention basin(s) designed for a maximum water depth not to exceed three (3) feet. The basin'slopes shall not exceed. 5:1. The percolation rate shall 'be considered to be zero inches per hour unless Applicant provides site-specific data that indicates otherwise. :Other requirements include, but are not limited to, a grassed ground surface with permanent irrigation improvements, and appurtenant str-actural drainage amenities all of which shall be designed and constructed in accordance with requirements deemed necessary by the City Engineer. 18. Landscape and irrigation plans shall "be prepared by a licensed landscape architect for the landscaped lots. The plans and proposed landscaping improvements shall be in conformance with. requirements -'of the Planning. Director, City Engineer, and Coachella Valley Water District and the plans shall be signed by these officials prior to construction. 19. Applicant shall submit a copy of .the proposed grading, landscaping and irrigation plans to the Coachella Valley Water District for review and approval with respect to, the District's Water Management Program. 20. All existing and proposed electric. power,lines with 12,500 :jolts or less, and are adjacent .to the.proposed site or on-site, shall be installed in underground facilities. CONAPRVL.040 2 Conditions of'Approval Public Use Permit 91-012 - Approved Boys & Girls Club December 10, 1991 21. All underground utilities shall be. installed, with trenches compacted to City standards, prior to construction of any street improvements. A soils engineer retained by Applicant shall provide certified reports of'soil compaction tests for review by the City Engineer. 22. Applicant shall'pay all fees charged by the City as required for processing, plan checking and construction inspection. The fee amount(s) shall be those which are in effect at the time the work is undertaken and accomplished by the city. 23. Applicant shallretain a California registered civil engineer, or designate one who is on the Applicant's staff,, to exercise sufficient supervision and quality control during construction of the tract grading and improvements to certify compliance with the plans, -specifications, applicable codes; and ordinances. The. engineer retained or designated, by the Applicant to implement this responsibility shall provide the `following certifications 'and documents upon completion of construction: A. The engineer shall sign and seal a statement placed on the "as built" plans that says "all ( grading and grades) '(improvements) on these plans were, properly monitored,by qualified personnel under my supervision during constructiofor compliance with the plans and specifications and the work shown hereon was constructed.as approved, except where otherwise noted hereon and specifically acknowledged by the City Engineer". B. Prior to issuance of any building permit,, the engineer shall provide a, separate document, signed and sealed, to the City Engineer that documents the building pad elevations.. The document shall, for each lot in the tract, state the pad ,elevation approved on the grading plan, the as built elevation, and clearly ''identify the difference, ,if any. The data. shall be organized by tract phase and lot -number and shall be cumulative if ,the data is submitted at different times. C. Provide to the City Engineer a signed' set of "as built" reproducible drawings of the site grading and all improvements installed by the Applicant. *.24. Decorative masonry block may be used for building walls. Colors to match approved stucco colors. CONAPRVL.040. 3 `r'•T;i, T;``::'' 78-105 CALLE ESTADO ..— LA QUINTA, CALIFORNIA 92253 - (619) 564-2246 FAX (619) 564-5617 November 25, 1991 Mr. -Reuel A. Young 3001 E. Tahquitz McCallum Way , Suite 1.04 Palm Springs, CA 92262 ` Dear Mr. Young: .Please find the enclosed comments by Cal West. Engineering regarding the proposed Boys and Girls Club. Please note that -these are comments regarding major issues only and should not be continued as a complete plan review. Feel free to call me if you have'any questions.. - Sincerely, BUILDING AND SAFETY DEPARTMENT Tom Hartung , Director of Building an Safety TH/lc enc. <r a 301 Tesconi Circle Santa Rosa, California 95401 (707) 544 2322 Fax (707) 544 2413 November 19, 1991 Tom Hartung Director Building and Safety City of La Quinta 78-105 Calle Estado La Quinta, CA 92253 Subject: Proposed _Boys and Girls Club Dear Tom We have completed a preliminary review on the above named project. Enclosed please find .our comments. The comments are based upon review of the following documents: Floor Plan (no date) by Interactive Design Corporation This is a preliminary review for major issues only. Additional comments will he generated when full plan::revieW.-is performed. Call. if you have any questions. o: i PLAN CHECK #91-051 + PROJECT: Boys and Girls Club GENERAL COMMENTS BUILDING DATA: OCCUPANCY A2.1 OCCUPANT LOAD 1142 gymnasium/560 elsewhere TYPE CONSTRUCTION UNKNOWN SPRINKLERED YES STORIES 1 AREA 20150 (APPROXIMATE) PRELEVIINARY CONCERNS 1 A2.1 occupancies with occupant load greater than 1000 shall be of Type I, II -FR, II -1 hour, ,III -1 hour, . or IV construction throughout. UBC 602(b). Creative use of an area separation wall to - separate other areas from gymnasium may eliminate this requirement for the other areas. 2 Assuming 3 (or 4) side yards of 60 foot or more, then basic allowable area of 10500 square foot (Type V-1 hour) may be doubled for a total of 21,000 square foot without sprinkler increase. This could lead to trade off of 1 hour require- ment for sprinklers per UBC 508. See comment #9 below: .3 Access from main exit to public street shall be 20 foot wide and maintained unobstructed. as; an access way. UBC -603. 4. Provide light, ventilation; and sanitation per UBC 605. 5 Gymnasium shall be considered for use as an auditorium with folding chairs for seating. Therefore assume 7 square . foot per occupant for occupant load calcs. Provide main exit from gym that is a continuous- and unobstructed means of i • egress to a public way. Main exit shall be sized to accommodate 1/2 of occupant load (12' wide minimum). Provide side exits on each side directly to the exterior sized to accommodate at least 1/3 of occupant load (8' wide mininum). All exits shall have panic hardware. See UBC 3303, UBC 3317, UBC 3318. UBC Table 33-A. 6 Roll up and sliding doors not allowed as exit doors. Revise at storage and weight rooms and at multipurpose room (unless properly sized standard nan-door is part of sliding partition). UBC 3304(h).. 7 Other occupant load factors (UBC Table 33-A) Multipurpose Room 15 sq. ft. /occupant Juniors/Seniors 15 sq. ft. Conference/Board 15 sq. ft. Lobby 15 sq. ft. Library/Computer 50 sq. ft. Arts/Crafts 50 sq. ft. Weight Room 50 sq. ft. Storage 300 sq. ft. 8 Provide class II standpipes and hoses in gymnasium in gymnasium UBC 3805 and UBC Table 38-A. 9 The combined areas of the gymnasium, the multipurpose room, and the Juniors/Seniors area is over 12,000 square foot. If these combined areas are ever to be used for display or exhibition purposes, then a full sprinkler system is required per UBC. 3802(c)-3. If this is the case, then a sprinkler trade-off for 1 hour construction per UBC 508 will not apply. 10 Provide access for disabled persons include parking, site access, tcilet rooms (including toilet/shower room adjacent to director), control counter area, Library and Computer rooms (separate cubicle/study, cartel and computer work stations), - .drinking fountains, telephones etc. California State Building Code. po PA Case No. Date Received i=�irl I USE PERMIT APPLICATION PART I General Information Applicant 1hg-boqt-i 6#rLs CLk c� Oonetif_116 VIILA Phone (bIq )34-4 -&715; Address Owner(s) 42;+t4 La 06A4 Phone 6I4 564- 2246 • Address 7810.5 060le t4aAO, La&LVV6 -J)eS;jr) -7 CL V-1 & V e -,e Purpos6 of Request -7 IAssessor's Parcel No. %I7-710 -024 General Location No-�kwe4 corner Avenue 6Z av)d_P&r�4"VeI LA GoIA4A Acreage 2.70 Existing-Zoning2 -Related Cases Tlp-qv--00(151 Legal Description (Give exact legal description.as recorded in office f theAverlve 0-M eve U e nLa V VI+M.unty Recorder - Maybe, �tt, hed.J 4,� . - T Q 41 1( Taf k PART II Project Background .1. Expanded de ' scription of the project (ihcluding'architBctural and environmental characteristics important to the project). AcproXtrya e L24,000 CIAVOuSe-LOAD b46W6&U emr+s, OA&SSY-Oom6ancl 2. Common Name of.'project, if any 3. Relationship to a larger project or series of projects, if, applicable. - Describe how thisproject relates to other activit*.5 1q, Pasjs and , developments planned, -or now underway'. Thi6 projec_� b 1LAvi b eke, :5e_,POI) tImLAUA; W -le, CeAke am Ck, id eve 60!q& I>ropo5m not COLLId IDP- A "biv* U-4)6 5`k4`01, O"A W46 an FORM.008/CS 4. List and describe any.other related.permits and other public approvals required for;this project to proceed, including those required by the - City, Regional, State and Federal agencies. (Indicate subsequent approval agency name, and -type of approval required.):' Lease agreevhen w;A_V, C& A Ld (WkT6 �f Mrwayo where- 121-0je_4 is � lie bui4. 5. What original deed restriction(s), if any',.