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AR (05-5095)55380 Medallist Dr 05-5095 P'.0: SOX 1504 78-495'CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: —05-00005095 Property Address. 55380 MEDALLIST DR APN: 767-600-001- - :Application description: ADDITION - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL, Application valuation: 4323 Applicant: Architect or Engineer: r I • u i crw BUILDING & SAFETY DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: License No.: - - - - - - - - - - - - - Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000f of Division 3 of the Business and Professions Code) or that he or she 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).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the 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 or she did not build or improve for the purpose of sale.). ( JKK) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to'an owner of property who builds or improves thereon, and who contracts for the projects with a contractors) licensed pursuant to the Contractors' State License Law.). ' (_) I'am exempt under Sec. B.&P.C. for this reason mate: 11 2(2 _ CONSTRUCTION LENDING AGENCY' I hereby affirm underpenalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: . 12/21/05 Owner: JEFFREY TALLMAN . 425 NW 10TH AVE #302 PORTLAND, OR 97209 Other struct info C ------------------ WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ .I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is , issued. - - _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier NO Policy Number certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if l should become subject to the workers' compensation provisions of Section 3700 of the L bo' ftply I sha ovi h ply with those provisions. 10_a_te'1 Z) pplicantNa: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. ' APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold. harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation.. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and ate laws relating to building construction, and ereby authorize representatives of this court y Jto enter upon eabove-mention r. in a'dt rp s - te: (2 i nature (Applicant or Agent): Application Number 05-00005095 Permit BUILDING PERMIT Additional>desc.. Permit Fee . . . . 72.00• Plan Check Fee 46.80 Issue Date Valuation . . 4323 Expiration Date 6/13./06 Qty Unit Charge PerExtension BASE FEE 45.00 3.00' 9.0000 THOU BLDG 2,001-25,000 27.00, 7 - 'Permit ELEC-MISCELLANEOUS Additional desc . Permit Fee 27.00 Plan Check Fee 6.75 Issue DateValuation . . . Expiration . 0 Date". 6/13/06 Qty Unit Charge Per Extension BASE FEE 15.00 •16.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 12.00 Permit PLUMBING Additional desc . Permit Fee 24`.00 Plan Check Fee 6.00 Issue Date Valuation 0 Expiration Date 6/13/06 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 6..0000 EA PLB FIXTURE 6.