Loading...
HomeMy WebLinkAbout04411 - PARTNERSHIP PERFORMING ARTS FOLLIES PLAZA THEATER RIFF MARKOWITZ Partnership for the Performing Dub-Lease AGREEMENT #4411 R20198, 10-3-01 SUB-LEASE AGREEMENT BY AND BETWEEN THE CITY OF PALM SPRINGS AND THE PARTNERSHIP FOR THE PERFORMING ARTS,LP In consideration of their respective agreements herein contained, the City of Palm Springs, a charter municipal corporation, ("Lessee") subleases to the Partnership for the Performing Arts L.P., a California limited partnership, ("Sub-lessee")those certain premises in the City of Palm Springs, County of Riverside, State of California, more particularly described in that certain Business Property Lease entered into between Plaza Investment Company, Inc. as Lessor and the City of Palm Springs as Lessee dated LoL, 200 1 (the "Business Property Lease"). In consideration of the payments to be made hereunder and the covenants and agreements contained herein, the parties hereto agree as follows: 1. Incorporation of Business Property Lease Provisions. Sub-lessee hereby agrees that all terms, covenants, and conditions of the Business Property Lease, attached hereto and incorporated herein by this reference,with the exception of those terms set out specifically in this Sublease, shall bind the Sub-lessee, and be enforceable by the Lessee as against the Sub-lessee, with equal force as the Lessee is bound. 2. Rent. Both parties agree that in addition to any other payments required of the Sub-lessee pursuant to the terms of this agreement or the Business Property Lease agreement, that notwithstanding the rent provision in the Business Property Lease,the Sub-lessee agrees to pay Lessee as rent for the premises Three Hundred Dollars ($300.00)per month commencing September 1, 2001 and ending December 31, 2006. Further, upon execution of this sublease, Sub-lessee shall pay Lessee the sum of Three Thousand Five Hundred Dollars ($3,500.00) in consideration of prior attorneys' fees and rent. There shall be no security deposit for Sub-lessee. Rent payment for the Sub-lessee shall be due at the City of Palm Springs, City offices, at 3200 E. Tahquitz Canyon Way, Palm Springs, California 92264 on a monthly basis a minimum of ten(10) days in advance of the first calendar day of each month during the term period. If any installment of Sub-lessee's rent pursuant to this agreement or any other payment is not paid promptly when due, or within five(5) days of the due date thereof, such installment and/or payment shall bear an interest at the rate of ten percent(10%)per annum from the date when it became due until paid, but this provision shall not be construed to relieve Lessee from any default in making any payment at the time and in the manner herein specified. 3. No Security Deposit. Both parties agree that Sub-lessee may disregard Paragraph 7 of the Business Property Lease as there is no security deposit required under this agreement nor under the Business Property Lease. 4. Limitation on Liability of Sub-lessee. Sub-lessee shall not be held responsible for any actions by other individuals or entities, including, but not limited to, agents, employees, or representatives of John Wessman or his affiliated companies, or La IRV#14965 vl -I- Taqueria, that have an access right to the premises that cause damage or injury to property or person unless they are present as sub-lessee's agents, patrons, representatives, employee's, guest, or volunteers. 5. Dismissal of Lawsuit. Both parties agree that upon the execution of this Sublease Agreement Requests for Dismissal shall be filed in the action entitled City of Palm Springs v. The Partnership for the Performing Arts, L.P., et al.,Riverside County Superior Court Case No. INC 020321. Each party shall bear its own attorneys' fees, costs and expenses, and any claim for reimbursement of same shall be a breach of this Agreement. 6. Mutual Releases. (a) Sub-lessee, on its behalf and on behalf of its officers, employees, agents, representatives, successors, assigns and all persons acting by, through,under, or in concert with any of them,hereby release and forever discharge Lessee, and each of them, together with their respective members, successors, assigns, employees, agents, representatives, and all persons acting by,through,under, or in concert with any of them, of and from any and all manner of action or actions, cause or causes of action, in law or in equity, suits, debts, liens, contracts, agreements, leases, promises, liabilities, claims, demands, damages, losses, costs, attorneys' fees, or expenses of any kind whatsoever, known or unknown,hidden or concealed, fixed or contingent(collectively referred to as "Claims"), that Sub-lessee now have or had against Lessee, or either of them, from the beginning of time until the date hereof. (b) Lessee, on its behalf and on behalf of its officers, employees, agents, representatives, successors, assigns and all persons acting by,through, under, or in concert with any of them, hereby release and forever discharge Sub-lessee, and each of them, together with their respective members, successors, assigns, employees, agents, representatives, and all persons acting by,through,under, or in concert with any of them, of and from any and all manner of action or