•concernina the type of - improvements and class of,uses permitted were placed on the property involved? (.You may attach copy of original printed restrictions in answer tofthi's question after properly underscoring those features governing the type of improvements.and class of uses permitted thereby). N)A a t • Give date restrictions expire NI4 6When did.present owner.acquire the property? NIA PART III Project Description RESIDENTIAL PROJECTS (If :not residential DO NOT ANSWER.') 1. Number and type of dwelling.units (,Specify number of bedrooms): `. 2. -Schedule of unit,:sizes 01 R 3. Number of 'stories IJ it, Height ►JIj A ( felt) 4 '.Largest single building (Sq. Ft.) N (Ht.) NI+9 5..* Type of household size expected (population projection for the project). NIA ' r � FORM.008/CS -2- 6...-'Describe the number and type of recreational facilitiE:s. r,. 7`. Is."there any night lighting of the. project? N) �. If so, „please describe. ' Range. of sales, prices or rents: $ NIA to $ 9.-,Area and percent of total project devoted.to (if known): -i `+ Building footprint. ................. w Sq. Ft. - * Paving, including streets....... .... Sq. Ft. Landscaping, open, recreation area.... Sq. Ft., o 10.'.Parking space required ��� number 'provided NIS 1.1. Number of parking spaces covered N.A. number open ' PART III COMMERCIAL, INDUSTRIAL, INSTITUTIONAL OR OTHER PROJECTS 1. Type oj�,•use(s) & major function(s). (If offices, specify type & number): ods` and atrl5 C[�b �dw+in'ts}ra-� ive o�ices, i,ul;urpos� CooVA, acv; af, ea.6 )►bx_ ar , eo!n pulcr, aYA Cro*S fmwis, . Lveigw 4,ld. eX.erc.ise '. ' fooW, AuVKnaSt UTA av%d : i;61-AA� • . 2. Number of square feet in total building area_ q 4 . = 3: Number of quar feet of bu•i ding a•pa devo to'each reposed use GgMNaS1uw, /Wea� f rnotnn g, 8,z s-. Mu i;Vurpose/M►�clnew: z, it s}• Aa i6!;kCaAioh f �e4i t s CLASsroow�s 2 X94 s �• eeq a S•. :5t6YAT :, v311650r , 4. Number of -stories. DN2 Height 3Oito.u 'I feet) . 5•. Largest single building' (Sq. Ft.) 23,4go (ht.) 56 611 6. Number of square feet in outdoor .storage area Y CnP— _ N . . �ecl 2xlry� � ,,.7. Total number of required parking spaces number provided 8. Hours of ;operation VD-N"furuaIi �Fridc SL.L le,( tins getsAm -,400pm 6A 6,5L Lxv .ZOpM - -7�_�M }FORM.008/CS -3- 9. Maximum number of clients, patrons, shoppers, etc -.,°a_ one time: 2 50' Chi ILA Y -9Y) 10. Maximum number of employees at one time: 14yefS'on�s number of full-time 5-1D volu✓r}�-erS employees number°of part-time employees ll. If patron seating is involved, 'state 'the number'. N14 12. Is there any night lighting of,the project? Yes - ✓ No 11. Area and percent of total project devoted to: Building -footprint... .... 23 Ft. 20.0_%, Paving, including streets.'..,.... . . 11,x$0 Ft.' l5• Landscaping, open, recreation area.... .'7b 2�b Ft: (Excluding' right =of .:ways) _. Total Project area. ................... 7.65_1� Ft-. 00•U %,' � Signature of A Applicant'— Daae v Authority•for this application.i hereby givens Signature of'Pr.operty Owner(s) Date.` (Written authority may be attached.) Date IMPORTANT:' Any false' or misleading information shall,be grounds for denying this application. Signatures and' addresses of all`,owners as shown -inthe office of the County Recorder,.must be. included. NOTE: Please FOLD all maps down to an 8 1/2 x 11".,(accordion style') excepting presentation material. FORM.008/CS 74- • EXPANDED STATEMENT. TO USE PERMIT APPLICATION FOR BOYS AND GIRLS CLUB OF COACHELLA VALLEY LA QUINTA UNIT The Boys and Girls Club of Coachella Valley, La Quinta Unit, sits at the entry to the school and community center � complex for La Quinta. The site is triangular in shape, fronting on 50th Avenue and Park Road. The existing topography has been altered by stockpiling from the school construction, grading the building pad for the Community Center, and 'the street improvements to 50th and Park. The majority of the site is flat, approximately three feet below adjacent street grade. A mound, the remnants of a sand dune and stockpile from earlier construction, exists along the western boundary. Mature citrus trees cover the flat portion of the site. This site is the lowest point of the previous drainage system for the citrus groves -which at one time covered the school site and the land to the north and east. To provide proper drainage for the Boys and Girls Club, the site will be filled, though the finish floor of the building -will be lower than the adjacent Community Center. The combination of several influences helped shape the site and the building. It is practical to share the existing parking and access to the site, and we definitely did not want to place. cars at the apex of the triangle - the corner of 50th and Park. So the building naturally took a shape. that was linear in -the northwest/southeast direction. In addition, the bulk of the gymnasium had to be placed as far back from 50th as possible. While this arrangement provided a significant setback from 50th, it was clear that other rooms had to be clustered around the gym with its 24 foot high interior space. Fortunately a well run gymnasium program requires weight and exercise rooms as well as lots of storage - all opening directly onto the gym. So the bulkiest portion of the building could be camouflaged by these lower masses. The club's activity areas and arts and crafts rooms clearly would be enhanced by south -facing outdoor spaces, so the building wraps around a court facing 50th. This also creates a sense of an openness to the building and to the citizens of La Quinta as they drive by; Y Once the problem of camouflaging the gymnasium had been solved, and the internal circulation and organization had been sorted out, the question of image had to be addressed: Because this new building would assume a prominent role - introducing the entire community and school complex - several issues came into play. The first, was the appropriate character for the building. The school buildings set a strong tone of international style influence. with their earth colors and flat roofed horizontal building mass. The school clearly communicates its institutional nature and seriousness of purpose. The more recent Community Center/Child Care Center communicates a much more residential nature. Its size, materials, and form resemble a home, and defers to the overall image of La Quinta. The problem the Boys and Girls Club has to address is which of the two characters/styles should it take its cue from. On the one hand it is a building of great importance to the entire community because it is the club for all children of the community.. Therefore it should have stature, yet the Boys and Girls Club rules, unlike the school's, are "open-door" and relatively non -demanding. Therefore, we think the building must distinguish itself from the institutional character of the school. ry~ BOYS •&_GIRLS- CLUB OF- COACHELLA VALLEY - THE JOSEPH• MAROULEAS. LA QUINTA UNIT . • .-:�. - .. - • ^ ,. - � . ♦ , .. _ __ �, •SCHOOL• , � � 146 ... _� �I� I a d; YN• i31':d__—.L 19 G_I 1 .. .. r �.. :3• _! �2.'z 1 , MULTIPURPOSE 520 CON6TRUCTION 4 - CHILD .CARE CENTER. 60 -, Vi :%IST 0• STAGING AREA - \ BOYS & GIRLS CLUB -32 ,I ry, s.Xj C NT UROP OFF �/te.a:•^. � � - -•r »•pJtGr , - 1 �� .y,e ... � �t s-3. - __-_'_-- our oS�^' •ero'7• - _ - ,. �, / i�///� i��—.. .. �n'ao'i �..a we 6•:o'•a caAYo� .290 �- InE�ISTING -v 1.6 p kl.o P... M. wt�: A X5566 0U8 IOADINO � ' ` PARENT DROP OF6 •. / s , a + • -I �� _ 1 I i EDEPOSIT AREA F07 {� I - I i • I EEPOR7ED FILL / + Js I EXISTING ELEAIEN-.ARY9CN0Ol� I I + •� '� - .:.Ar I ,. i n • a A<67t1 � I i I \ i 0t • � ��El - ice, l l . ' . �- � C, "�,• .. - I,v I ili'I It,l I I I �, l •� rr AIC c_•_,'� I• �� � I® ,J�il�i!� ia' ,^ ` / i'�//T,�l.—��/ l�eF`T �� L 0�, � RTB � • -, � � ` 'I i I FjrINO Al��F,I �.R000V 1 — I !//,f/ � TY'.t�'i� � • t . :ill I I i : ��' •�� : _ y li • , __' Neo se'ao•w • aeLr: - � . _ - .. .. .. - .. .. .. .. ® 'ar hotec�s and piano •n •.. '�}a a - 3 f -+y .d �' Cr `SS �u�, "s '�, r:k . #'""• d1 i✓+, *i• -r ■®;;Interactive 0619 Corporation{ x � r= ��'a Y�� -;� ,s=;� ■:3001 E. Tiahqultz,M6Cellgr Way, suite 104; Palm springs, CA 92262`+:,, _(619) 323�4990'� 322.5306• Faz rx ® � . Vii;•.. lrN. . �s3 i2 j I a AVENUE.. -�" 50 RIDGE HGT 'e CLASSROOMS ± 23'-0' r GI S CLUB.. NO SCALE I 40 v M '%ALAI I a=z�= T. Case Number Date Received 2 PLANNING &. DEVELOPMENT DEPARTMENT '.ENVIRONMENTAL INFORMATION FORM Please complete Parts I & II of this form and -provide ALL of the addit- -ional materials requested in Part III. Failure to do so may delay the review and process of your prosect. If you are unable to provide the information, or you need.assistance, please feel free to contact the Environmental Quality Section of the Planning Department at (619-564-2246). PART I. GENERAL INFORMATION 1. What is the total acreage involved? 2. Is there a previous application filed for the same site? If -'Yes"., provide a Case Number. Also provide the Environm ntal. Assessment Number-, if known, and the, Environmental Impact Report Number, - if applicable. Case No. (Parcel Map, Zone Change, Etc.) EA No. (if known) EIR No. Q1-19$ (if'applicable) PART II. EXISTING CONDITIONS 1. Project• site area 7 55(P Gl. 2 •�D QCfeS. (Size of prdiperty.in square =eet 'and acreage) . 2.� .Exis't'i-ng use of the project site j�ru5 PlLln�-eCi, Ciea,;d&6d - prWCMA 3.. Existing use on adjacent properties: (Example: North, Shopping Center; South,'single-Family Dwellings; East, Vacant, etc.) A&o mb TrLkman E-Iemeh+aru Sckools'i AOR ' LA Quinn Mid �c of ' 4: Avehue S?) ,'I?esideh�eLL p(o'ie.AS ; OST: he- —PUrawuds pro. 4. Site topography (describe): (If any portion of she site exceeds -5% slope, attach a topographic display of the proposal site; if less than 5% slope, please provide elevations at corers of site). '(o -[he_ U)e4 l5 a ►MoLLnd, :1aq4 s -6-k pile ArA- sated darc . 