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 Special.Notes"and Comments 325 sq. ft. cabana.CABANA WITH f BBQ,FIREPLACE,GRILL AND SINK Other Fees .'. . . . . . ENERGY REVIEW FEE 4:68 STRONG MOTION.(SMI). - RES .50 Fee summary Charged., 'Paid Credited Due Permit Fee Total 123.00 00 .00 123.00 Plan Check Total 59.55 .00 .00 59.55 Other Fee Total 5.18 :00 .00 5.18 Grand Total 187.73 .00 .00 187.73 LQPERMIT .. Bi ,# r r City of La Quinta Building U Safety Division ' P.O. Box 1.504, 78-495 Calle Tampico La Quinta, CA 92253-- (760) 777-7012 Building Permit. Application and Tracking Sheet .Permit # Q » . Project Address: 5s 3 m Ea,q-Lt_ T Dk Owner's Name: C rRYTA L- Lfn AN A. P. Number: 4 ()O ©O Legal Description: L -o y 1Y,& 241'1 p I -TR. ggpp Contractor: -i Kb Address: t{ LS N c,.) tot" City, ST, Zip: Pte. f b, q 7 Telephone: Sb(7q ony Address: Project Description: City, ST, Zip: W t RAE Pc-a.Le- o.t L „► Telephone: x State Lic. # : City tic. #: Arch., Engr., Designer: Address: 2(., t City, ST, Zip: PO4Tt►/acN9 DQ01 -7;t-p'2- Telephone: Sa 3 Z3 . Construction Type: Wppo Occupancy: State Lic. #: C S$;9,o4 Name of Contact Person: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: 325 :t- # Stories: # Units: 1 Telephone # of Contact Person*-S —/-At4 I Estimated Value of Project: Z1 0 op X73 -SSS- P>S . APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted 1 g b Item Amount .. -Structural Calcs. Reviewed, re or corrections "? i 1.Z Plan Check Deposit Truss Calcs. Called Conta a Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted ell Mechanical Grading,plan* 2nd Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '`d Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees t Z CC i - , Total Permit Fees 1122 w" tL-k(65 RNs R.FC- FAIRWAYS ASSOCIA'I ION . November 2, 2005 jeffrey j. Tallman 425 NW 10`h Avenue Suite 302 Portland OR 97209 Re: 55-380 Medallist — Architectural/Landscape Application . Dear Mr. Tallman: At the October 27`h, 2005, Board of Directors meeting the Board reviewed the submitted plans for the cabana. Your plans have been approved with the following condition: the cabana must be set back five feet from the side property line (wall). If you should have any questions, please do not hesitate to contact me at any time. Sincerely, Nancy, C. son, CCAM, CMCA Operations Manager For. the Board of Directors -- - - Cc: Jeffry Tallman Fax: 503-595-0583 Post Office Box 1690 • La Quinta, California 92247• Phone (760) 776-5100 Fax (760) 776-5111 ~ S- $ i llj7 CITY OF LA QUINTA SUB -CONTRACTOR LIST JOB ADDRESS PERMIT NUMBER OWNERt- , r -E Ta t•,An1 gLpLpER This form shall be posted on the iob with the Baill mn Inspection Card at all times In a consp amerage. Only persons appearing on this list or their employees are authorized to work N „ on this job. Any changes to this list must fie approved by the Building Division prior to commencement of, work. Failure to comply will result in a stoppage of work and/or the'voidance o' of building ermit. For each applicable trade all information requested below must be completed by applicant. 