actions, cause or causes of action, in law or in equity, suits, debts, liens, contracts, agreements, leases,promises, liabilities, claims, demands, damages, losses, costs, attorneys' fees, or expenses of any kind whatsoever, known or unknown,hidden or concealed, fixed or contingent(collectively referred to as "Claims"),that Lessee now have or had against Sub-lessee, or either of them, from the beginning of time until the date hereof. Notwithstanding the foregoing, Sub-lessee shall remain responsible and indemnify Lessee for any property damage to Lessor's property caused prior to the date of this Sub-lease Agreement which may or may not be known at this time. 7. Waiver of Civil Code Section 1542. THE PARTIES ACKNOWLEDGE THAT THEIR LEGAL COUNSEL HAS ADVISED THEM OF,AND THAT THEY ARE FAMILIAR WITH, THE PROVISIONS OF CALIFORNIA CIVIL CODE § 1542, WHICH PROVIDES AS FOLLOWS: "A GENERAL RELEASE DOES NOT EXTEND TO CLAIMS WHICH THE CREDITOR DOES NOT KNOW OR SUSPECT TO EXIST IN HIS FAVOR AT IRV#14965 vl -2- THE TIME OF EXECUTING THE RELEASE, WHICH IF KNOWN BY HIM MUST HAVE MATERIALLY AFFECTED HIS SETTLEMENT WITH THE DEBTOR." The parties,being aware of this Code section, hereby expressly waive any rights they may have thereunder. The parties acknowledge that they may hereafter discover facts other than or in addition to facts they now know or believe to exist, and it is their intention nonetheless to forever settle, compromise, and release all Claims against each other asserted in or arising from the use of the Premises prior to the time of this Sublease Agreement. 8. Sub-lessee agrees that as supplementary and in addition to any requirements under the Business Property Lease, the improvement of storage and scaffolding to be built on the Premises in accordance with plans approved by the City and the Lessor as required in the Business Property Lease, said plans attached hereto and incorporated herein as Exhibit"A", shall be built according to an approved City permit. Said improvement shall be maintained as required by City Code. 9. Lessee shall provide Sub-lessee with any notices received from Lessor under the Business Property Lease or any notice pursuant to this Sublease Agreement at the following address: Mr. Riff Markowitz Partnership for Performing Arts,L.P. 125 E. Tahquitz Canyon Way, Suite 209 Palm Springs, CA 92262 Notices from Lessor shall be provided to Sub-lessee as soon as reasonably practical and Sub-lessee shall have 48 hours from the receipt of notice to cure any default. 10. Sub-lessee shall provide Lessee with written notice or demand of any kind pursuant to this Sublease Agreement, which may be mailed to: David H. Ready, City Manager City of Palm Springs 3200 E. Tahquitz Canyon Way Pam Springs, CA 92264 IRV 914965 v1 -3- with a copy to: David J. Aleshire, City Attorney Burke, Williams & Sorensen, LLP 18301 Von Karman, Suite 1050 Irvine, CA 92612 11. Enforcement. Sub-lessee has previously occupied that property subject to the Business Property Lease without approval of Lessor or Lessee. Moreover, Sub-lessee has committed acts such that Lessor has inserted provisions in the Business Property Lease holding Lessee responsible for acts committed by Sub-lessee, including any legal fees incurred by Lessor. Accordingly, it is the intent of the parties to establish an administrative system for enforcement of fines, which can be imposed by the City through the City Manager or his designee("Enforcement Officer"). Only those offenses specifically designated at section a. below, and more specifically detailed in Exhibit`B" attached hereto and incorporated herein by this reference, shall be subject to fines. The determination of the Enforcement Officer shall be final, unless appealed in writing within thirty (30) days to the City Manager. The City Manager's decision on any appeal shall be final. a. Fines for Violation of Sublease Terms. Any violation by the Sub-lessee of any of the terms of the Sublease and the incorporated Business Property Lease which relate to any maintenance or use requirement shall be subject to the following fines,which fines shall be payable to the City's Downtown Maintenance Fund("Fund"), and any expenditures by the City in relation to its obligations under this Sublease shall be specifically restricted to moneys available in the Fund: (1) First Violation: Written Warning (2) Second and Third Violations: Twenty-Five Dollars ($25.00) (3) Fourth Violation: Fifty Dollars ($50.00) (4) Fifth Violation: One Hundred Dollars ($100.00) (5) Each Subsequent Violation: One Hundred Dollars ($100.00)per violation The above schedule of violations shall be calculated on an annual basis, and shall restart at the beginning of each year following the date this Sublease is approved by the City. b. If a violation of this Sublease is not subject to a fine under a. above, or if the violations exist showing a wanton disregard for the terms of this Sublease, then any aggrieved party may bring legal action to enforce the terms of this IRV#14965 v1 -4- Agreement. The determination that fines are ineffective under this Subsection b. shall require the City's concurrence. The parties shall be entitled to specific performance for any violation described in this Section b. 12. Default, Termination. Lessee