'Tine wur& 6• �Ine Cflnner ' Si+_ ib �ta�. 3- -del - lo,-doui adja_eo� Av-e! -t a rade . 5. Grading (Estimate number of cubic yards.of dirt being moved): Q 500 Cu�� i c ul�rj5 FORM.005/CS -1- 6. Are there any natural or,man-made drainage channel' areas through of adjacent to the property? Yes No ✓ ''(If "Yes" submit a display of such.drainage channel areas.) Describe the disposition of these channels/areas should the proposalbe' implemented. . l 7. Are there any known archaeological finds near o.r�om the proposed site?` Yes ✓ No • .r 64ef 51'lefds 4LkV% i bn e� -to ►ues�. �o��b e wchaeolo � [ Ma4e64 'tn �roper £-As raw►► 6). one Gtr w�► 0.s pro ► � h W 8. Describe, any cultural or scenic `aspects of the .project site.,t!f.QPS None r 9. Describe existing site vegetation, and their proposed.disosition - should the proposal .be approved. (_Uff2YriIU plQh#2d Lu14) ciy-U6 - re &S b)h.Ieh are below &Wei Arade aihd will have - v be Ywwwed (If any significant plant materials,.e.g., mature trees, exist on the site, please prepare a, site plan that illustrates their number, type, size and location.) 10. Describe accessibility of proposal site to the following utilities; gas, water and electricity. (If proposal.site does not have. • immediate access; further describe necessary extension of servi:ces and provide a graphic display, 8 1/2 x 11" that'.indicates 'their present location in reference,to the subject,site).` - ( 5: 50 �yeh►� ; VJCLer ye►nU2 'le4rau : 5 IQvemue or ooL 5i Seiner coven c�or, m Sch oo L . t 11. Additional comments -,'you may wish to supply regarding your.project. (Attach an additional sheet if necessary.) PART III. ADDITIONAL MATERIALS The following items must be. submitted with'this form: 1. At least three (3) panoramic,photographs (color prints) of the project site, or an aerial photo of the site. - 2. A'clear•photocopy (Xerox or similar copy) of the appropriate portion of the US Geological Survey quadrangle map, delineating the boundaries of the project site'. Also note., the title of the map. . FORMA05/CS -2- 0 1A L. SAFTI January 24, 1992 Safety And Fire Technology Inc. �2 Dear ICBO member, Fire officials and building officials have welcomed the many advances and new developments in the glazing mediums now offered for "fire resistive" or "fire protective" applications. However, assuring that these "New Technology" fire rated glazing products are acceptable for use in areas rated for over forty five (45) minutes ("fire resistive" rather than "fire protective"), or in areas requiring "safety glazing" has proved to be the source of considerable confusion. This is evidenced by.the large number of calls from building officials desiring to better understand the differences among the competing products now available. In an effort to help the building official to better understand the products and issues affecting these new glazing materials SAFTI/GLASSPROTEX (GPX), a division of O'Keeffe's Inc., is distributing the enclosed letter. This letter is aimed at informing the specifier and building designer of the safety advantages offered by SAFTI/GPX systems glazed with CONTRAFLAM or PYROSWISS. We hope this effort is of value to those individuals who, in their official capacity, have to make judgements with regard to fire and human impact safety issues as they pertain to fire rated glazing. Sincerely, William F. O'Keeffe President 91 Spedialists in safety and fire related building products. 1240 Fitzgerald St., San Francisco, CA 94124 • 415/822.4234 FAX 415/822.5222 Tollfree 800/822.2088 z. Q . zN - Cn Based on independent laboratory testing. �i; } -Contact manufacfurerfor full test resmlts. a ' Safety And. -f ire Uchn®Logy. n' ' .1240 -Fitzgerald Street :•.San francisco;.CA 94124 9:(41.5) 822=4234e.FAX (415)_:822-5222 ` TECHNICAL BU��1 _.. LLETIN ;. �Useful'Safety`Glking..lnformation When Selecting Fire,'Rated-Glass 1..: Fire Rated Assemblies are Not Exempt'from 4. 'Firelite Ceramic Glazing is.lot Safety Glazing "Human Impact'' Safety Glazing Standards Tests -show that impact forcEs, as lvw as 40 ft lhs: . y-- Fire code reguirements,.do not"°override" safety, will result in'dangerous.brea age. patterns! The Flat "glazing `standards Fire protection rated glazing .,.Glass Marketing 'Assoclation_ (FGMAj has ativlsed ` materials are- required -to be safety glazing when` _ its: niembership not to use F,irelite i,n.fire doors or `. installed. in hazardous locations. Refer to: UBC other hazardous locations unless a variance is. ..section-5406,.BOCA•section�2203,�SBCCI chapter -. ohtained WhileFirelite mayybe.excuse&by,a-"- _ 2703.1 and NFPA8.0,chapter 1-7A which all.address• : w, technicality from complying With CFSC 1& CFR part - safety glazing standards' -.for glazing materials used 1201, this does not exempt (',from.mod' and local in fire rated assemblies`: building codes requiring safety:glazing compliance -to ANSI Z97A!.Laminating Firelitito a.PVB 2. -.-.Fire Rated:.Gl_azing Assemblies.(even'Wired = -interlayerwill not result-in'a fire rated make-up. --Glass), Must Meet.lmpi ct•Safety Standards: Theapplicable safety standards adopted.by the ` above codes are ANSI 297.1 land CPSC 16 CFR Part-- cescis CFR 1201 &ANSI s7.1 1201. While:polished-wire.glass. is exempt from..the _ . 400 Ft. Ibs. MAxII!/IUM ..more difficult CPSC standard, it still must comply Force . ci Ass -& II With the'ANSI standard _per the 3 model.building codes. CONTRAFLAM and PYROSWISS glazing • materials conform'to..both of these standards, Firelite ceramicdoes not;meet either! , i, 3. Glazing In Fire Doors And Sidelites Is Required To k Be ".Safety Glazing Materia_ I"• Virtually all fire door vision areas (large enough to pass a.3 inch diameter-'sphere),and any adjacent sidelite will qualifyas a ``hazardnus,location"Which ..,' _ - is.subject "to human.impacV' Ioad by ANSI and: CPSC definition .ANSI requiresya`minimuin.100 CPscis ft lbs. impact force'_resistance, compared to°the ; PASS t :;CFR 1201= 150 'fAIL.L `.MINI.UIUM CPSC minimum of 150 ft.lbs: for lites up.to 9`sq.ft., (and up to 400 ft:lbs:'fo:r larger lites). Pass t Alusi X97:1 100 FAIL4, '.MINILAUM .. .70Y .:' Consider your potential' for 'unnecessary increased liability , exposure! o� -J. W� . Q, �� , C/3. z. - z. Q . zN - Cn Based on independent laboratory testing. �i; } -Contact manufacfurerfor full test resmlts. a ' Safety And. -f ire Uchn®Logy. n' ' .1240 -Fitzgerald Street :•.San francisco;.CA 94124 9:(41.5) 822=4234e.FAX (415)_:822-5222 ` TECHNICAL BULLETIN #3 IMPORTANT ICBG CODE APPLICATION AND INTERPRETATION CONCERNING ONE-HOUR FIRE RATED GLASS.- UNIFORM LASS: UNIFORM BUILDING CODE TIM Section 4306 (g) Q. In a.one-hour-rated door assembly with side lights placed in a one-hour occupancy separation wall, what is the maximum allowable size of glazing? A. Glazed sidelights are not permitted in a one -hour -rated door assembly. Section, 4306(d) states in part that "fire door frames... shall be installed in, accordance with their listing." The listing requirements of approved testing agencies, such'as Underwriters Laboratories Inc., refer to National Fire Protection Association (NFPA)-Standard 80, Standard for fire Doors and Windows. Section 2.6 of that standard requires side panels and transoms to be solid in frames where a rating greater than three-fourhs hour is required. Therefore, glazing in the side lights and transom would not be- permitted in •a one-hour assembly. Glazing is permitted in the door itself (up to one -and -one -half-hour rating), and the glazing is limited to 100 square inches as stated in Secticn 4306 (g). Section 43.301 of Uniform -building Code Standard No. 43-4, which is referenced by U..B.C. Section 4306 (i), limits, the rating of light -transmitting (or window) assemblies to 45 minutes. Section 13-2 of NFPA 80 limits the size of an individual pane. in a three- fourths -hour -rated window assembly to 1,296 square inches. Uniform Building Code Section 4306 (g) extends this requirement to the maximum size of any individual glazed opening in a three -fourths -hour -fire -resistive -rated door assembly. If tested as such', a three -fourths -hour -rated door assembly could include more than one pang of glass, as long as each pane is less than the 1,296 square inches. For a window to be rated as a separate one-hour fire -resistive assembly, it would have to be tested as a wall assembly (or a portion of a wall assembly) in.accorda.-Ice with. U.B.C. Standard No. 43-1, which would include the requirements for heat transmission. It would be extremely difficult for transparent glazing to comply with these heat transmission requirements, although some systems have been tested to this standard. "Reproduced from the September -October, 1991 issue of Building Standards," copyright © 1991, wits permission of the publishers, the International Conference of Building Officials. SAFTI/GPX Products meet the full acceptance criteria of • UBC Std. 43-1 as described above. (see product comparison chart on reverse side.) SAFT6 Compare the Fire and Safety Performance of CONTRAFLAM Over Firelite in 60 Minute Fire Doors and Glazed Openings CONTRAFLAM FIRELITE Unconditionally labeled for 60 minute Fire Resistance Rating. No special variance or approval required by the Authority Having Jurisdiction When used as a 60 minute rated "vision area" in fire window, sidelite or borrowed lite type applications, meets the full acceptance criteria of UBC 43-1 (NFPA 251, ASTM Ell 19 and UL 263). Meets heat transmission and hot gas -ignition - requirements for 60 minute Fire Resistance Rated Building Construction and Materials May be used in "temperature rise" fire doors in excess of 100 sq.in. Maximum listed individual lite size Unlimited in total glazed wall area by the Model Building Codes Meets federal and model bldg. code required safety glazing standards for fire rated assemblies installed in hazardous locations. (applies to doors, sidelites, etc.). 