'On File' is not an acceptable res onse Two I Classification act ..:. .:.. ..: Corm or s.., ,. ,..,.. .; .,.;.,.:*.>^:': ,...::. ,. :u.i:>,: .•" r ks .);:. ,• eraCem fimsuranca:°: , • Busineea IJhartae CO" IPanY Name Cfas's(BcWm (e.g. A. S. C -B) License Number (xxaxax) Exp. Date (xxlxxAut) . Carriq Nerve (e.g. State Fund, CalComp) pal Number Exp. Date (Format Varied Ixxlxxha) Licensa Number Ixxxx) Exp. Dab Ixx/xxlxxl liAATHWDItI(* IC772) . CONer Ic=ar.` ` mt'irA C- 741,isy t EAe 124LCo ncZ 1 1 Slay J0611 FMMINO:(C 51 ';; OVJ IN N 1 A N la N 1A N f1 s7nucTsT i rc,5 .. MASONRY I(C-291 . C-2 2_ 107 T7 E d 22_-aS1.%04 S -3 It lot, 4,Bq7 ` 31 ob -7 1 41 1 A+► m 5 . /T FN 30 0 0 to 1,3N ObA. LDRYWA A(C•9),., ; 0 ROQF7NG;IC=39) ;i;r SHEET METAL`(C43) ' EI:bOR1NG 1¢¢'1131;~'"'as°' GLAZING (C--- NSULAT1o1WIC•2j:-' :. SEWAGE DSP; IC421 . CEpAM1C TMEIC-50 O OWNETS (c-8) MCU1ti 10c131 IAPIDSCAPING IC471 .: PODL fC-S3) .0fr OTC, el./ Of- ,. Dl L d -Alesco 42" Gourmet C rill Page 1 of 2 1 , _ 42;' C'vurmet C 11 J_ r •Three 22,500 BTU 18SR stainless main burners ,.a ` • 18,500,BTU'ceramic infrared rotisserie burner,, . f• it F — — + • 7,000u BTU,dedicated"smoker burner _ _ • 770 sq inches actual grilling area j a C •4. • • Available with optional Sear Zone' , '+ • ,. f w r v :- with *' _ •Available refrigerated base cabinet Model Numbers 1; '.built-in model #AGBQ 42 + Cart model #AGBQ-42C ' Clidc photaforrlarge'r view ,'. with Sear"Zone, #AGBQ-42SZ' w' with Sear Zone, #AGBQ 42SZC .Y .. i 6_ is e C • r .j r r a x- < L _. , 'i- . a;• ,... .'t w•' 1, .. - c Y • r n N y< a% r a} - " GR int S ACGESSORiES r-CdWT CT ' tdRG S X4 R,42" 30" All Infrared 30" Gourmet Gournlet Y j http://www.alfrescognll :um/grill t42.html# : - ' ' ' "r 11/9/2005 1. 11 cCut-out Width (Dim. M for Buillt-in VinMge Products 23' to cabinet face 21 18 I xa l n h t r? : • VDT-30 t 07/1 V for Accessories Depth equals 1 �g ��. - :v • 'a` a.. = rte`'` 7A a � %� .rer�""` � - � : k a.1; - '� s. •, rte° ✓ �*�.» � '!` "�"� *���,` . s -r � 4� a ,wK. �. ww+.:. ,tt,AN„�x. s''}y*R�$+`a`�' �"` '�;*_<` *aw k.«y4`O a' ? ; �..ryp�,��$irE.£�s' i�w,a' � ..1�°hJtia�} �'N:v#•'�xyas `i� T` � 1� # `� 'i- w.�%., +.y„ 's s Y, ,.s, s b.Y x �..ct^.� �Bu►!t n�Cutout Dim'ensionst dt. ' •*^.» .b ,,x 1 ^W 4 :�4 •%-!r„.,N s..y.,.,,""+ ,c,� +.s..: '`« .; a"s,+* a as g+.,�a,. X44. i eNote ,J 1 Q square> inches.