shall have the same rights upon Sub-lessee's default as the Lessor has against Lessee in the Business Property Lease. In addition, Lessee has the right, in the event of repeated violations under Section 11 above, to give a 45-day notice of termination under the Business Property Lease which is binding on the Sub-lessee. Lessee agrees that it will not consider such a termination until such time that Sub-lessee has been given five (5) violation notices under Section 11 above,which Sub- lessee has failed to cure. In those instances, consideration of termination shall be placed on the Council agenda for Council consideration. Sub-lessee shall be given notice of the date and time of the City Council meeting where the decision to terminate shall be considered and shall have the right to address the Council on the issue, and show why the violations occurred or what steps have been taken to cure and prevent such violations in the future. Lessee will only exercise its right to terminate hereunder for good cause. It is specifically agreed that the assessment of financial penalties by Lessor against the Lessee or the requirement by Lessor that Lessee pay attorneys' fees pursuant to the Business Property Lease, if caused by Sub-lessee's breach of any provision hereof, shall be deemed to be good cause for termination. Lessee will have no liability to Sub-lessee for such good cause termination. 13. Insurance. In addition to all insurance requirements under the Business Property Lease, Sub-lessee shall name the City and the Plaza as an additional insured on its comprehensive liability policy to cover any injuries or damage to persons or property that may occur from Sub-lessee's use of the Premises. 14. Obligation to Refrain from Discrimination. There shall be no discrimination against, or segregation of, any persons,or group of persons, on account of race, color, creed,religion, sex,marital status, ancestry, or national origin in the enjoyment of the Premises,nor shall Sub-lessee itself, or any person claiming under or through it, establish or permit any such practice or practices of discrimination or segregation with reference to the selection, location,number,use, or occupancy of tenants, lessees,subtenants, Sub-lessees, or vendees of the Premises or any portion thereof. 15. Conflicts of Interest. No member, official,or employee of Lessee shall have any personal interest, direct or indirect, in this Agreement nor shall any such member,officer, official, employee,agent,or representative participate in any decision relating to this Agreement which affects his personal interests or the interests of any corporation,partnership, or association in which he is, directly or indirectly, interested. 15. Non-liability of Lessee Personnel. IRV N14965 vl -$- Lessee Personnel shall not be personally liable to Sub-lessee, or any successor in interest of Sub-lessee, in the event of any default or breach by Lessee or for any amount which may become due to Sub-lessee or to its successor, or on any obligations under the terms of this Agreement. With the exception of the above noted revisions, all remaining terms and conditions of the Business Property Lease will remain in effect and the Sub-lessee shall be bound and subject to them as to the Lessee as well as the Lessor. IN WITNESS THEREOF,the parties hereto have executed this Sublease as of the day and year first above written. "LESSEE" CITY OF PALM SPRINGS, CALIFORNIA, a mun' ipal co David Ready, City M a� ATTES City Clerk APPROVED AS TO FORM: BUF,KE, WILLIAMS & SORENSEN, LLP avid Aleshire Ci orney "SUB-LESSEE" PARTNERSHIP FOR PERFORMING ARTS, APPROV T LP, a California limited partnership, by Rifael SLOV Y, LLP CorporatlN General-Pa�tner r David L.Baron z�---Riff Markowitz, President of Rifael Attorney at Law Corporation [END OF SIGNATURES] Cau?G''�C�Ch'V= 7:u Isy,eo 1�•paJ� <<��'J a`'a�'�(�`L➢B��C'°�J[l W)11 r rr Spy// IRV#14965 vI —6— • aep US 01 091- 31e WEST DIVISION ENGIN@EQING 1 -GSO-692-1@B'/ tt961 p• 1 SAFWAY SCAFFOLDING WEST SAF WAY DIVISION EMGINE$RING 1626 ftHlas Road zt flurUngame.CA 9t1010.2302 hap-1/wwwsafwsv,cam To: /4I4Hrcv-vj 14�1— 6 Boa From: Ar{ It Company: Date• -40 f Phone c Phone#650.692-1866 Fax#:_ . G 1. Y©/- YvY Fax* 650-692-1857 Subject: Fe 1/ fr.c' Pages: � � Qagd(i) total;including tfits rover sheet FCr 51'Q e- ' Cl rn �r+naI 46-1 s. ZSG * utut Cet�tnTtoad liar' &p-e'ty ort(A JL.tt! ^mrr 'PC it 5c*46ilcEr - yki i Irs w r ty4 tcoM t`t a u�T cec H c1 by *ftt_, fff��G„1tf�f�ts�i[ c.�r scralw/rrs g- 2:f 170G ot� %rmtdervhH%l Uag&:: - _ tC we. S'a.Iec The- i.ATD `k 77imes eap 04tc111 or- W, AL 22ba_ :[. Fwc]Qa a� CIr�e7'i zas = $SG r y n _W{ct�h 1i �J1 .12' tri•,n� ..}'6ta wi �4 eGt�wa��rt' Qxl u.tot�l�rivr Sty 1 I CITY S BUILDING DIVISION I EX �-r l3/T rT JSTOM6R Pala,' s "—'� S 1-C I_S _ _ __ CONTACT 30 NAME MW PHONE )DRESS— FAX 2000 1, 13C�Nf3G , RC�ti11x.e3 12.6 p s� rroG La 7l.T 5T'o reH� C• SA-CwA., ALI- AL'um "'Iu111 .To1[T ow '7L gpHN wlll �^ svppo,Y� a uwltorut� Loa d o -� 176G lip. p..H. -cr. 11 ht.1` ,Mrzc Spaccef n- n-rwcirnunt (Q� Z/ We o'.�JC/1}tg.