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Home My WebLink AboutB34774 signedO CITY OF PALM SPRINGS BUILDING PERMIT DATE mfixA11Im 06 03 98 MAB CME<% reaeet PLAN CHECK FEE 0.00 CnaE NUMaFP RaY B. 8 E M P EP �X AGG"An FAA — Camino Del Sol same 3232 7-3278 Sao cMweam : FeYew Joel Brown 471 Tah itz P.S. Ca Fag _ r arc aver Ae Maw Tce"°Y�4 7,000.00 6°4w, Feaww BMwrap.wWse SaxAM Fw Itl1 BOY• TM BYMLq M6ew 1 + 16747 0200 RAC UET CLUB ROAD Lal Bp 1pw "MOM OC AANO, TOW MN �I�RR-�1� R2 Be B. WWrks As Fro% 1114111 aMa raw PwYIMmWr Consbueted 501-063-075 Square e1e'1tl1nB aaryw/prPBm aeMW Pwb/Psah F°°Bar 0 0 p Uwd WWInB BMWT POmWT CpW.i ». 4s. m Fk. sorMMw LarM Maws.. fn FWVM M�n LInIM1 eww,a Ppmn MI own Crack 11�fe4T BWT= WPaalm Itea, P.ma lruw 90.00 58.50 0.70 5.00 condos 1 CNA p 0 t4.uLawas inearm: +haste 15.00 Frame in front of existing open front garages and add garage doors. pBMUMIan Tp 11e'm 0.00 gxFw/Brw/M4a. 12b r. Ai.. tror1R 4pAlr i.�'r•a4t c..J�/LASAg 0.00 den..Pewa f+sr° 0.00 arwrMpeWn "texts 0.00 tlwdM cwwlaww Bwwr MMn e'Rt°w 0.00 swrya.nwe e" 0.00 s..wcenwWw Fw ooxoTcpMCFxoR m+wurvopMmBtmnx urmtiuE wolxrsLNSPEcrm '�'a' 0.00 °11niB'F" IMPORTANT The issuance of this permit shml not be had to be an approval of Me violation m any provisions at any dry or county ordinance or state law. 0. 00 now Fss Inspections of work are subject W an approved eat of plane being on the job. Changes to plans am not to be made without permission of the Building and Safety Divisions. 1e4a"° -FM 0.00 Mac. Flll 0.00 The owner and/or dontractar is responsible for establishing all property lines. All utilities must be underground. PwMarM Fw 3ee®' 35.00 PM Mq Fw ++lease 10,50 This permh will expire H work is not alerted In 120 days or H more than 180 days elapses be iss n InapsNone. 1 Misty that I am familiar with all requirements of the City of palm Springs as they apply W this permit and understand that Mete requirements mum be completed prior to final inspection and that no omti kkation of xoupency will be Issued until each MIre as these requirements are met. I cerdly that hew that application and mina thin Me information is true and co"ect. 0.00 0.00 TOTALFEE 214.70 \ l n OWNER/C R CTOR/A ENT DATE U��, This is a B d g Permit when properly fined out, signed and validated, and is not transferable. INSPECTORS COPY PENM NUMBBN B 34774 JOB CARD .ey Building & Safety �e r CITY OF PALM SPRINGS w R Camino Del Sol onm 06/05/98 \ a ESS 0200 RACOUEf CLUB ROAD EAST Sbw.tn• 34774 ` SWIMMING POOLS Sher, Bonding. Setbacks Underground Piping/Beet Final, Gas Rea. Housing. Energy xn,Patch. salt Roof FIM Fireplace Figs Fireplace BS Masonry Wall Ftgs my Well Be eTemp Pole Setbacks Pad CoMcacken aso _ r do`s �Lwzo() BUILDING PERMIT APPLICATION AND OORINATIOM SHEET Project Ad Assessor's Legal Desc Owner's Nay Owner's Ad( DATE: PLAN CHECK FEES: Contractor's Adqr.4�7, ��roNr hone/ ; err-r- z��e Lie.3 Sa�v Architect's Name ri r,vc Architect's Addr. P one# Lic # Civil Engineer's Name _ Civil Engineer's Addr. one/ Lic.# Structural Engineer's Name Structural Engineer's Addr. hones L c # Project Coordinator as designated by Owner/Deve oper they t an ontractor Nam Total Value of Work $ ap�� Lot size(s.f.) Zone Building Use Flood Zone % of Lot Covered Describe work Designed setbacks:(clockwise)Fr—c Building Height at setback: Fror Pad Height fini Side Of street WHERE INDICATED BY A CIRCLED X, SUBMIT 3 COPIES X Plot Plan with lot square footage. X Electrical Load Calculations: Include X Drainage Plan: Show lot corner elevations. X Grading P7an:2 copies signed by City Engineer ings and000 re for orwcondofor new projects. nInclude dwell - Foundation all X Plan: X Framing Plan: old plus new loads for additions of all types. X Mach. Plan: Duct schematic, equip. Location. X Waste, Drain 8 Vent Isometric. Show CFM to all