1. ANSI Z97.1 2. CPSC 16 CFR Part 1201 b SAFTI 1211/91 k1�3s`a tai;{'%;��.`!"�., � •r Yes No Yes No Yes No Yes . No 48" x 84" (4,032 sq.in.) 36" x 54" (1,296 sq.in.) Yes No Yes No Yes No Safet And Fire Technology Inc. Y gY 1240 Fitzgerald Street • San Francisco, CA 94124 • (415) 822-4234 9 FAX (415) 822-5222 r 0 M • '0 lei rOTOTiTi T i • NO&TVffloco7gam o� mpo ppmogoofiv GLASSPROTEXT. (GPX) is a framing system designed for use with CONTRAFLAM'm and other fire rated glaz- ing materials, developed by O'Keeffe's Inc. in 1982. GPX system, with ratings from 20 minutes to 2 hours, allows tremendous design possibilities in both interior and exterior applications. GPX systems are used in one and two hour fire resistive wall assemblies where wireless vision areas are desirable. GPX, by utilizing new glazing technolo- gy, can be used where conventional fire windows do not meet building fire and safety code or design requirements. Fire Resistive Performance GPX systems equipped with CONTRAFLAM fire rated glazing materials are certified to stringent building construction and materials requirements. GPX when used with CONTRAFLAM has a fire resistance rating as a non -load bearing fire wall. GPX/CONTRAFLAM assemblies limit surface temperature rise, substantial- ly reduce heat transfer and prevent "Flash -over". Safety Glazing GPX/CONTRAFLAM systems have the added benefit of safety glazing. GPX/CONTRAFLAM systems meet all requirements for use in "Hazardous Locations". Design Versatility Because GPX is classified as a "fire wall" and not as a "fire window" it is not subject to the maximum lite size of 1296 square inches or area limitations. Individually listed and labeled CONTRAFLAM lite sizes are available up to 28 square feet. Custom frame finishes or deco- rative covers of wood or ornamental metal, are avail- able. Interior and exterior applications with a myriad of glazing options provide Architects with unlimited design possibilities. GPX Fire Doors GPX systems allow full glass areas in door and sidelite assemblies. Available in both single leaf and pairs, these fire doors may be incorporated into virtually any wall. Additionally, new 20 and 45 minute GPX Vision Frame kits to fit standard doors are available. All GPX systems provide Fire and Human Impact safety protection. 60 minute exterior wall system Camel Point Parking Garage Phoenix, Arizona � . �5. ► � . ' � �.>rrrr! Tt � irr[�tt•� ' �•>rfii*rr� itir H[irr �:[rr li*rrl��:i[�t :>ifr�� AI R51 L ilrritrrfi1al . 1CM1'\ GLASSPROTEX" • • • u • f�J 90 minute exterior doors Biltmore Court Hotel Los Angeles, California 90 minute wall systems Red Lion Inn Costa Mesa, California 41 New GPX Vision Frame Kit with 20 or 45 minute CONTRAFLAM or PYROSWISSTM fire protective glazing is now available for use in standard wood and metal doors. 08455/GPX Buyline 5537 90 minute windows Provident Bank Philadelphia, Pennsylvania 90 minute sidelites People's National Bank Harrisburg, Pennsylvania 2 Elevations 3 0 Double Door with Sidelites and Transom Window Wall (Non -load Bearing Wall) 0 • Details Scale: 3/16" =1" 0 Typical Mullions 90 Minute System The details above depict standard 60 and 90 minute Fire Resis- tive rated GPX interior wall systems. These systems provide in- sulating qualities that prevent spontaneous combustion on the non -fire side. This level of fire protection where required by model building code can not be achieved using conventional hollow metal frames with wired or ceramic glazing. GPX System Alternatives CONTRAFLAM Fire Resistive rated glazing material may be in- stalled into gypsum wall board without the use of special fram- ing systems in accordance with approved installation methods. CONTRAFLAM and PYROSWISS 20 and 45 minute Fire Protection rated glazing materials may be installed in standard wood or metal doors and sidelites or in other listed Fire Rated assemblies as an alternative to wired and ceramic glass. For complete details, and for special conditions or applications not shown, please contact our staff of engineers and designers for assistance. Q Hinge Stile with Sidelite i 0 Top Rail at Transom ICMI�\ GLASSPROTEX Q Hinge Stile • 08455/GPX Buyline 5537 Q Meetimg Stile Q Free Stile Q Top Rail Q Bottom Rail (5" or 10") 4 Classification Performance and Aesthetics GPX system are classified by Warnock Hersey International and Underwriters Laboratories Inc. in accordance with the following stan- dards: Walls Doors ASTM E-119 ASTM E-152 NFPA 251 NFPA 252 UL 263 UL10B ULC -S101 UBC 43-2 UBC 43-1 CAN4-S104 CSFM 43.7 LISTED Delivery GPX systems are designed and manufactured in the United States. Standard units are avail- • Safety glazing is required of fire rated assemblies in all Hazardous Locations. able within 90 days. —varies with individual listings for different rating periods. Guarantee GPX systems are guaranteed against defects in materials and workmanship for five years. Before A GPX door installation dramatically improved the visibility and aesthetics of this doorway at the Oakland Museum. After rMUD-,_ a0 i 60 minute doors ��- Johnson & Johnson 5 Racine, Wisconsin 01 CONTRAFLAM PYROSWISS FIRELITE WIRED GLASS Safety Glazing` Yes Yes No No Fire "Resistant" Rated (ASTM E119 1 hr) Yes No No No Limits Temperature Rise <250 F Yes No No No Unconditional 1 Hour Rating Yes No No No Unlimited Lite Size / Opening Areas Yes No No No Fire "Protection" Rated (ASTM E-163 45 min.) Yes Yes Yes Yes May Be installed in Standard Frames Yes Yes Yes Yes Tinted and Reflective Options Yes Yes No No Security Make-up Options Yes No No No U.V. Stable for Exterior Applications Yes Yes Yes Yes Wind Loading Resistance Yes Yes No No Largest Listed Lites" 48'184" 50'193" 24"x54' 40"x109" Individual Lites Permanently Labeled Yes Yes Yes No Sound Transmission Ratings (STC) 52db" 28db 26db 28db Visible Appearance Clear/Colorless Clear/Colorless Amber Visible Wires Optical Quality Excellent Excellent Fair Poor Daylight Transmission 87%" 83% 77% 83% in the United States. Standard units are avail- • Safety glazing is required of fire rated assemblies in all Hazardous Locations. able within 90 days. —varies with individual listings for different rating periods. Guarantee GPX systems are guaranteed against defects in materials and workmanship for five years. Before A GPX door installation dramatically improved the visibility and aesthetics of this doorway at the Oakland Museum. After rMUD-,_ a0 i 60 minute doors ��- Johnson & Johnson 5 Racine, Wisconsin 01 • CONTRAFLAM CONTRAFLAM consists of two lites of •tempered safety glass separated by a stainless steel spacer. The cavity between is filled with a special polymer "gel". The gel is clear, non -yellowing, colorless, odorless and is U.V. stable. • • CONTRAFLAM is the only heat transfer and temperature rise resistance glazing material available. The unique gel reacts to fire by re- ducing absorbed heat through an evapora- tive cooling and insulating effect. Benefits: • Wireless • From 20 minute to 2 hour ratings • High resistance to heat transfer and temperature rise • Meets all code required safety glazing standards • Listed and permanently labeled • Individual lite sizes up to 28 sq.ft. • Excellent undistorted optical qualities • Highest STC ratings available • Largest wireless lite sizes • Available in special make -ups: tinted, patterned, insulated, reflective, low -E, attack resistant, burglar resistant, etc. Typical GPX Construction Safety Impact Test Results M GLASSPROTEX" Modular Construction for fast and High Strength Steel Fire and easy installation Sub -Frame Temperature . Resistant Insulation Corrosion Flame Retardant Gasket Resistant j Steel / \ Reinforcing Fire Resistant Channel Glazing \ Material \\ V*\\ \� Decorative and Durable Cover available in a variety of finishes Decorative Finishes A variety _)f decorative finishes are available for the GPX system including Painted, Anodized or Ornamental Metal. Also available are New solid or veneer wood covers. 08455/GPX Buyline 5537 PYROSWISS PYROSWISS is a specially processed mono- lithic float glass which offers a low cost al- ternative for wireless fire protective glazing. Benefits: • Safety Glazing Material • Only 1/4" thick for use in standard frames • Listed and permanently labeled individual lite size up to 32 sq. ft. • Wireless, colorless distortion -free optics • Provides 20 or 45 minute ratings • Excellent optical Qualities • Available in special make -ups: tinted, insulated, reflective, low -E, etc. 60 minute wall Bank of America Computer Facility San Francisco, California C a Iod Painted Bronze Stainless Steel A CPSC16 CFR 1201 400 Ft. Itts. MAXIMUM LLLL V WQ� J Cr MCD �C7 QV Force — z Q ¢� ZN Cr v C Based on independent laboratory testing. C)v } ct 0 a. QpSs�' PS�O • CPSC 16 PASS t CFR 1201 -- 150 _ FAIL1 MINIMUM PASS.T ANSI Z97.1 _ 100 FAIL MINIMUM zo 40 M GLASSPROTEX" Modular Construction for fast and High Strength Steel Fire and easy installation Sub -Frame Temperature . Resistant Insulation Corrosion Flame Retardant Gasket Resistant j Steel / \ Reinforcing Fire Resistant Channel Glazing \ Material \\ V*\\ \� Decorative and Durable Cover available in a variety of finishes Decorative Finishes A variety _)f decorative finishes are available for the GPX system including Painted, Anodized or Ornamental Metal. Also available are New solid or veneer wood covers. 