�%p(a1ffc /ac(/♦,�A{3µ1$? L4 ryR cc] . SAC Alt sres e r>��:ss bcancn - w 11 s ,ppe«T a u. t4a,n locaJ of ego L6 G tz(;,'"SA S15tr—CKS o.w gas L6, $So GI += C zoo + L - S.c • -+-f s�af►t-��Bjvo lkOt SV? W to '6 " VcAt;ccl walff l Sip po Rr 40001 — J1.. tiu'% Lµyoui i7• will Svppcft ' 2ff aq Cr o� dec% Iz6 pc [• oe1, 3i co L65• 1v5 Ps F)u� 3,s4a cos ^� goo l�• t�k.ayC - 'ram�« .�r.� ss i•.l� 1pa.d . SStoly9! LQ L m ESTAELISHEO 193r; 01vu CAI. • ONE SQ[IRCE MAST IN'JAFm EQUIP NT & SERVICE' SAFWAV 8 0-499-3600 Renlnsula • '9CAFFIXDING Aoo* amy 93 0-T4�- 43SI 7 1626 ROLUNS READ • BURUNGAME,CA fl4010 ' 4OM 0tEAL COURT • BENfGl,CA 9451C www.snfvwaiy.com .`- 5ap 06 O1 09=311I WEST ❑IVISION ENGIMCCRING I -GSO-699-1057 �801 P J • �APVYAY , SAFWAY SYS7�MS'" TECHNICAL MANUAL 4+yg i ~ i POST SPACING STYLE 1 CENSER LOAD POSTSPAMN ""1 a,f'— I � VNIFDRM LO,ttb . 4� CENTEK L4Av STYLE It UNIFORM LOAD FA HRACINt?R{f1G S£7 aRAQNG RING SET Safway Systems' ,Truss Bearers (STB) Style I and it Part Styla Post A14WML-te Nlawable Uniform Load « Number . $padng Canter Load lb, IbIfL ST86 I 6' 1,876lb. 3750 625 ST87 1 7` 1,650lb. 3300 •TO « STBB II. 8' 2,200lb. 4400 550 STB9 It 8'. 2,200Ib, 4400 488 NOTE: StYle 11 Tru+s bearer must be bracetl V 0*cent Truce 8eam(S at CeMef ring set wh*n cupponnp vertical Load �r Post SPACING. STYLE III CENTER CONC6NTRAMI)LOAD I UNIFORM LOAD f RE ING PI Le � I COVPLINC PIN(SCP} t S"Cwo RING SET tftACINO RING M Safway Systems- 1rusS Bearers (STB) Style IN �• Pert Po$t AJtowebIS Canter Aflowable Uniform Load r Number Spacing ConcpntrWetl Load lb. Wift ST810 10' 2;200 lb, 4,400 440 i 9TB12 12' 2,200lb, 4,400 367 M14 14' 1;500lb. 3,600 257 3TB18 ;8' 1,800(b. 3,600 225 STBta 16` 1,800lb, 1 3,600 200 NOTE: StyN III Tru7i HNrsr mu:S'bq Mamtl.to StlJapMTnl{a 8epa7 St both ruldfp ring rretc when suppo"wrace(4oad4, B-B SAFVYAV SAFWAY SYSTEMS'" TECHNICAL MANUAL 4198 0 Safway systeMsr^r Vertical Post.(VYf) RUNNER BEARER l Unbraced "MaXimum,Allowable Post compressive Load \i Length when rated for scaffold use (L) Lb. 7' 4,000 UNRRACED 5,950 POST SPACING (L) 3'-6" 7,300 Vertical diagonal must be Installed al'same increments as (L) "Load is based on vertical diagonals . connected to posts at;bearer/runner ' connections. COMPRESSIVE 41 LOAD Safway SystemsTM Safway Systems- V.ertical Post Coupling (SCR) (SCP) Modification (bolted) f i COMPRESSIVE LOAD 1 �Allowable Tension Loading_ . 2,000 lb. Allowable Tension Loading Post connection(SVP)components 3,50t1 lb. (see exploded Wow P.Ve A40)are .If scaffold is suspended;h, designed to resist nominal tenslfie 6oupfing must be modifrod as loads,such as those created by, ' Mallows: 4011 andror overturning bads. Remove wisp buttons supplied with the SVP posts and replace {(�. NOTE:(Khan suspending with a 3/8"- 16 NC x 2. W Ig. s (hanging)scayO4 OW coupCn9 hex,hd,bott structural grade 5, (SCP)must bo modi/ed as shown 316"lock washer and a 3W-16 at right. 'NC hex,hd. nut. ll B-1 Sep 06 OS 09: 31a WEST 21VISION ENGINEERING 1 -650-682-Stlb'1 (bul p..y AU Allowable Load Crt Simple Span •lnteraBy Sr4 ed Safety factor t12.Z: 1 For Slab Support Equ411y drfb*UW laid D;.QOm 1kmg9d.10 L/M W Itmlr on defle0on up to 1 1l2" f NM Nk*v ACNO CM MMUG AOWQI contr0)Hnq span 01.) . Load IbsJft ►aW lb".) oe vgrU e1(h) F*(90 2 .5.2 u3z a 5.m 122 _ 5 2.0 A,2DO 1032 S 4. 1!' ' . 'O. w 1116 i V10 S ,5 3,600 vie 6 TO Vie 5 4 2.d2S 1 k 111 a Z, 4- 33 111 i 2,515 ' m 3 4 . 101 : 1nf 3.100 x14 S 5.5 I MV4, ,Y x1d M .6 1.Z7T• 1.25T Y10 M ,� 4T16 M4 413 7714 M 42 *d6 12 M 456 WIG M SM7, via, 5ro M 10 a55 fda $31 11116 1n 1 5 3% u 462 314 M 11 ' 1 Y493 440 1&* - M 11.4 1 401 Tit 12 152 3A 1 M IV5 135' !t 1 M of O 314 t V5 M 13A . 107 .Itd 0 21 1 1!4 M 4 90„ 7Ttf 0 271 Ulf M 14.5 6r M 253 7 me 1 li 17Z 0 2�4 1 1 M 16.5 1 12 0 gm 1 va 0 15 44 Olio 0 'NO 1 112 0 14.5' 54' W14 0 1f0 1 vi 0 17 63 wt6 0 142 1 12 'iTA 40 1 124 12 0 Id 45 so 0 113 1 12 1" 42 101 1 12 . 3d ' Yi 0 1 02 P 14A R 1 i/t F 11H6 M 1 12 Ali 11 11/14 1 12 0 1 0 61 1 21 1V16 0 55 1 12. 0 22 26 x4 0' S 1 12 1%-1T,Tx" S.6M7Y 4"(WP)•6s20hi`3 M+f«wn0Mr dml . E+Ia.OMO, 00 0=Wn7ww AMVVOU3 62 Abw4hWv*UWmv— AU 4t1M5ela M1P/BMad Wl` JJMiefIs Ajw*nvfl�•.W&V41061.Te U%W St4N P"im lam wawnluy vim-.bk.kv NI{n1e4M WY Od-!I "W6 3u al 12x25p WEST ➢[VISION ENGINEERING : -g„Sp-632_1057 CUSTOMER I '� • P c " S .n ti o7 s t o I I c s ccNrAcr JOt NUAF • _ PM7NF ADDRESS_ iAx sobs lRCfur�e, xequ�s..�6 IZS psi �rvt Ll.11,r $T'bR-w+� e. Y-rple,+( bnti Is S� wl�o 7` {.o,v.3 . SA WR-1 AL,7 - A.c..ml hr4 rn XG 18T olv '7 ' spAn will svppon.T R u1ui-Cwwl,. lo4d 04 7gc b p..n -c ,4N Amc 5pactJ c- fr Xmlwol 0� L 'Wc 1. get L� p�k fir- 4w ion „ 1.a4d. SHC'�.+.,,� LTgd e' ih:.�r �GaRCR. - w�I� st.!aPonj a uw1 +•m � ovia� o+ Sao lL pcn �t • $T-68 ie sKppvnT-I Nl 74 �P," a �rcjc. (W (Zb per,,. Q hb' ill. $N Fw n•1 SVP IU - 101G vcw TlC a! Wl �l gimp Pan,T- Np OOG6- (w 14ilt LAyvur it will svppon. r le' aj Fr of ciccic CL Me p r on. 3Poo Lbt. w W }O K v- O OF CA41E� rsrAeus7o[sae ONE CAL • O/1fE SOURCE FYIST IN SAFER/ E011lly NT a SIUMV/CE SAFWAY ttinInvulw S 0-ACPS-316Ca tcAr:FALI Swat +.r 8 O-7'42-�+'#. 81 T 1520 ROLI-IN$ROAD UV BVPLIN(tANE,..^.A i901O 40728 TEAL COURT BENICIA,CA 94s 10 www.iafwimy.com r H.L U' Sell 06 Ol 08:32a WEST DIVI510N ENGINEERING I -G5[3-dy8-ltfs'r Ibbl p- 9 BAltWAY y s, SAFWAY&&W LOAD CHART GUfDE 4199 Safway ALJ Aluminum Shoring Joist Wet Conetrae Shoring(2.2:1)Safety F,ctor SPAN Allowable Unhrni Load Controlling Span pbs.11t.) Ftlaw 2415 S 6-D" 1225 D T-(r 77o t) &' 515 0 g'0" 360 D 10'=D 255 0 11'•D" 195 b _ 12'•0" 150 0 13"0" 120 n 1a••D" .. ti5 D 15'-Q 75 0 Controlling fa=r S.