new registers. Energy Conservation Calculations. X Electrical Plan: % Gas Piping Isometric: Show BTU ratings of X Roof or Floor Truss En each appliance on all branches. Show distance X Structural Calculations,,iffapplicablee of longest run and total RTU for entire system. X Title Co. Guarantee of Ownership. .X Water Piping Isnometric, dimensioned. X Row Dedication. % Manufacture s Brochure for HVAC equipment, K P.M. 10 letter mark exact model(s). K $2000) per acre dust bond X Fireplace Specifications, if applicable. K Floor plan showing c X Door & Window Schedule. { 9 requirements. a with X Health Dept. approved plans. t Paanncc g D litrtmreent APP�roval. X Complete Application. Fe Framing Say on and elevation X Floor Plan, dimensioned. 1PPlication received by X Site plan showin a tequesting review by: Planning Division :See Reverse Side) _Engineering Division _Fire Department _ ildg. P.C.# g c cessible path of travel ---and handicap Parking. Date Date Date DateDateDate Date=Date =Date= File Fire Dept. Job# Planning Case# Dennis 5 Wish PE June 1, 1998 Mr. Gary Biticrman - Building Official City of Palm Springs Department of Building & Safety 3200 Taquitz Canyon Way Palm Springs, California 92262 STRUCTUNJ IOINEEWNO CONSULTANT 54625 AVENIDA BERMUOAS . to OUINTA CALIFORNIA OZ 53 780.564.0084 PHONE • 7e0.T11.3606 FAX *0 QCWIA. COM APpa°v PERyT I O� PATE � 1� Regarding. Requeafor Lateral Analysis for Carport Enclosure or 200 E. Racquerclab Drive Dear Mr. Bittemun: I received a set of drawings from Mr. Joel Brawn -contractor for Camino Del Sol. His drawing intend in Install garage doors into an existing carport at 200 East Racquetclub Drive. He submitted his drawing to the plan check department and was informed by Mr. John Shoemaker that he would need to laterally augport the open -front of the carport. I reviewed the plans of the existing building and contacted Mr. Shoemaker on Friday. May 29 . We discussed the matter and Mr. Shoemaker requested that I submit this letter of recommendation directly to you. The garage is a secondary structure, which is allowed by code to be designed using methods of rotation as described in Section 2314 of the 1994 UBC. I have taken into consideration that this is an existing structure and that it conforms to code definition as a soft - story or open -front design. The provisions of the code limit the do* of diaphragm to 25 feet or two-thirds the diaphragm width. The drawings indicate the depth of diaphragm to be 20 feet, which are within the code limits. Wind loading Uuft rally governs in lightweight structures such as this. The installation of a wall with lift -doors does not add or diminish from the wind pressure applied to the building. The effects of wind create uplift on the roof diaphragm and a lateral torte against the back wall. The end walls are already design to resist the diaphragm movement due in laterally applied wind loads. This will not change if a new wall is added parallel to the back wall. However, uplift will be reduced when the garage doors are closed. Therefore, the installation of a new wall of doors will improve the performance of the building It is only recommended that the wall be constructed using the provisions of Conventional Framing in Section 2326 to assure that the wall is adequately tied to the roof diaphragm and foundation below. This does not require the services of an Architect or Engineer. There is no change in the transverse direction where the disphragtre is approximately 80 feet deep. It may be assumed that the depth of the diaphragm will cause seismic loads to govern over wind in this direction. The determination of lateral load resulting from seismic is a function of the structure weight. The lateral weight is calculated as the tributary weight of one-half the height of the two end walls combined with the