-of"'� vena#rlatron;pier side za a ` ry''-'v+- •t^r' s : i' .. a.C9 2 y t.i ; r Y, w ,I„ rx 'Note 2; Refrigerated base iristallattons,require ventrlatrc n y OUTDOCOR�•G�OURs'ET KITCHENS J a , t Mrnrrnummtenorxcleat�ance must be maifitarni}�k ' o t p-", t • wp aY Y 5 AdProduct ofBKE Supply at no..less thand25 3/8,,, siy... •...•r v di,:•- a. k v e y� r' `t shy, & 'Note 3. Recommended electrical outlet Y 397>40 Garan ; Lane w _. for blenderappliance, etc. 'Palm- Desert, CA 922 µ -m �:. Note 4; Recommended electrical outlet , ,* for rotisserie:motor;:light, etc. Toll. -free (800) 998-8966 Note 5. Refrigerated base `installations require (760)7.72-7400 11 O 15 amp electrical service. Fax (760:). 772-7477Note o: -For insulated jacket, depth = 24 1/2": height= 11 1/4". Add 6 ii2" to.grill cutout width. - Please visit uS at: Note 7: Ground drain recommended (models with _ Www. vintagegriiis. com sinkre, uire a single Nater supply connection) for more product information Note S: Pre.pilNaste Chute cutout is 6 1/4 W x 8,11/4"D. Front edge of cutout should be no more and great grilling recipes. "than 5" from front of island. e <.2003 Designed b,; Fusion Marketing, Draper, UT •' ` i r .; •,. 1 i* tax / F; i I .. ; .. '. ; , 'iX = E 'r.. . , .?' Y+ ?~i, € • (fit? a { Beauty and power. From the all welded, 304 series, 113-8 'stainless "steel chassis to' the industry-leading 27,500 BTU main •bumers, Alfresco Grills are- designed "to bring an unpreQedented level of performance to the outdoor cooking fe experience. Every grill is cut, formed, welded, polished, and• M All Alfresco grills feature a two - Extensive hand -polishing is 7,000 BTU smoker with oversize _ 1 hand-dssembled at our facilit • in Commerce, . Califomia. position adjustable warmin rack art of our attention to detail u t rF - Y Po 1 g ' " P .wood chunk drawer is standard ... ... , .._ _ 42 _ Gourm t G 1 ,. 'Infrared Two 18 -SR main burners _ • ' Preheats to 1,000°F in under 4 mins. and ` • • Three 18 -SR main burners 4 producing 55,000 BTUs cooks 50% faster with virtually no flare-ups: • producing 82,500 BTUs " i i • ;# • 15,000 BTU infrared rotisserie • Two ceramic infrared burners 18,000 BTU infrared rotisserie -" 542 sq. inch actual grilling area producing 55,000 BTUs 770 sq. inch actual grilling area - • Available with infrared Sear Zone" • 15,000 BTU infrared rotisserie - Available with infrared Sear Zone'' • Optional cart with drawers (shown) • 542 sq. inch actual grilling area ' . Optional integral refrigerated base e . j MADDEN & BAUGHMAN ENGINEERING, INC. November 16, 2005 Mr. Thomas Johnson Thomas Johnson Architects LLC 821 NW.Flanders,.Suit 210 Portland, OR 97209 RE: New Cabanna 5538 Medallist Drive La Quinta., California Dear Thomas: Attached are hand sketches 1,..and A through G plus structural general notes SGN-1, SGN-2 and calculation pages 1through 8 dated November 1`6, 2005, that document the adequacy of the New Cabanna at 5538 -Medallist Drive La Quinta, California