-Shear 5 r Sending 0=Deflection ' i Refer to genual notes an page 1 before using the inforrriatim on this page. O 7DDD Sehny Ste1l Piodutts Ina AA R1yn 4 nrssrvsd. UyD ORN 2133 91 wi Uu2 Engineering Data ie- .2475 �--.940 OEPlH TIT ZEIT T T 1 Weight Tables Wt.Ini.bs,./Par3q.ft. Type Wt/ Open Type TB-626 Size Depth Sq.Ft Area TB- 40 Size Ddpth . ; :.•Sq.Ft: ,•''�Ar9a - '�6 2.6 47.2% 4 1 in. 3.0 20,8% fi 1CF 1n. 3.1 47.2% 6 1Y4In, 4.0 20,8% B 11h In. 3.3 47.2% 8 1 Ya In. 0 20.6% 10 21n. 3.8 47.2% 10 21n. 4.8 D=�flctinInIu lb./sq.ft. daio n Safe Load Table for Type TB-626 and Type TB-940 Theoretical values based on C.aafe Concentrated bad,lb./ft. f.12,000 PSI,E.10,000,000 of grating width.at mid-span Safe-T-Grid Alurritnum Grating Bars 1%v O.C. pal,grass section of bearing bar. 'Pbp Span Size Depth Type Filing S/FT UFT No. width 2' V-6 X O 1 3' 4'-0 4'.6 1 V-0 1 51.6 61-0 1 61-6 1 71-0 1 81-0 G 968 63Z 439 Z47. 196 1 158 130 109 4 1' T86264 ,626 .494 .260 0 214 A08 }NB .547. .692 -855 1029 1.22E C sea 790 659 9 1 494 439 j 395 359 329 0 .109 .171 ,246 .436 .W .684 a27 .984 U 1080 6l8 471 265 209 159 140 117 4 1" 789404 .M S30 .309 D .123 .193 .276 A94' .M .789 1 .933 1.104 C 1060 848 706 b05, 530, 471 424 383 3S3 D .099 .154 222 :302 .395 S .517 .746 1 ASS U 1522 974 878 7496 3s0 553L. 243 201 1 169 144 6 174' T862649 .626 .761 ,SM D .109 .171 X45 1334 Ass 1" AM A24 1 .982 IASZ C 1822 1217 1014 .069 761 676. 008 553 1 507 468 D .087 .136 .190 :267 A49 .412, S45 .660 1 M .922 U 1750 1120 777 s71 437 345 231 1 104 1B9 6 .,A- T111940-6 940 .675 ,6S2 D .097 .151 217 ,29e ,886 A68, :.604 .729 I See 1.016 1 C 1750 1400 1166 '1000 875 777 1.1 635 583 538 D An .121 .174 .237 ,309 '391. &9 S84 .695 .016 U 2036 lW3 904 6p4 SOD 402; -1325 289 226 192 166 8 1K" TH626.8 .6Z6 1.016 .79S D A92 '144 '207 '282 .3 7569 A67. S .697 .629 .970 1.17A C 2036 1625 1357 1163 1018 ,:614 740 678 1 626 581 D .074 .115 .168 .Me 795 Zy3: i .558 .563 1 .778 .902 U Z380 1327 1060 •779 396 .47IJ ,tM1 315• Z65 I 225 194 e 1Vee 78940-6 .M 1.193 1.C50 D 1082 AZO ASS 1 250 .327 ,4114. ,'is 0 .618' .736 1 .881 1 Ms C 2386 ION IS90 1 1353 1123 1%1080 '.954 867• 795 734 6B1 D .065 AOZ .147 1 :200 162 .J3f -A..08 ASS S89 1 .691 1 ,601 U 3142 2AID 1396 1 .1025 783 =502 413 297 255 196 10 2" TB626-10 AM 1.571 1.618 D V70 .109 .157 -214 279, SSIC A36 .526 .FSZ9 -.737 ASS 1.116 C 3143 2513 E094 3795 1571' .19,96; .1$SQ 11 47 42 :10 -906 8➢7 785 0 .056 .087 .126 64:.171 224 B3, 'v9 .A23 ,:M3 ..590 .684 .894 U 3746 7bD7 1604 .1223 936 739p ',.+.6D4 495. F.;416 •+39d 305 234 10 2" TB940.10 .940 1.873 2.148 0 .063 ,098 141 '.192 251 .318 f:£,@1. ..475 :'4589 ':663: .788 11.005 C 3746 2998 2467 :3140 IB73 1Q64 d4,98 186E 72 88 1152 I1070 D36 D ,050 .079 A13 .134 201 '•.?r54, •.L14 �:380 M.452 -.531. .616 .304 NOTE:spans hated In:he blue area produce a deflection of µ'or less under a uniform load's'100 pounds per sq.ft.This deflection is recommended is the maximum to provide pedestrlan comfort.It can be exceeded at the discretion of the engineer.All deflectle7s are theoretical and are based on standard engir"rin9 Practices.They ere provided for deslgn selection only and should not be c0nsldered as absolute. 154il LA use, -ru n2z- I 'z • 9-10-201 d:09PM FROM PALM SPRINGS FOLLIES 760 864 6628 P. 2 DIVITION ENGINEERING 1-656W-1857 (6C) p,a tell load- OARts(Cf •,A beak jim a oT' ry' CSc,,.�,w44 C6'f'wwwm v•o.l"fc�lv ti , `�OA't {T 4lT Y�/e, W/o�l`rv � Ik I�,B, �Y.F1'• �sL 4�Fi(C� M �PQ� ton t&- 14v Loed uaaoli0 ba tolltG* ow Tl.t d�4� Loa. <1►i�s(yro aF: 3 51tR7 y�,e. (k 6f?wY la ,4 fS eG ACI j4 .O Zof LL T64s mnvo-c"apn rw2,•.n .fed L•S ��rl �� %74, L6s , RECEIVED . S E P � 0 2001 BY:_ ----�— �usTNrvin oNiE CALL • aNe S0unce itOU/PMtn►r ,� SISRV/CE $II►fa'WAY ►.ainwlw 80o-495i-.'SaQO• xw«sen Ift4nou.wOPIOAQ unuHalMe,rlwaole e.scs.a 80o-74ZL•$$77 �972tl T6AI.00UAT • {Ia+!Cu,CN9A510.` 1NYYYY•sit}w5�r.90�ri , GO UVIS ENGINEERING + • C A L I F O R N I A • E-MAIL TO * SUPPORT@GOUVISGROUP.COM . SALES@GOUVISGROUP.COM CALIFORNIA September 20, 2001 The Partnership for the Performing Arts L.P. 113 South Indian Avenue Palm Springs, CA 92262 Attn: Dan Jardin Re: The Fabulous Pahn Springs Follies Scaffold Footings GEC Job No.: 20008 Dear Mr. Jardin: Pursuant to your request regarding the above captioned project,per our phone conversation on 9/17/01, we submit the following: Follow the attached detail "A" for the connection of the scaffold to the existing footing at the west side of the alley, and detail`B" for the connection to the added pad at the east side. Note: Please verify the above with the building department prior to construction. If you have any questions,please do not hesitate to contact this office. Sincerely, pFUsloN GOUVIS ENGI Ne RNIA „+ -,..,.fxp.3/31/05 / Saeed . Bekam r C I V\\ nd Frangie President 'TFOF C��\FOB Projec Manager SJB:cb Attachments: (3) 20008 GOUVIS ENGINEERING GROUPOF COMPANIES WITH OFFICES IN: WEB-SITE. WWW.GOUVrscxoUP.COM 4400 CAMPUSDRIVE, SUITEA * NEWPORTBEACH, CALIFGRNIA 92660 * (949) 752-1612 * FAX(949) 752-5321 2150 EAST TAHQUITZ CANYON,SUITE 9* PALM SPRINGS, CALIFORNIA 92262 * (760)323-5090 * FAX(760)325-2863 FIELD OFFICES * SAN DIEGO * PLEASANTON * INTERNATIONAL OFFICE: VIETNAM Sht 1771 GOUVIS ENGINEERING J.N. G- Date Client T fiw Lod is P*A soroolks rz;W66 IF 1 11 to-4- of S) s�n� I/X N 7'7Mt ,O-o 47' qwW (16wM� 0&0 6�1 eo s b 3�)ZO GCub�i44 1�077-A14 e �I 15'm X 42x 12 = EW� RIS7-tAIG J �Y�itJ� l2 k I I,,- 3`� DAM v4 s tR � 4 7 �2 3l0 31 , - CM0 M 4-' rya, USE Op WM cc iD b. ��.. 