08455/GPX Buyline 5537 PYROSWISS PYROSWISS is a specially processed mono- lithic float glass which offers a low cost al- ternative for wireless fire protective glazing. Benefits: • Safety Glazing Material • Only 1/4" thick for use in standard frames • Listed and permanently labeled individual lite size up to 32 sq. ft. • Wireless, colorless distortion -free optics • Provides 20 or 45 minute ratings • Excellent optical Qualities • Available in special make -ups: tinted, insulated, reflective, low -E, etc. 60 minute wall Bank of America Computer Facility San Francisco, California C a Iod Painted Bronze Stainless Steel A CcQ LLLL V WQ� J Cr MCD �C7 QV Cr — z Q ¢� ZN Cr v C Based on independent laboratory testing. C)v } ct Contact manufacturer for full test results. a. M GLASSPROTEX" Modular Construction for fast and High Strength Steel Fire and easy installation Sub -Frame Temperature . Resistant Insulation Corrosion Flame Retardant Gasket Resistant j Steel / \ Reinforcing Fire Resistant Channel Glazing \ Material \\ V*\\ \� Decorative and Durable Cover available in a variety of finishes Decorative Finishes A variety _)f decorative finishes are available for the GPX system including Painted, Anodized or Ornamental Metal. Also available are New solid or veneer wood covers. 08455/GPX Buyline 5537 PYROSWISS PYROSWISS is a specially processed mono- lithic float glass which offers a low cost al- ternative for wireless fire protective glazing. Benefits: • Safety Glazing Material • Only 1/4" thick for use in standard frames • Listed and permanently labeled individual lite size up to 32 sq. ft. • Wireless, colorless distortion -free optics • Provides 20 or 45 minute ratings • Excellent optical Qualities • Available in special make -ups: tinted, insulated, reflective, low -E, etc. 60 minute wall Bank of America Computer Facility San Francisco, California C a Iod Painted Bronze Stainless Steel A OUTLINE SPECIFICATIONS For 60 or above GPX - Section 08455 Part 1 - General Cl 1.1 Scope A Furnish and install GLASSPROTEX (GPX) framing system and CONTRAFLAM glazing material and other accessory items necessary for a complete fire resistance rated wall and/or door installation as shown on the drawings and specified herein. 1.2 Related Work Specified Elsewhere A Preparation of rough openings using recommend- ed metal stud or masonry construction. B. Cleaning and protection. 1.3 Submittals A Shop drawings Full or half scale details indicating method of con- struction, location and spacing of anchorage, join- ery, finishes, size, shape, thickness and alloy of material, glazing materials and relationship to ad- joining. B. Samples Submit samples of proposed cover materials and shapes and finishes. 1.4 Warranty The fire wall/door manufacturer shall guarantee for a period of five (5) years from the date of delivery that the fire resistance rated wall/door system is free from defects in material and factory work- manship, and that defective materials will be re- paired or replaced, after proper notification, at no cost to the owner. Part 2 - Products 2.1 Manufacturer A. The drawing and specifications are based upon cat- alog data, specifications and products of GPX/ O'Keeffe's Inc., 75 Williams Ave., San Francisco, Ca. 94124 (415/ 822-4222); and designate the type and quality of work intended under this sec- tion. B. Substitutions 1. Products of other manufacturers proposed as equivalent quality must be submitted for written approval by the Architect ten (10) days prior to bid date. 2. Supporting technical data including: test re- ports, samples, published specifications and the like must be submitted for comparison. 3. The contractor shall warrant that the proposed substitution, if accepted, will provide equivalent performance to the materials specified herein. 2.2 Design and Performance Criteria A Fire Resistant Rating The wall/door assembly shall be capable of provid- ing a fire resistance rating for the period specified, (60, 90 or 120 minutes). B. Certification Window/wall assemblies shall be tested to the complete acceptance criteria of ASTM E119 (NFPA 251, UL 263) Standard Test Methods for Fire Tests of Building Construction and Materials. Doors shall be tested in accordance with ASTM Ell 52 (NFPA 252, UL 10b) Standard Methods of GLASSPROTEX is a trade mark of O'Keeffe's Inc. CONTRAFLAM is a trade mark of Saint-Gobain. PYROSWISS is a trade mark of Vetrotech Ltd. Fire Tests of Door Assemblies. Fire test shall be conducted by an approved independent testing laboratory equal to Warnock Hersey International or Underwriters Laboratories Inc. Listings and Labels The fire wall/door assembly shall be under current follow-up service by an approved independent agency and maintain a current listing or certifica- tion. All assemblies should be properly labeled in accordance with the limits of their listing. D. Appearance The fire resistance rated wall/door assembly shall have a neat finished appearance with minimum joints at decorative cover intersections. 2.3 Materials A. Steel Internal tube steel framing shall conform to ASTM A501. Formed steel retainers shall be galvanized conforming to ASTM A527. B. Insulation The framing system shall insulate against the ef- fects of fire, smoke and heat transfer from either side. The perimeter of the framing system to the rough opening shall be firmly packed with mineral wool fire stop insulation. C. Fire Resistant Glazing Material 1. Assemblies shall be glazed with Fire Resistant Glazing Material equal to CONTRAFLAM CF -60, CF -90 or CF -120. a. Individual lites shall be permanently identi- fied with a listing mark. b. Glazing material installed in "Hazardous Lo- cations" (subject to human impact) shall be certified to meet the applicable requirements for fire rated assemblies referenced in ANSI Z97.1 Standard for Safety Glazing Materials Used In Buildings and/or CPSC 16 CFR 1201 Safety Standard for Architectural Glazing Materials. c. Temperature Rise on the unexposed side of the glazing material shall be limited to 250 de- grees Fahrenheit. d. Visible daylight transmission shall be a mini- mum of 83%. Glazing material shall be optically clear, colorless and free from unusual distortion. e. STC rating shall be a minimum of 44. D. Fasteners All fasteners shall be zinc plated steel E. Framing Covers Framing covers shall be: 1. Powder coated extruded aluminum alloy 6063- T5. (standard) 2. Ornamental metal. (finish specified by the Ar- chitect: stainless steel, bronze, etc.) 3. Wood, wood veneer or solid oak. F. Glazing Accessories The glazing material perimeter shall be separated from the perimeter framing system with approved flame retardant glazing tape. The CONTRAFLAM panel shall be caulked continuously around the edge to the tube steel frame utilizing neutral cure silicone equal to G.E. Silglaze N. 2.4 Fabrication A. Window/wall assemblies shall be furnished knocked down, with installation instructions, for field assembly. Window/wall and doors assem- blies shall be field glazed. O'Keeffe's Inc. Phone 415/822-4222 ALUMINUM BUILDING PRODUCTS 75 Williams Avenue FAX 415/822-5222 San Francisco, CA 94124-2693 Toll Free 800/227-3305 Poor assemblies shall be factory prepared for field mounting of hardware. 2.5 Finish A Covers shall be chemically cleaned and pretreated; then, finished with: 1. Powder coated paint finish equal to Porter Pow- der Coatings. Color as selected by the Architect from manufacturers standard colors. 2. KYNAR 500® coatings equal to Valspar or PPG (optional)(subject to standard and custom color minimum quantity availability) 3. Anodized (specify color) 4. Wood veneer (natural finish standard) 2.6 Door Hardware A. Hardware shall be supplied with the fire door. Hardware selection shall be from manufactures standard recommended hardware groups, (Consult the factory for use of hardware other than that list- ed below.): 1. Pivot Hinges: 3/4" off -set, heavy duty. Equal to Rixson FL -180 top pivot and FM -19 intermediate pivot. 2. Floor Closers: fire rated 3/4" off -set, heavy duty. Equal to Rixson FL25/27 or Dorma BTS -80F floor closer. 3. Door Release: Doors normally required to be held in the open position shall be fitted with Rixson Smok-Chek IV electromagnetic door release, over- head mount. 4. Fire Exit Hardware: Fire doors shall be self latch- ing and equipped with Monarch series F-17 fire exit hardware. 5. Lock -set: Use heavy duty, fire rated, mortised lockset. PART 3 - Execution 3.1 Fabrication Dimensions The fire wall/door shall be fabricated to approved shop drawing dimensions. The general contractor shall guarantee dimensions where practicable with- in required tolerances. 