weight of the diaphragn The total weight is multiplied by the base shear factor typically taken as 0.183 or 18.3 The weight of the wall in plane with the reaction is generally ignored for determination of diaphragm shear. The structure has been Constructed using the provisions of rotation (common with garage and other secondary structures). There to the original design prevents the collapse of the soflatory and it is not necessary to use the new wall as a shear -resisting element. The analysis of rotation will redistribute the diaphragm shear into the three remaining solid wall panels. It is therefore my professional opinion that a lateral analysis and that a need for lateral restraints upon the open side of this structure is not necessary. Please Contact my office at yom convenience should you have any additional questions or rarptire any additional Insulting smucruRn vxRrcuw FOR.waRw RCRea. Ro o. Cart .REmCR,rsRE"- uwa� wEOF.v. RERuaw wuu a. a.o -Re.aarr. WM[tE"E9.OR.F¢W R(pE.IFypRFCECI.VM.CEIWeE. v PE Rm AR ERWrreaIRIC1UMlFlglliRYM19tlCy GFwlllRxcwvava.ar Iaas T- O ZOq g g g y E y0'02 t $ o �o0 yp d•y3g < {a� F �`d y Is 22' 9 a 3�gau o e s� Soo g aa p g. W V m< yap �+-• oy .� a _p O a. .9 0 5 3 EI O .� y N 0 p ap R XXXX 9 ems°- °g 8 °O 9 E O O y= Z S �d�.gg9 yyv '-• 8' 8 pq d'i %' (L eA tl u p,g G O O 6 ?NN W O y.UYti o m o q,.$ \D "-�w`'ox f7 .. g •. " Y 8 9 zQ W m p 2 A4 a a �3` k s oogoE8A x+ 3 g 'g' T 9 p .J W T 7S 0 9 0�3 U O O { w Sle�'u �+� 3§ o o'da m 8 T C 6C 0 J� "• �J Y� a 1_ J M O O 3WQ ° E' V °3o- g9 '30.o `o �t Eg � W uUl .Na W $aC US�OR u$0u°9 —°�9.e m'°a=6°C dl A ❑ a 9 Ij a E> u `o m 8 v w o` 9 E p m Y m u q m Vi° 3 �m � a' wo�5a�gas de u�b�"_��9'R °'8 WZ �gg � -: O � o o �'• yo �'m o � � 3 ww < i ° � v `y '^ § - y 36ffi�d g231 7-. aya ��p+ aE'gaamg o Nigcgroi98.��a O880, SR 8= .. $.-U Zg35$yyy gW FA jig 5 9 a 5 8 U$u Indemnity Agreemeen�t/�J�7 Building Permit No. // / / Permit holder hereby agrees to indemnify and defend the City, its officers, agents and employees against and will hold and save each of them harmless from, any and all actions, suits, claims, damages to persons or property losses, costs, penalties, obligations, errors, omissions or liabilities (herein "claims or liabilities") that may be asserted or claimed by any person, firm or entity arising out of or in connection with the location, construction, maintenance, relocation or removal of all the work authorized by this building permit, but excluding such claims or liabilities arising from the sole negligence or willful misconduct of the City, its officers, agents or employees, who are directly responsible to the City and in connection therewith: (a) Permit holder will defend any action or actions filed in connection with any of said claims or liabilities and will pay all costs and expenses, including legal costs and attorneys' fees incurred in connection therewith; (b) Permit holder will promptly pay any judgment rendered against the City, its officers, agents or employees for any such claims or liabilities arising out of or in connection with the work authorized by this building permit, and permit holder agrees to save and hold the City, its officers, agents and employees harmless therefrom; (c) In the event the City, its officers, agents or employees is made a party to any action or proceeding filed or prosecuted against the permit holder for such damages or other claims arising out of the location, construction, maintenance, relocation or removal of all work authorized by this building permit, permit holder agrees to pay the City, its officers, agents or employees, any and all costs and expenses incurred by the City, including, but not limited to, legal costs and attorneys fees. Permit holder Name: (print) Signature: Company: (if ap le) /g Date: G:\USERS\BFO\DATA\DOCUMENT\GB\INDEM.AGR