10 &Ley cJ0 DTI-( u �r pep-- ICts�n�r �� �rC 90STI-44 rod r,(A)4 I�o2Y4t- }-2 yX BAYS AT 7 42' ALJ"24 CJC w�A ZVI 7 SHRB STR'eALL ISCAFFOU iE3 r LEGS_ 9 BRACED TO WALL f—SVP 10 —Y - f STSJI —r • PLAN VIE SECT A•A �°4,f,1 • SBK 2 1 S T�.? Q�pFESSIOry,� m NO.2 eraucNkR`Z� M \EO 1, SECT B-B i S AY SIFD_ SAPWAY iAOT05" - PALM SPRINGS L SCAFFOLD DESNINED TO SUPPORT 10 PSF. 2 THE CUSTOMER ASSUMES RESPONSIDUI7Y FOR OPEN BAR GRATING'. FOLLIES -- .-WHICH WILL BEOROVIDED AND INSTALLED BYOTHER&-- -. uGHI'DMYSTORAGEAREA SAF WAY SAN DIEGO . 'rnpun D- sw nxattG � xraenar AUERG�-200I I^SAFw.�1�' EXHIBIT`B" FINEABLE EVENTS PURSUANT TO SECTION 11 OF THE SUB-LEASE The following activities by the Sub-lessee in or on the premises are examples of events that are or would be subject to the fines provided for in Section 11 (Eleven) of this Sublease: 1. Failure to complete the scaffolding based structure in the alley, as approved and permitted by the City within 15 days of issuance of the permit. 2. Any form of construction,including sawing,hammering,pounding, spray painting,welding, and other noise producing construction activities that are audible and disturb the occupants within their premises. 3. Storage of flammable, toxic,radio-active and other hazardous matter. 4. Uses that emit dust, smoke, fumes or odors into the atmosphere. 5. Radiation harmful or hazardous to any person or property or which interferes with any electronic equipment. 6. Refuse disposal or other waste disposal or sewage disposal in any manner not in compliance with the Business Property Lease. 7. Any modifications to the adjoining buildings and property without the property owner's permission. 8. Any nailing, fastening,or otherwise attaching any of Sub-lessee's property to adjourning buildings,roofs,pipe lines and utility lines without property owner's authorization. 9. Depositing,tossing or otherwise disposing of trash, debris and other material onto adjoining properties' roofs. 10. Blocking and/or obstructing the 44 inch width of the north portion of the alley which has been designated as the required minimum clear passageway for other authorized users of the alley and for fire escape purposes. 11. Storage of sets and props on the second level of the scaffold-based structure in such a way that such storage obstructs or otherwise renders IRV N14965 vI _g_ useless the required fire sprinkler system, thereby posing a fire threat that might, could or would affect adjacent properties. 12. Failure to repair and maintain the entire alleyway to keep it in a clean, presentable and safe condition, with the understanding that since there are other authorized users, such users shall be responsible for proper containment and cleanup of their trash, waste, debris and repair of their damages to the premises caused by such other users. IRV#14965 vl _9_ Sep Ub G1 09: 318 WEST DIVI51UN GINEERING 1 $50 5 a SAFWAY SCAFFOLDING WEST SAFW'AY DIYISIONWGIN$ERING I626 Ramos Road ."* .. - x BuriluQame, CA 94010.2302 http://wFnv,Safwsy.ccM To: 11 / 4- 1— 6 Boo From: �Iliy It Company: Phone #: Phone#650-692-LS66 Fax#: �' ! Y©/- y�'�/ Fax# 650-692-1657 Subject: !-O Pages: pagtlM t604 laeludlag this cover sheet srg e- cl rnwre aal r SON uwt �ent�, Sand - -..... a Ls. Wtt�_ . Fja k a + .*LitL ? •Mt:} 'Coot L"t bM tht- fGiGlt%g c t g�0O�ISJ CKh.hicc�f w4 a., ^rgva^grrc ct_ ?:( FOs o0.- 4T!tueruretai Gogoltg s ` t� Vic. lee Ties .iiso rimer q u..WG Firnc to gnu„-e, At411 e Zt6G L�*C - !� w& 7.260 AL use a 2.6 `I Fxer-vl e4' rk�e7r' I r y- p , Witt nh t% m fw1ee M4 ria t;i3wa( t+t" t(;tlte�cY t tls irv� UV r.LV St2 G U10LOiNGDIVISiON 6 a e ( It a J57�)AaER P�}'t1 C Ywo rG 1 C CONTACT__ 1E NAME PHONE --- DRESS FAX .'"4000 tI�C�U13G , 'Ke�tiitx.c5 12.6 ps� �oL LIZl,r ST'o RJi� G GAI WA,, ALS ' 4Lu 1 t m Itl; "Ijl TotFT PN r7 tpAN wlli 5vppo+ T m Uw borut Lead G 7Ea4; ti, pah -cr / / l�LrrF2C S�i Cl:CC� CL !1`YN%(rtt U<'11 OY Z ;r - `Lj�f 4PR.I'T iLoc /. B qp C �*C�4Mi,.0�d Ra C'..KRS"1 746 .l((mvlc�lf.- I.e/V�•` SgGs Ii���� St1 �u,�y STeB e' Tn.uss .baancn. - will s �p�o ..T a u,..� �m�n � ocl �) o� sec Lt, pen �'t - S713S is Su ppoftT—y 7 parr o p 0 I26'4 o a rig- L6, 55o GF � Zr Zoo '- sv.P ,a ci< ,f suppc �,r 400 vil•� Lµycu ,, well 5vpyaoar 25' a9 Lr a� �Ccrc lzs (�G � Cn. 3d ao L6s . Sysr�aprS' `4-A H IP aNIL J' ►UCTUFI� \P OF CAltF�4� g1 ESTABLISHED 1930 (]NE CAL. ONE SOURCE FIRST IN SAFETY €QUIP NT & SERVJG€ SAFWAV Peninsulas 0-499-3600 O SCAFFOLDING hP*t BwY 0-74=-S8-f 1626 ROLUNS ROAD • 6VRLINGAME,CA 94010 w.sal'w nl y.cal'1� 4072 STEAL COURT • BENfG1A.�CA 94510 w w .1 6fp 06 O1 08: 33a WEST DIVISION ENGINCCRING 1 -6 692-1657 'GSJ ,..,P• Lj •A1PV1rAY SAMAY SYSTEMS`" TECHNIC I L MANUAL 419e + POST SPACING STYLE 1 CENTER LOAD POST 6 ACIN UNIFORM LOAD iTi CENTER LOAD STYLE ll UNIFORM LOAD —tn"'I t. f BRACINp RING SET eMCrNO RING SET Safway Systems^ .Trues Bearers (STB) Style I and n e Part Ste Post ATIOMble Nlowable Uniform Load M Number 5p2dng Center Load lb, IbJfC ST86 1 6' 1,8751b. 3750 625 ST87 1 7' 1,6501b. 3300 A70 STBtI 11, 8' 2,2001b. 4400 550 ST89 11 8'. 