3.2 Examination of Surfaces Substrates and members to which the work of this section attaches or adjoins shall be examined prior to frame installation. Openings shall be plumb, square and within allowable tolerances. The Archi- tecUengineer shall be notified of any conditions which jeopardize the integrity of the proposed fire wall/door system. Do not proceed until such condi- tions are corrected. 3.3 Installation Fire wall/door installation shall be by a specialty contractor with appropriate experience qualifica- tion; and in strict accordance with the approved shop drawings and installation instructions. Only experienced mechanics familiar with this type of specialized work shall be employed. 3.4 Glazing Installation shall be in strict accordance with the fire resistant glazing material manufacturers speci- fications. Field cutting or tampering is strictly pro- hibited. Distributed By: C-I�\ GLASSPROTEX" OKE GPX N2 • • • j i SAFTI Technical Data PRODUCT -> PYROSWISS a Fire Protection and Human Impact Safety Rated Glazing -'' Material is designed for use in standard manufactured fire rated doors, sidelites,.transoms and borrowed lites. + ' DESCRIPTION PYROSWISS is a specially processed monolithic float glass which offers a ` low cost alternative for wireless fire protective glazing. The glass possesses many unique aesthetic and functional qualities, such as: `` • Installs into Standard Fire Rated Framing, no caulking required w, *Co m petitively priced "Wireless" Fire Protective Glazing • Up to ten times more resistant to breakage than wired or ceramic glazing • Meets combined Model Building Code requirements for both Fire Protection and Human Impact Safety • The first glazing material to successfully test under positive pressure ' ' conditions in accordance with pending revisions to UBC 43-2 ` • Larger permanently labeled individual lites — sizes up to 32 sq. ft. '.. • Available in dual glazed, tinted, high performance or exterior applications • Superior clarity and unobstructed vision compared to wired or ceramic glass TYPICAL 20/30 MINUTE APPLICATIONS #-' The Model Building Codes permit glazed 20/30 minute smoke control d assemblies in 1 hour Fire Rated corridors. PYROSWISS is ideally suited for these applications. Glazed into hollow metal or solid core wood doors with ' transoms, sidelites and borrowed'lites, PYROSWISS suits your clear vision Fire Rated needs. +.LISTINGS , Listed and labeled by Warnock -Hersey International and Underwriters _ Laboratories Inc. WHI test report numbers for labeled 20/30 minute Fire Rated assemblies include: WHI-495-1112, WHI-495-1113, WHI-495-PSV- ;,1 0953. UL Control No. 81-19. All above tests performed in accordance with ASTM E-152, NFPA 252, UL -10b, UBC 43-2, CSFM 43.7. MAXIMUM "LISTED" SIZES' Application Clear Area Width . Height ' Full Glass Steel Doors (3/4 stop) 2,910 sq. in. 35-3/4" 81-1/4" '. -Door Vision Light (1/2° stop) 1,620 sq. in. 30" 54" {, Borrowed, Transom or Sidelites*(5/a°stop)+4,638 sq..in. 50" 92-3/4" Alternatively, if max. clear areas is limited to 3,442 sq. in. then max. clear view width = 60" and height = 57-3/6'. Maximum listed sizes indicated above. -Consult SAFTI for additional - :: information concerning application and/or installation requirements. 45/60/90 MINUTE APPLICATIONS PYROSWISS has been tested to a variety of international fire standards including ISO 3009, BS 476 part 20-22, DIN 4102, etc., which do not include a hose stream test. WHEN used in applications requiring a 45 minute or greater rating, or sizes larger than those listed above, , PYROSWISS will be furnished with a manufacturers label only. Special . approval from the local building authority is required. , -s Safety And Fire, Technology Inc. .x- 1240 Fitzgerald Street M San Francisco, California 94124 (415) 822-4234 9 FAX (415) 822.5222• Tollfree (800) 822-2088, a y y y O Specifications DESCRIPTION PYROSWISS Fire Protection and Human Impact Safety Rated Glazing Material: Thickness: 1/4" (6mm) overall Weight: 3.0 lbs./sq. ft. (15.0 kg./sq. m.) Appearance: Clear, wireless with unobstructed vision and 83% light transmission PERFORMANCE • ASTM E-152 Fire Tests of Door Assemblies • CPSC 16 CFR Part 1201 and ANSI Z97.1 Safety Glazing Standards (Class I & II) • Pyroswiss is also tested to a variety of international Fire Standards, contact SAFTI for further information. DUALITY ASSURANCE r Over 10 years experience in Fire Protection and Resistive Rated Glazing materials. LABELING Listed and permanently labeled fire resistant glazing materials by UL and/or WHI. Certified and labeled Human Impact Safety Glazing Material in accordance with the requirements of the model building codes. STORAGE AND HANDLING Exercise caution to prevent damage to the glass surface and edge, store in a dry place. MATERIALS PYROSWISS 20/30 minute Fire Protection Rated Glazing material supplied by SAFTI. Fire resistant glazing tape may be furnished by SAFTI or by others. INSTALLATION CONDITIONS Minimum Wall Construction - Install in one (1) hour rated steel stud/wood stud drywall or masonry construction. Fire Doors and Frames - Install in labeled 18 ga. (min.) steel faced door or wood door with solid core. Use standard or GPX (GLASSPROTEX) door light frame with 1/2" min.stop (see detail A). For side and borrowed lites install in.labeled 16 ga. (min.) hollow metal or equivalent applied stop listed framing with 5/8" applied stop (see detail B). INSTALLATION PROCEDURE Check that openings are plumb and square. Allow for an edge clearance of 1/4"(+1/87-1/16") minimum or 6.35mm (+3.2mm/-1.6mm). Tape the glass stops with 1/8"x1/2" (3mm x 12mm) fiberglass tape or other approved flame resistant gasket material. Inspect edges of PYROSWISS lite for large chips or other edge damage. Glaze only into listed and labeled fire rated assemblies. Place 3" minimum high-temperature setting blocks at the quarter points, check for minimum edge clearances around the entire perimeter, adjust setting blocks as required. * Available with GPX Door Light Frame to fit standard 1-3/4" fire doors. A. Standard Wood or Metal Door Detail B. Sidelite Detail Recommended Clearances: a. Glazing Tape: 1/8"x1/2" b. Bite: 1/4" (6mm) min. c. Edge Clearance: 1/4" (6mm) min. d. Stop Height: 1/2"-3/4" (12-18mm) e. Rapbet Depth: 1/2" (12mm) Safety And Fire Technology Inc. 1240 Fitzgerald Street • San Francisco, CA 94124 • (415) 822-4234 • FAX (415) 822.5222 e A-ulk e SAFTI 12/1/91 i t4 - Construction, Height and Allowable Area - See. 602. (a) General.. Buildings or parts of buildings classed in Group A _ because. -of the use or character of the occupancy.shall be limited to the.types of. construction set forth in Tables No. 5-C and No. 5 D and shall. not. exceed, in. area or height, the limits specified in Sections 505, 506 and 507. ..EXCI:JPTIONS: 1. Grandstands, bleachers orreviewing stands of Type III One hour, Type• -IV. or'Type V One-hour construction shall not exceed 40 feet to the -.-highestIevel of seat boards; 20 feet in cases.where construction is Type III -N or Type t V -N; and 12 feet in cases where construction is.with,combustible members in the T structural frame! and located indoors. 2. Division 4 structures other. than Type III=N and Type V=N grandstands, bleach- ers and reviewing stands of open skeleton -frame type without roof, cover or enclosed ' ;.:usable space shall not be limited in area.or height. t - 3. A fire-resistive`ceiling for the roof -ceiling assembly in one-story portions of buildings of.Type 11 One -,hour, Type III One-hour or,Type-V One-hour construction may be omitted, provided the roof framing system is open to the room and does not ' contain concealed spaces. `(b) Special Provisions. Stages and platforms shall.be constructed in accord- ance with the provisions of Chapter 39. - r -.The, slope of the main floor of the assembly room shall not exceed the slopes permitted by Section 3307. (Division 2.1 Occupancies with an occupant load of 1000 or more shall be of { T-ype I, Type II=F R�; Type II One-hour, t ype III One-hour or Type IV construe- 'a ion, except that the r9of framing system for one-story po ions of buildirgs=of Type II One-hour or+Type III One-hour "construction may be of unprotected construction when such roof framing system is open to the room and does not contain concealed spaces. f Division 3 Occupancies located in a basement or above the first story shall be of not less than one-hour fire -resistive construction. Group A assembly room_ s having an occupant load of 1000 or more shall not be located in the basement. EXCEPTION: Basements of buildings of Type I or II-F.R. construction. Division 3 Occupancies with an occupant load of 50 or more which are located., over ocated.- over usable space shall be separated from such space by not less than one-hour fire -resistive construction. a For attic space partitions and draft stops, see Section 2516 (f). Interactive Design f 0orporation 3001 E. Tahquitz-McCallum Way Suite 104 Palm Springs, California 92262 (619)323-4990 (619) 322-5308 • Fax January .16, 1992 File: 9103.L11 Tom Hartung Director of Building and Safety City of La Quints 78105 Calle Estado La Quinta, CA 92253 PROJECT: Boys and Girls Club of La Quinta RE: Code review, exiting requirements Dear Mr. Hartung: Attached is a floor plan of the Boys and Girls Club with occupant loads and exiting ■■■ r requ>rementsaswe undestandthem Pleasereviewthemand advise us. I have sent a ■■■ R� a ■■■ pnnt�„dRC`t1y,- lb.