The structure in question was designed to meets the requirements.of the 2001 CBG Sincerely,: Thomas Baughman, PE Proj. 05142 pRQFESS!0,1, S. B/( .;", 1: TA C1. DEPT. BUILDIAPpROVED NU FOR CONST UcTiON DATE _--- --- F YOUNG ENGINEERING SERVICES • Engineering • Architecture•Surveying• Building & Safety Services Letter_ of Tlra.ns'mittal To: CITY OF LA QUINTA Date: 12-01-2005 . Project: Thomas S. Baughman 55380 Medallist Dr. Attn: ED RANDALL PC#:. 05-5095 1st Tel No.: (760) 777-7012 Tract No.: We are forwarding: X By Messenger By Mail, Your Pickup No. of Copies Description: r i 1 REDLINED STRUCTURAL CALCS 1 REDLINED PLANS 1 CORRECTION LIST Comments: STRUCTURAL CONTENTS ARE APPROVABLE WITH CORRECTION NOTED. F THANK YOU This Material Sent for: Your Files z Per Your Request Your Review Approval Checking At the request of: Other X, approval with correction noted: By: Jason Appleby Phone # (760) 404-9556 77-804 Wildcat Drive, Suite C Palm Desert, CA 92211 (760) 360-5770 Bronz Young or MADDEN&SAUGHMAN E N G .I N E E R I N G I N C November 16, 2005 Mr. Thomas Johnson Thomas Johnson Architects LLC 821 NW Flanders, Suit 210 Portland, OR 97209 RE: New Cabana - 5538 Medallist Drive, La Quinta, California Structural Calculations Dear Thomas:►lam Please find attached calculation sheets 1 through 8, dated, November 16, 2005 which verify the adequacy of the Cabana shown in structural drawings SGN-1, SGN-2, 1, and details A through G dated November 16, 2005. Design is based on the requirements of the 2001 California Building Code. Please let me know if you have questions or need additional information. S' cerely, Thomas S. Baug an, P.E. Principal License C 58804 ., FE S/DN„ _ 0 CITY OF LA QUINTA BUILDING & S®VE® ETY DEPT. APF 2632 SE 25th A---,-, Surma C, PWO r d OR 97702 / tel 503236.761 I / fax 5 0323 6 9 4 1 I / w—&ed*-bau — CTI0 N DATE- - ^ BY Y New Cabonno B, JLP MADDEN&BAUGHMAN it °ab 11-14"05 E N G I N E E R I N G . I N C: 5538 Medallist Dnve, Quints CA amJob"& Thomas Johnson Architects LLC 26321E 25th Ar®aq Salm G PbrdvA OR 9M W502X7611IimSM2"11 5142 s, z E hoar- rI N.WA,Y4 6 PsF , T) t ,: 15 Ps F - Frt b - Py, 0 ewr f L.cZA 4466 # d 0 o nl -I CL 00 r COMM see " solos • Woe • j oc - 1313a$ (H ss vmlls 000W.omy . L Ll, 00 m2 WM T ,Z TTA, &W or FAA FOUNDATION FRAMING PLAN I OF LA QUINTA 1 3/trl• pr & SAFETYDEPT. BUILDING FOR CONSTRU t DATE BY Sheel Nm BY ZA vMADDENS R I N G ,MAN „ ,,,s53 MEpYa .usT 1`P +► ENGIN E E R I N G I N C v?A ! °am ' 14-4w 2632 SE 25th Avenue, Suite a Portlan4 OR 97202 countJob Na Revlse0 tel 503.236.761 I /fax 503.23&9411 ,w www.maddenbau#unanmm Dam 'Sl -CIE CA tA cm PS: =f 69 Psi Fra= `1 .I,Zs 118.75 PS; cpy UJI • Iia` 3-z (..I 653.a 144 ^ !ta .. t w I-\a•a aT p" _ 6 p = 3 b : Ger. ` ib': 02 [.2t -t_ ' L +Q = 24q 4.60 Q84? ' _ •4.04 !w2 ?rt` s s_. w 3A•S y 4 A = 1. i —etu. .;. i z s c /t.5'3T o f.. ao : USE IL ► ... = 3r } = Z 3/ 544 z s.