2,200 1b, 4400 488 +1 NOTE:Style 11 Trus;Bearer mutt be braced to adjacent Trusa Seerers at arraer ring �1 set when supporting VenlCal toads, « r POST SPACING STYLE 01 CENTER CONCENTRATED LOAD UNIFORM LOAD i REMOVAULE 41111.1. COVPLING PIN(SCP) ORACINO RtNt? QRACM RING SET ,? LNIL y Systems- Truss Bearers (STB) Style III M Post Movable Ceter Allowable Uniform Load r Spacing Concentrated Load I r io, 2,200 M. 4,400 440 Mr 12' 2,20416- 4,4p0 367 14' 1;8001b. 3,600 25716' 1,800Ib. 3,600 225 18` 1,8001b. 3,600 200 III Tress eearer must be braced Cq adjacent-rruaa Hearers at both tracing en suppOttiny verticW IUedl, B-� s,nFwav • • SAFWAY SYSTEMS"" TECHNICAL MANUAL 4198 Safway Systems- Vertical Post `SVP) RUNNER BEARER / Unbraced "Maximum Allowable Post compressive Load Length when rated far scaffold use 1. (L) Lb. 7' 4,000 ttNeRACo 5'-3" 5,950 POST SPACING (L) 3'-6" 7,300 11'-9" 8,100 Vertical diagonal must be installed at same increments as (L) "Load is based on veitcal diagonals connected to posts at bearerhunner connections. COMPRESSIVE LOAD Safway Systemsn" Safway'Systems- Vertical Post Coupling (SCP) (SCP) S Modification (bolted) I I cof ESSNE j LOAD Allowable Tension Loading i 2,000 lb. Allowable iansion Loading Post connection(SVP)components 3,504 lb. (see expWed vlow page A-10)are If scaffold is suspended, tn= designed to resist nominal tensile alupling musi be modified es loads,such as those created by, follows: Uplift andror overturning loads, Remove snap buttons supplied with the SVP posts and replace NOTE:When suspending with a 3/8"- 16 NO x 2.1/4"Ig (hanging)scaNaid, the coupling hex. hd.bDh strnctunal grade 5, (SCP)must be modified as shown 318"lock washer and a 318"-18 at right. NO hex,hd. nut. Sep Oti O1 G9: 3Ia WEST *,IV1SIOf+ ENGINEERING 1 -650-692-1tlS'! kutil �Vp y • AU allowable Load C• Simple Span •Laterally Braced SafQty factor x 2.2: 1 For Slab Support - Equally dlatribuW load Dallcdton lkn O to L!M No Emft on delectlol up to 1 11V seam =;U-9i Actual Gol+trelplp A1lawsd0 ACkmi control@nq Span at) Uad 1bsift,) Faeux Load ptlaJrt.) 00soticn(k%) Faolor 2 7.2 U32 i Sim 1l32 S 2,0 - ' . '3.500 +PIG i , Ulu S 3,! 3,OW Tiia i!'Id 3 4 V16 11'4 a 7,s53 1HS S a Tao 3fif 2.100 via 5 4.6 1 a116 1,7 3116 M .e .1.21R 3114.. a -• -' 1,{ ire M a,4 451 ' 1.br Yid M 7 1(4 A 1, alto M TZ a. V4 O W Y3 M a 613 1!4 7111; M d.s 42via 0Tad tr2 M fVie 6Li M 309 Ltd 5YQ M 1G 2W d 431 IWO M 1 5 Y{ p 492 314 M 71 1 Yf ---W 13fie M 1.a t rot rf 12 152 Dr{ 1 M T2•0 13S' /t 13 120 a O 314 1 33 M 139 107 'Ha 4 231 1 1/4 M 14 Via 0 271 1 3J1i M 9d„ 14.5 64 Yrt 263 1 ilif 1 7a in 0 236 1 1 M 10.a 1 1n 0 2m 'A 0 is .04 W10 p 1a0 1 in D WE 5a Wic 1 +rs D 17 53 WIG 0 142 1 Tr2 '1bd 42 *16 D 12a 1 112 D td 45 S3 0 113 1 'Irs 14.0 42 drf 0 101 1 in Jd Yf 0 1 V2 0 110.a 1 0 d2 1 trs 1f 11(16 0 T4 1 1/2 V 31 1Vta _ ._ 1 irs 0 !1 0 51 + rsrs. 2i 1111E 0 d5 1 1 25 5 1 tfd 17.736fd"1 S-ONK sK(WPJ W 6m W3 M�pnAtq MrmMt E+10,00o.000O0 0�Ow"sa'dn Apo-2.703 m6Z Nbw46Y V A fNzw its. w5fot w�.o p1 AkmbM M w f,dJ7 a.454 6*74Y M"d ALJ 4t.al 1W LatimgC BMMd MSWW V IW*vrt,43dy ldfl-10 £�M1wy Sltal i'roeuca lnc auWi.i..n:Vo,m.6a�!or lnitrtWl vs.w,iy Od-!� 01 12: 25p WEST DIVISION ENGINEERING V I-692-IB57 [66I p, 6 cusron�a I rEt._ f"o� � to s � o•*�_8-.29-D I ____ JOY NUIF — P#NE AOORE55__ FAx zoos lRcruf3c. zcqut�c�5 0 a G px� fivt Lt �hr $ranAaZc. 1Yptaxl 6^1 is B' wj4% 7 ` to, r/ S�wN.( AID - KGLr m, lht 4171 Xo tiT tlN 7 ��AH Wlll SV pponT R uN�tG IEAY� l,o o c( n •� 766 4 poly 4ri .4c:Arcc SpQCCJ a rh' rXI WOI c� Z Wc t, c,vpi+b�c e� Cos Q. , lb1vm load. 5HrwN•, Bred a' rn...,R bcaaeA. - wLO st,r,po. T Sao �6, �cn dr - sra& is skppv"1-1, j 9 �p4 v � a(rcl< ra $H Fw A% 54p to - toga uew TtC¢� WI (� gyppen,T' 400046- (h Oki" LAYouI• it wt(l s ppoo t 26 a� Gr of dee�c 4Z ILI: poc, Ch 3�;-oo l.us (f'r W � OF MABUSHPD Isae ON4r CAL • FwsTInsAF�v ONESOfJRCE EO(!!i� NT d SE/�y/CC 9AP A wonln:ma 8 O-d*99-34500 60AFFOLGryfi 1620,AOWN5 ROAD • BURUNGAMh ,.^,A 04010 lcwaY rlar 8' 0-74.2-301 7 4072 8 MAL COURT • "NICIH,CA 915 t0 HUC U Sep 06 01 09: 32a •WEST DIVISION EnGTr4FV2ING I-6 6y3?-113b'7 nbbl p. v SAlrWAY wxurertnrnoauer:wc SAFWAY&L'AMLOAD CHART GUME 4199 Safway AU Aluminum Shoring Joist Wet Concrete Shoring(2.2:1)Safety Factor SPAN Allowable Unkartn load Controlling Span obvft.) FSOW .. 4'-0" 2415 S b'^0" 1935 $ 6.�, 12Z5 D 770 D 515 0 g'Q" 380 D 10-a 2e D 12'-0" 1b0 D 120 D 1a•^q^ fly D Its 0 Controlkng factpr S=$hear 5%sendng t7=t3ef!ec6on Refer to flenanl notes on Page t More Living the infim+ation on rds papa. 1M Sahvey Steel Products Inc Ail Rig*rewyod. A1DD ORN 7133 11 LJ UUL Engineering Data III" T [�'5616 --.� .2475 -.940DEPiHFP7H(SIZE) -ITsi 1-IL1Y."�I �ti6"�'1 Weight Tables wt.In 1.bs,./Par 5q,ft. TYppe wt./ Open Typpee I: ',1 wt./ :�.Opan . TO-626 Site Depth Sq.Ft. Area TE-940 Size 1 Depth ::•Sq.Ft. ''lArea .828 4 1 in. Z.6 47.20k I SA 4 1 in. 3,0 20,891 6 1'A in. 3.1 47.2% 6 1 ya in, 4.0 20.8% 8 11h in. 3.3 47.2% 6 1 Ve In. 4.3 20,8% IC 21n. 3.8 47.2% 10 2in. 4.6 20.6% o=a flactiun in Inch lb./sq.ft. Safe Load Table for Type TB-626 and Type TB-940 Theoretical values based on Cmsafe collcantrated bad,lb./ft. f-12,000 PSI.E.10,000,000 of grating width.at mid-span Safe-T-Grid Aluminum Grating Bars 1%r G.C. psi, gross section of bearing bar. She Depth Type rilnge S/FT I/Ff Span No, Width Z'- 216 3'-0 3' 4'-0 W-6. 