�lV _.Setterland, PE Z r h s b&iew#also You will notice that the building has grown from 20K to 25K. In addition, we have calculated the exiting based upon a more stringent interpretation of the Code in some cases. Lastly, we have settled on a Type III building and will use the sprinkler system to discount the one hour requirement. According to the Executive Director, the gymnasium, multi-purpose and juniors'/seniors' activity areas will not be used as exhibition space collectively. The exterior walls will be masonry (6 inch), interior walls will be steel stud with drywall. Thank you for your prompt attention to this. I look forward to talking with you about these decisions. Yours truly, Reuel A. Y ung, A A `oC17'r°Y aoE4rAO EpT. RAY/hh cc with enclosure to M. Setterland JAN 2 Ot)41Oi�Y OF LA OWNTA 1 TV SAFOY of � . - JAN 24 4 ,, f OFtOiimrA ¢l11UN1TY�fl' OW - r^ Allowable Area -Increases Sec. 506. (a) General. The floor areas specified in Section 505 may be increased by one of the following: 1. Separation on two sides. Where public ways or yards more than 20 feet in width extend along and adjoin two sides of the building, floor areas may be in- creased at a rate of 1'/4 percerit for each foot by which the minimum width exceeds 20 feet; but.the increase shall not exceed 50 percent. 2: Separation, on three sides. Where public ways or yards more than 20 feet in width extend along and adjoin.three sides,of the building, floor areas may be in- - creased at a rate of 2'/2 percent for each foot by which the minimum width exceeds 20 feet, but the increase shall not exceed 100 percent. 3r. Separation on all sides. Where public ways or -yards -more -than 20 -feet i Fwidth extend on all sides of a building and adjoin the entire perimeter, floor areas may be increased at a rate of 5 percent for each foot-by*wh ch the minimu—rn - ceeds 20 feet. Such increases.shall.r t=exceed 100 percent,_ except that greater in- creases shall be permitted_for'the_following occupancies:* Fire -resistive Substitution Sec. 508. When an approved automatic sprinkler system is not required through- out a b iu lding by other sections of this code, it may used in a building of Type II One-hour, Type III One-hour and Type V One-hour construction to substitute .for the one-hour fire -resistive onstruction. Such substituti" on shall not waive or reF duce the required fire -resistive construction for: (a) Occupancy separations [Section 503 (c)]. (b) Exterior wall protection due to proximity of property lines [Section 504 (b)]. (c) Area separations [Section 505 (f)]. (d) Dwelling unit separations [Section 1202 (b)]. (e) Shaft enclosures (Section 1706). (f) Corridors [Section 3305 (g) and (h)]. (g) Stair enclosures (Section 3309). (h) Exit passageways [Section 3312 (a)]. (i) Type of construction separation (Section 1701)." (j). Boiler, central heating plant or hot-water supply boiler room enclosures. I H I-TEK INSPECTION SPECIALISTS. O.S.A. CERTIFIED c:cTIOi+oou � �� VIC" ALEX MANKA PRINCIPAL GENTLEMEN: THIS IS A LETTER OF INTRODUCTION TO INFORM YOU OF MY SERVICES: ... CERTIFIED,O.S.A. BUILDING INSPECTIONS LIFORNIA (OFFICE OF THE STATE ARCHITECT OF CALIFORNIA) ... INDEPENDENT CONSTRUCTION CONSULTING ... PLAN AND SPECIFICATION REVIEW ON'THE FOLLOWING AREAS: ... CONSTRUCTION OF NEW -SCHOOLS - BUILDING ADDITIONS AND REMODELING PROJECTS ... FIRE ALARMAND COMMUNICATION SYSTEMS - PORTABLE BUILDING INSTALLATIONS ... ELECTRICAL & MECHANICAL ALTERATIONS AND INSTALLATIONS MY SERVICE RATES ARE QUOTED ON A "PER PROJECT" BASIS. WHEN I CAN BE OF ASSISTANCE70 YOU OR T ME AT ANY TIME. . IF YOU HAVE ANY. QUESTIONS, PLEASE FEEL FREE TO CONTACT 8Y CARS OSA INSP.,3 SCARS GOVT, CQC, LIC.g6N. C019T.143 yRS.CXP. 24178 Ol1TRI��C?`DR. CANYON LAKC ICA. 92587 909 244 6493 Alex Manka DBA:. Hi Tek Inspection Specialists P.O. Box 5092 Canyon Lake, CA 92380 (714) 2446493 gulf DIN = CONSTRUCTION BACKGROUND Supervisory and Inspection Offsite Systems Earthwork: grading, cut, fill, compaction, testing and sampling, curb and gutter systems, base asphalt and seal coats for paving. Utilities: storm drain systems, sewer and water systems, natural gas M.P. and L.P., high voltage power, cable and vault systems, along with.cable and telephone systems. Concrete: excavations, forming, placing_ consolidations and finishing-, to requirements, sampling and testing of slump. Concrete Masonry Units: (CMU) -supervision, sampling and observation of installations, coring samples and general quality requirements. Structural Steel: layout and erection practices. Knowlegable in material - -- requirements for rebar high steel installations. Wood Framing: numerous years in framing layouts, supervision, plan reading, specifications, adk�eance;_w.ell-eNxrienced in finish systems and gLahty installations. Special Systems: fire sprinkler, electronic intrusion, HVAC controls and numerous interior finish items such as operable walls, electric louver systems, flooring and carpets; well read and experienced in code interpretation of UBC, NEC, UPC, UMC, NEPA, and Title 21 and 24 Codes. I have a California B Geaeral Contracting license and possess exceptional abilities in reading and interpreting plans and specifications, and have both federal government C.Q.C. experience and California State Certified inspecting experience. Graduated High School: 1954, Calumet City, Illinois. One semester drafting at Chicago Institute of Technology.. Attended numerous seminars on construction and business management. r ` - fXPARI�IYCE 1994-1993 PRESENTLY INSPECTI#6 LQffS A 57599, 185, 0004 J FRAME, MASONRY, STUCCO COMPLEX I NCL URU POOL AND STADIUM. STARTED SITE, LQ#S 1993, COMPLETED INDIO M.S. A FRAAME, MASO'WRY PROSECT MID 93. PORTABLES AND FOAM ROOFINy. 1993-1992 INDIO M.S. SPECIAL ED. COMPLEX FOR RI V . CO. OFFICE OF ED . I.+VDIO, MASONRY FRAME CONST. 1992-1991 LQMS SPORTS COMPLEX YMCA CITY OF INS'. Am PALM DESERT, MASON0 N. S. POOL RUO V V. FOUR C. RM. ADDTN. TRUMAN ADAMS SCR., RELOC.ATABLES DSUSD 1991-1990 MONROE E.S.,'STEEL MASOWRY CONST. DSUSD PROYOj AMSC.. 1990-1989 LAMS CONTINUED, FRAME, STUCCO, MASONRY PB#S SITE -IMPROVEMENTS. r 1986-1988 1984-1985 1983-1984 S O.S.A., California State Certified General Building ' Inspector. Five latchkey buildings A50055, Palm Springs; . One Headstart Day Care A51200, Thousand Palms; McCallum Elementary A51119 and 51177; Palm Desert . High School Phase II site A51641; West Indio Elementary School site development A51983 and presently inspecting La Quinta•Middle School A50504 as well as numerous portables and other State approved installations. O.S.A., California State Certified General Building Inspector, Public Works Clerk of the Works for Moreno Valley Unified School District.,, January 1986-Septem6er 1986: completed Serrano Elementary School,'A46549. June 1986 -September 1987: completed Sugarhill Elementary School, A46990. January 1987 -February 1988: completed Creekside Elementary School, A47569. O.S.A. Inspection for Palm Springs Unified School District. February 1988 -November 1988: completed Cathedral City. Elementary School (aka Landau Elementary School, A49549). My job performance and efficiency ratings are on file with the Office of the State Architect, General Services Department, 1075 Broadway, Los Angeles, CA 90012. Cliff Chaffin, Jack Bruce and Dimitri Besirof, O.S.A. Structural Engineers, can be contacted to comment on my abilities as an inspector. I have been approved for multiple job inspections as long as only one structural phase is -in progress at a give.wtime. , General Superintendent, Temecula Valley High School, Temecula, California. Project completed on schedule. During this project, I assisted the protect inspector with punch lists of required installations. I was encouraged by the project inspectors to take the OSA inspectors test which I passed and became certified General Superintendent/Quality Control Officer for a 2.6'. million dollar project at Vandenberg Air Force Base, California. New construction of 82 two-story officers quarters. A Corps of Engineers project which consisted of all site work and all phases of the multi -story;, units. Experience, continued 1982-1983 General Superintendent/Quality Control Officer for a 2.4 million dollar project at Davis-Monthan Air Force Base, Tucson, Arizona. A Corps of Engineers project critical to the national defense. The project was completed on schedule . with very good remarks from the Dept. of Defense and the head of the U.S. Army Corps of Engineers Phoenix office. The project consisted of two phases: one new construction and one remodel, done simultaneously at different locations on the base. 1978-1981 General Contractor, B2 license #85934. Lived and worked in Lake Arrowhead, California constructing custom homes ($100,000-400,000), small commercial buildings and custom finish work. I had a reputation for quality workmanship. .1977-1978 General Superintendent, Vee Bee, Inc., Architect/Builder, Lake Arrowhead, California. Constructed seven custom homes ($300,000 and up), and four major remodeling jobs. Supervised my own crews and subcontractors. It was at this time I applied for a California Contractors license. 1975-1977 A & P Builders, Arizona. Sole Proprietor. B2 General Building license. Built custom homes, remodels and small commercial buildings. 1971-1975 General Superintendent, Johnson Masonry/Southwest Forest Industries, Inc. (joint venture), Phoenix, AZ. In --- complete charge of offsite and onsite procedures for 144 acre project on Phoenix westside. Project included a golf course, olympic-size pool, and all related buyer amenities, townhomes, single family homes and apartments. All were under construction at the same time. 1970-1971 General Foreman of Carpentry, Schuck & Sons Construction, Phoenix, Arizona. Apartments, tract homes, small commercial buildings. I designed and set-up an innovative wall -panel system. 