►.4.. , zti . _ y 1 5'(32?i12904 Tte - 12(334 (1.Br o` 1 1L IW4 Z4F-v8 DF/A>+ GLG S'Vax/S S = 192.x- "'3 I = 144 1"4 T2.Y St*49D 5,.w&'..3 ; s215 Q Lr -X -E2 s 23,544 (.-L) _'82 tw3 e = fssz 3 q 9r _ (327)(288n SlC " IL(369i(ia49Y7o j4131r04 P P 3 Z4' 31 OF L SS 1Lo< A Cf-. / Fb' = 14.ao(a.4 (1Cf..is (:8) = /SSZPds : TA F L Fr' = 8s(ltrg) (A) _ as Ps'ITY &SAFE-f ( DEPT: < Rl 11LDING X o FpppoVED FOR CON TRUCTION _ BY `V8 S 5=2Zo103 r=17o71ro4 Sheet NIm ©P G ` S"- 3 MADDEN&BAUGHMAN /8 v° (^ IS ENGLNEERINGINC S q S7 u- 2632 SE 25th Avenue, S,ute G. Pordand, OR 97202 q enl ` Revoed Jab ►Po. tel 5032347611 / fax 503.236.4111 wwwmaddenhaughman.com Data si 2 LP•T ot.r , P 2e p iL tCL' evvtSr 3 Vdtu-C, C (8Aae a oW 1`14.7 Ug<. 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Z4op D. S -cown . 3 9 sw • Sw tL 4*7 Fria c,aau"%,gr q TIC t a ti CAs 3 tva CALF 1 A.P AROar G' S G_ N P+e`1.. Wp S O 2vw PLw✓ l.vM:t, IL1tl2. ibr.. Pk:/lc. Tib A l.otiv Szt o✓t. Pr c T V : Z3 1,-H , . C- A's r 1. 61s APP I'rsyV c. •sr Z Z I `)PON u PION qu. -t-cep r BYE 61 v _ © Sheet No. MADDEN&SAUGHMAN N£ t CAB r,A v E N G I N E E R I N G. I N C Way me C4, it'l S -o$ C Jae No. 2632 SE 25th Avenue, Seim G Portland, OR 97202 c rt.MdLS k, C[1.:. L.t.0 tel 503]36]611 /fax 503.236.9411 wwwxnadden man.com Do* Z4$p moo F S(ju\ 40 r; lk 3 1. 9.3 P . s' t q #> X4.5 rz,. ; z4So) 4Z,s, = 4,4r0 Y - • n 16641- 4470 2745'# i. ] Sf o nx Y .urs islo ArflA .0 3 X6 N POS WJ A nw Si t6-",, iso F' "I~ 30'8 pt c Fe+c.c r1t. s usGo r►wPscsrV PH4Z- SflS3 3Q 0 > Z 7t,S' N -L W t we = Soots 1 rr(. 41T = 1.2 5 -11 / A I ' 1 So PC1= = /L'8 7 A I L Z S 4c . Irk 501` 5r2er5S rr T = I•TS =75,5 tINTA sae.4 16a7.S4 2494 14 y OF A QUEp w srti ss = PNskA?37APPRV ONFO® WSE'a j -3 IwI-DE x I =o" crow x `f `CM,:d f -r6 5 cc,, -- •• ` Sheet No. N [: lJ - 1A/ a BY J o © MADDEN&SAUGHMAN /IZ aENGINEERING,INC 3 t» t _OS 2632 SE 25th Avenue, Suter G, Porthnd OR 97202p O tel 503.236.7611 /fax 503130411 t evaee 6.4 www.maddenbaugmamcom ckabD CW4 t it, IAN SC o 4 C AX i.WFv ) z) st 3E,5 (SPA, e -f rrU 3 l' i . 1k. _- W v 1 . Caton If ak d►wSvppon (C-0 i.b(ZIFS USS- o Stw ,Ps s 4'1 - St S3 77 t4 w FTG v.. leA AU, wr : 300 t t i FTG LVT _V, 7-5 X t -a' x l -Q X )57* P(- = Z "L TQ' c )F } G C z111 TA 150, 25raTics .= t3.)'-4&9 4160 moo- ={e.zs tv 1. tz3 Oman N-'6' tk SAFETY DEPT. s-rers A : I= --fed *4 A c b , D 3oc4ZZfQ4,-41G6 FOR CONSTRUCTION 4 CY) M t 16 G41 (6) ALL i/zESS UHSa4-F i 1 goct%'p ,fi 1=.tS 1 ' 3' w - . x 1- o 096P cmpa F't'C w j # - c ' 3 c,vt aBu c, Ilr I ANO. Projad N a Ily SLP © MADDEN&BAUGHMAN, ,,, S . s vE N G I N E E R I N G, I N C 55 LA W l- 'O j 2632 SE 25th Avenue, Suite G, Portland OR 97202 aent Revised Job Na tel 503236.7611Ifax 503.236.9a1I 'ftFow r.5 c W5ptil1 W Ci(1T S L%. www.maddwkbau ►hman.com Data !