5'-O 516 61.0 6'-5 7't 6'-0 U 968 632 439 247. 196 158 13C 109 4 1' T66Z6A .626 .494 .260 D 214 ,30e .#is .547 . AIR 855 1.029 1222 C Sall 790 659 56S 494 439 395 359 32D D .109 .171 .246 05 .438 w .684 .627 1 .9aa U 1060 6-78 477 265 209 169 140PSS3 4 1° 76940-4 .940 .530 .309 0 .123 .193 276 A94' .624 •709 .933 C 1000 648 Mel IRS, 530 471 4Z4 395D .099 .154 .222 :302 395' .5 0 •617 .746U 1522 974 676 ,4s6 380 300'� 243 201 144 6 1V TB626Z .526 .761 •502 0 .109 .171 .245 ,334 ASS .9$E; .681 .824 1.152 C 1322 iZ17 1014 .969 761 676, 009 553 468 D .087 .136 .196 .267 A" .442. .545 .680 .922 U 1750 1120 777 1 571 437 345' 231 1 104 169 8 .,A. T6940.6 .940 .875 .652 D .097 Ass 217 '29e .386 A88; :.6D4 .7Z9 .668 1,016 f C 1750 1400 1166 MC 875 777 ,.,700 636 583 53a D D77 .121 .174 .237 .309 .391, A83 .584 1695 .816 U Z036 1303 904 6M 509 402- .)325 209 226 192 166 9 M. T6626.8 .625 f.018 .795 D .09Z .144 .97 -.Z62 .369 A07. 1,579 .697 -829 .970 1.128 C 2D36 1626 1357 1163 1018 :614 740 678 626 Sal D .074 .115 .168 226 295 3. .461 .550 ,663 .778 .908 U 2386 13Z7 1060 -779 596 ,471', 961 315 265 225 194 e 1'h" T8940-6 .940 1.193 1.C50 D ,OBZ .128 .184 .UO .327. ,4,14. '3 0 .M1 .736 .861 .998 C 2386 1908 1690 1353 1193 1060 '.9S4 667� 795 734 681 D .C65 .102 A47 ;.200 262 Mfl 409 1 ASS .559 .691 .001 U 314Z 2010 lass ,023 785 620� ':S02 415 Z97 Z55 196 to 2. T8626.10 ,626 1.571 1.610 0 070 .109 .157 -.214 .279, 8S4: .436 .526 .;.OZ9 .737 ASS 1.116 C 3143 2513 EU94 :1793 1571 .1 86; ; ss 1142 :1047 .906 827 765 D .056 .087 .126 ..171 .224 B3 1.__1549 .tM •!SOS ..590 .685 .994 U 3746 23D7 1564 :1223 936 739} ".599 995. r:415 ISS4 305 234 t0 2" T0940-10 .94D 1.873 2.146 0 .063 ,098 141 1,192 251 .318 ,291, ..475 .a:569 '.663 .768 1.005 { C 3746 21995 2497 '3140 1873 1664 .1495 1382 1248 119Z 1070 936 D ,OSO .079 1 .113 -.154 .201 '.254, 814 'MO .,,432 .616 .304 NOTE:Spans Ilst4d In bhe blue area produce a deflection of V.-or less Under a uniform loath`1DO pounds per sq,ft,This deflection is recommended as the maximum to pradds pedestrian comfort.It can be exceeded at the discretion of the engineer All daflectiens are thecretkal and are basee on standard engineering practices.They are provided for desipn selection only and should not be considered as absolute. qulk 1sq- 1 9-10-201 4:09PM FROM PALM SPRINGS FOLLIES 7GO 964 G626 P. 2 Swr IU 01 DO:Osa DIVIVIOr1 ENGINEERING 1-850*-IC57 (B6) ^p.2 CUdipAFF` N 1'M11L1H�co tf/cs ppu _ Jos n t - 4dOM�Y] _ FN..._._.. Los load. �4w.r,c,pF Tad Rs= L a aj, 04.k as wa e 7� !' *rAs�:.� fbs'!'Wr�vr waftrcmil ) b7 4 ' Cup% hqf +r(ac woo(Ot ) ok Pg. Sq.41• M,eolscrg0, Loge'( I • Ri CF- 4(.ca-. Ad, t&, r✓VC Lead waodA toly Its mti xs^ore Lbr. 'n-t toce:i aoms(,714 a+': 1 CAP 40 '1, s re 8 V. Z. 3 SI+R7 4Q.=- 1� 6Pw7 as , C 25` aF RRd Sao . 0 aof 6L T1ti,.s F�nx.ri*am tNI',�.�.`Ccd L.� (,gal �s t7mi t6F . RECEIVED SEp i 2001 BY:----- onre CALL offer 6000CZ eaas ws�ren itOL//I�ML�'�v7' i. S16RV/CE' SAFWAY ..,,F,,.�l, 80o•491i-3oQ.V vowacwa . lJaac ery ✓QOO-742.$$•1 "ar IdSe acLLwg NpAO BURUNfI1MC,CA a191a IC72l TEAL GOUAT • BCN!CIp,CA FM510.` WwVr•6i,11`w4y.gPIFt7 , GO UVIS ENGINEERING �d • C A L I F O R N I A • E-MAIL TO • SUPPORT@GOUVISGROUP.COM • SALES@GOUVISGROUP.COM CALIFORNIA September 20, 2001 The Partnership for the Performing Arts L.P. 113 South Indian Avenue Palm Springs, CA 92262 Attn: Dan Jardin Re: The Fabulous Palm Springs Follies Scaffold Footings GEC Job No.: 20008 Dear Mr. Jardin: Pursuant to your request regarding the above captioned project,per our phone conversation on 9/17/01,we submit the following: Follow the attached detail "A" for the connection of the scaffold to the existing footing at the west side of the alley, and detail`B" for the connection to the added pad at the east side. Note: Please verify the above with the building department prior to construction. If you have any questions, please do not hesitate to contact this office. Sincerely, _ piEssloN GOUN IS ENGIi NTG ORNIA No.C38276 A .�xp. 3/31/05 * I Saeed . Bekam -1T C nd Frangie President FOFCp, Projec Manager SJB:cb Attachments: (3) 20008 GOUVIS ENGINEERING GROUP OF COMPANIES WITH OFFICES IN: WEB-SITE WWW.GOwrsGROUP.COM 4400 CAMPus DRIVE, SUITEA * NEWPORTBEACH, CALIFORNIA 92660 * (949) 752-1612 * FAX(949) 752-5321 2150 EAST TANQuuz CANYON, SUITE 9 * PALM SPRINGS, CALIFORNIA 92262 * (760)323-5090 * FAX(760)325-2863 FIELD OFFICES * SAN DIEGO * PLEASANTON * INTERNATIONAL OFFICE' VIETNAM Sht 771 GOUVIS ENGINEERING J.N. G. Date Client 7,F {46ULok P*A ��A-fFDc.l7 ���itJG, �5�4 N cSc3�oLD U� 'b/L L��iI�T ��G� �orgL f = 140 #DO" Ej ,A -Eft k ( ��� f,05 A 'irlAu�t, 1 � w�ma`s I n c A W14 -D �" i� 7i'77;4t IcAb (jej.4M� 14OWK 8/2 (-7t���2= �92d Cbs �a�L f��rn�G P � !� �F �•�sJm� ., �-- ���/ten ��i"1� G S�n�_ 3520 e /,62 �• SdJ � �C�b�iJ4 �Ti�J4e�� 1� 15� x�2xIZ = RlS �� �� ���.:�� # �� �!�ta�� • . -,. � �',�: �� ��,��F�� � , A �11-v 491 f I T �fs�AJ4 Q1ffU4 (2 ., �J