1968-1970 La Casa Construction, Phoenix, Arizona. Field - superintendent in charge of six housing tracts, apartments and townhomes. Supervised all phases of work: 1962-1968 R.L. Bever Construction, Scottsdale, Arizona. Went from foreman to general superintendent in three months. This span of experience included high rise apartments, commercial buildings, trract homes and condos. 1960-1962 LML Construction, Phoenix, Arizona. Partner with two other men. Two years of business experience as a carpentry contractor with framing and finish work and small commercial construction. Experience, continued 1958 - 1960 Les Chambers Construction, Phoenix, Arizona. Framing and finish work as a carpenter and carpenter foreman on tract homes in the west Phoenix area. 1955 - 1958 Journeyman carpenter, heavy construction. McKee Corp./Coca Cola plant in East Chicago, Indiar.a. Ragnar- Benson Construction/Youngstown Sheet and Tube rolling mill. McKee Corp./Iron ore recovery tank at Inland Steel, (form work, concrete, millwright). 1952-1955 Housing construction experience acquired by working for my father. Four custom homes and several remodeling jobs after school hours and on weekends. Attained Journeyman Carpenters card at 18, youngest to pass entrance exam at that time. REFERENCES �0�1A► TRI TTI PO, FRED WALDA, ARC#'S 691 931 8577 KAL PORTER, ARCO. 619 360 3358 DOH WEXLER ARCS/. 619 320 1709 k DIV . OF STATE ARCM- DSA. SE'S .PACK BRUCE, LEERAUNYSM , 619.674 5400 MO KANDA, KANDAB TSO S.E. _ 21.3 255 9220 PAUL PI Tc#ER S. E. , STB 714 759 1259 gIM DOVEY E.E. FBA E.E. 714 852 9995 RUSS.RANDALI E.E. SRP E.E. 213 256 2201 RUBY HOWAL TER, RI V CO OFFICE OF ED . . OYIECTS ADMINISTRATOR 909 788 6685 SUKDEV MAT#AUD#U M.E. 714 686 1776 MARCIA EWART, . FAC PLANNER MUM A19'7.75 3500 ex t 5285 RICNARD BECK FAC. PLANNER REMET UNIFIED S.D. 9o9 658 2171 ext 469 DAVID MACKEWAN FAC. PLANNER PSUSD 619-327 158/ PAUL MERST1#6 PSI LABORATORY .619 341'5790 r USTORY OF NI TRK INSPECTION SPU AL I STS PROYECTS FOR DESERT - SODS UNIFIED S.D. /9931 au /! 1989 1990 - - - , . _ _ _ ;. ., .. _ e r . . As e e OSA : �'RUYt,[. f sC4 xt+ wvxR �� ,, v e r. .•..... .. - Id guLnta m 4 Con4f. ---------------------x palm de4eat h 4 ALfe x -------- x. ,eeloce ec., e,h4, a24, pdh4 p o x --------x inoaRoe, 6dea conaf x-===--=---------_ _ _ _ --- x weaf Lnd10 e 4 eLte x ------x 4pcl Lnplant wLed P o, xx 16wLne L h 4 p o x ---------x gm4, cLty 4pf4 cnfR- p o Lndi.o .h 4 pool Renov. p , o '.we4f `Lndi.o in 4 =.'Lh4 food 4e&V, 4tad etc .tauman adm4 4 c144m adds R �. LRe 1044 LAA el0c p- o AL voltage 4y4 p o fach4on, Rehab 9/ p o ,2 aeloc4, AAAA compl, p o r *-'4eloC4 md4n j 'wl4n, lcn p o hooveR mi.gRant4Rloc4 p o la guLnta h 4 &Lte dev : Ia guLnfa h 4 con4f la guLnta h 4 pool- uLnta h 4 4fadLum cNif Ln42eCtOk 8 otheee foam It f4 &coat'4, puRcq. chaen /2 Reloc4 w4h, �oRd, pdm4 lac dept AO chaita 4erevLce4 _ two tech a64 i.m4 t&Lp4 to Lm4 waaaantee' f&Lp4 to Lh4 compl dwaRte foam Rool a4an4 f Ruman 4f Ruct . Revw 04 gym 4tRucf Revw'd o 4u6 Ji4 aevLewed all lac alfeir 92 e g a44td'Ln teAf lab ac uL4Lt�on4 AAL 4fnd4 WUh all .epi head4 eet6l4d hand 4pec4 wUA lac dept 4p ec Regmnf4 WUh tki.ft�po 11h -'4et 4tandand4 j;4 all, dL4t, 014p. x -----------x ---x' x------.--------------- -- - -- ------xx- x-------------------- ,------------ z ----------x is ----x x------ ------ xfo /�'.•'#. x ." a _� �=_______________________ x-��s xx------------ JC --------- x--Ln r`e � EXPANDED STATEMENT TO USE PERMIT APPLICATION FOR BOYS AND GIRLS CLUB OF COACHELLA VALLEY LA QUINTA UNIT. The Boys and Girls Club of Coachella Valley, La Quinta Unit, sits at the entry to the school and community center complex for La Quinta. The site is triangular in shape, fronting on 50th Avenue and Park Road. The existing topography has been altered by stockpiling from the school construction, grading the building pad for the Community Center, and the street improvements to 50th and Park. The majority of the site is flat, approximately three feet below adjacent street grade. A mound, the remnants of a sand dune and stockpile from earlier construction, exists along the western boundary. Mature citrus trees cover. the flat portion of the site. This site is the lowest point of the previous drainage system for the citrus groves which at one time covered the school site and. the land to . the north and east. To provide proper drainage for the Boys and Girls Club, the site will be filled, though the finish floor of the building will be lower than the adjacent Community Center. The combination of several influences helped shape the site and the building. It is practical to share the existing parking and access to the site, and we definitely did not want to place cars at the apex of the triangle - the corner of 50th and Park. So the building naturally took a shape that was linear in the northwest/southeast direction. In addition, the bulk of the gymnasium had to be placed as far back from 50th as possible. While this arrangement provided a significant setback from 50th, it was clear that other rooms had to be clustered around the gym with its 24 foot high interior space. Fortunately a well run gymnasium program requires weight and exercise rooms as well as lots of storage - all opening directly onto the gym. So the bulkiest portion of the building could be camouflaged by these lower masses. The club's activity areas and arts and crafts rooms clearly would be enhanced by south -facing outdoor spaces, so the building wraps around a court facing 50th. This also creates a sense of an openness to the building and to the citizens of La Quinta as they drive by. Once the problem of camouflaging the gymnasium had been solved, and the internal circulation and organization had been sorted out, the question of image had to be addressed. Because this new building would assume a prominent role - introducing the entire community and school complex - several issues came into play. The first, was the appropriate character for the building. The school buildings set a strong tone of international style influence with their earth colors and flat roofed horizontal building mass. The school clearly communicates its institutional nature and seriousness of purpose. The more recent Community Center/Child Care Center communicates a much more residential nature. Its size, materials, and form resemble a home, and defers to the overall image of La Quinta. The problem the Boys and Girls Club has to address is which of the two characters/styles should it take its cue from. On the one hand it is a building of great importance to the entire community because it is the club for all children of the community. Therefore it should have stature, yet the Boys and Girls Club.,rules, unlike the school's, are "open-door" and relatively non -demanding. Therefore, we think the building must distinguish itself from the institutional character of the school. From the beginning, .the design team felt that a sloped roof would 'achieve several important goals: reduce the bulk of the building; convey a familiar image - homelike; but clearly not a house; provide a continuity of form with the Child. Care Center, as well as with the surrounding residential projects. The sheer size of the building (24,000 SF) and its height (dictated by the gymnasium) would give the building stature. The right character (vibrant, yet friendly) is conveyed by a standing seam metal roof. Using a terra cotta color will link it to the roof tile common on residences and shopping centers,yet the smooth texture and crisp lines convey a more active and athletic quality. ' NIM-A'"Als-SWISM t. . AVENUE 50 COACHELLA VALLEY THE JOSEPH MARGULEAS LA QUINTA UNIT O GI S CLUB r � • NO SCALE a SQUARE FOOTAGES & PERCENTAGES GROUP LETTER AREA FOOTPRINT PAVING LANDSCAPE 70,061 S.F. 4,970 S.F. 21,351 S.F. 43,740 S.F. CHILD CARE 1.60 AC. 7.1 % 30.5 % 62.4 BOYS & GIRLS 117,556 S.F. 23,490 S.F. 17,780 S.F. 76,286 S.F. 2.70 AC. 20.0 % 15.1 % 64,9 POOL 19,729 S.F. 2,964 S.F. 11,120 S.F. 5,645 S.F. ,45 AC. 15,0 % 56.4 % 28.6 TOTALS 207,346 S.F. 31,424 S, F. 50,251 S.F. 125,671 S.F. 4,75. AC. 115.2 % 124.2 % 60.6 t. . AVENUE 50 COACHELLA VALLEY THE JOSEPH MARGULEAS LA QUINTA UNIT O GI S CLUB r � • NO SCALE a nCHILD CAR 4 BOYS &GIRLS CLUB OF COACHELLA VALLEY THE JOSEPH MARGULEAS LA QUINTA UNIT B AVENUE 150 .0 e ADMINISTRATION RIDGE HGT @ GYM ± 38'-6° MULTI-PURPOSE AREA STORAGE & EXERCISE RIDGE HGT @ ACTIVITY AREA ± 26'-0'. RIDGE HGT .@ CLASSROOMS ± 23'-0' GI S CLUB -77 NO SCALE M=2aftftL1- OF Uinta oa f K'.0 utl t Stu �P 11t - ItrMlan This Certificate issued pursuant to the requirements.of Section 306, of the Uniform Building', Code certifying that at the time of issuance this structure was in.compliance with the various. ordinances of the City regulating building construction or use. For the following: BUILDING ADDRESS 49-995 Park 'Street Use Classification Boys & Girls Club12623 B.1 d g.' Permit No. Group A-2. 1 Type Construction III HR-'• —Flro Zone Use Zone R2 Boys & Girls Club of Owner of Building —Coachella Valley Address- P.O. Box 188 City Indio, CA 92201 By;. - Richard Kirkland Dote: ; July'21, 1994 Building Official POST IN A CONtIPICUOUS PLACE i