--\S5b1W< Al.L.Wt.t_. Sbt \ >fiit Y.4 = 1 SbO PSF DLip hwee F T6 beCALieTKJt j i 'e .02►'\r 12. 45 6 a Pa..,tL .. 81A'IS Q Saru Wi.l40 VP%,,IF - 1 37 (teo Cbo-C. P"N Nssu-spA. 0.0!, lop. ,Soft h e U S it :: x '3 b t x l - .o' ` 06r --p SP2 r".AjO r -T(, w I (3) *,± 6- w- FC 1- e Cid w -#\m0 Y $est,lK!(-c- JZ) tSSfJ4- (t)(IOSF 0,2)(ILSF) •`Z iQX51F) ZJZ6 SF ,'•'C u 'tsv fir, 4 = 76 Ps. F Fhb Slz gAs io C3 - _ 9823`, l sbb P5F__ c' ss Sir- 87s K TQ -1 " iSX 3lbNk it - oh' A = Ii"r 5i- > 6.SS oK 91 tvc_ 2?zS ` Z576 4- ZI t'S)(` ) _ 1477 '4.x' N.16 '..-.._..._. zr 3900) = 1`47¢ CITY OF&LA QUISAFETY D PTA. BUILDII I USS 4 0 2Go :4 a4S-3Po-,-.(tT QN DATE •pr4edNEW CABANNA By im sneO Na © MADDEN&BAUGHMANv 8GN—I E N G I N E E R I N G. I N C LA QUINTA, CALIFORNIA °" 11/15/05 • 2632 SE 256 Avenue" Same G Pordu4 OR 77202 amtJob tim tel 503IX7611 i f;c 503IX9411 THOMAS JOHNSON aerkea "'""" iioddei6 °g'' e01" 5538 MEDALL IST DRIVE , 05142 STRUCTURAL -[GENERAL NOTES THESE NOTES SHALL 6TIFl1LATE THE MINIMUM STANDARDS OF CONSTRUCTION AND THE DRAWINC16 SHALL GOVERN THE NOTES IN ALL MATTERS SPECIFICALLY STATED. ALL WORK SHALL OOPT-ORM TO 2001 CALIFORNIA E ULDING CODE. TEMPORARY CONDITIONS: f THE STRUCTURAL CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THE DRAWiNd--6 DO NOT INDICATE THE METHOD OF CONSTRUCTIOK THE STRUCTURE IS DESIGNED TO BE STABLE AS COMPLETED. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, ER,EGTIOK AND INSPECTION OF TEMPORARY SHORES, BRACES, ETC. THAT SUPPORT THE STRUCTURE AGAINST ALL ANTICIPATED LOADS INCLUDING GRAVITY, WIND, AND LATERAL EARTH pRE9911R1=8 UNTIL TFC COMPLETION , OF THE STRUCTURE , TEMPORARY CONSTRUCTION LIVE LOADS SHALL NOT EXCEED THOSE M TFC DESIGN CRITERIA. DES*N LOADS: ROOF LIVE LOAD: 20 PW WIND LOAD. 10 MPH EXP. G SEISMIC: ZONE 4, SOURCE TYPE A. R-45, SOIL PRORLE • SD (ASSUMED) ' SPECIAL INSPECTIONr THE OWNER SHALL RETAIN A SPECIAL INSPECTION AGENCY TO PROVIDE SPECIAL INSPECTION AS AEOUIRED BY THE CALIFORNIA BUILDING CODE., X0"8'-0RCED CONCRETE. ?r ACI -301 STANDARD SPECF(CATTONS FOR STRUCTURAL CONCRETE FOR BUILDINGS SHALL BE FOLLOWED FOR ALL ITEMS NOT SPEGIFICALLY COVHRED ON THE DRAWINGS AND SPECIFICATIONS. MPIMM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 2-00 PSI FOR ALL STRUCTURAL OONGRIETE. MAXIMUM SLUMP SHALL BE 3-1/2" INCHES FOR SLABS CN GRADE AND 4° FOR OTHER CONCRETE. PROVIDE 5% AIR ENTRAFNMENT FOR CONCRETE EXPOSED TO EXTERIOR CONDITIONS. HANDLING, PLACEMENT AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OR AGI -301 IF NOT OTHEIBWSE NOTED. CONCRETE REUEQ&Q5tMT1 REBBAR SHALL CO TO ASTM A615 GRADE 60. PLACE AND SECURE ALL REINFORCING PER AGI AND GBG STANDARDS, MAINTAINING SPACING AND CLEARANCE REOUIRI ]'TENTS. PROVIDE MINIMUM COVER FOR REIFORCING AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER: 0 FESS/Ory NO. KFWUdjH 3r. BOR01 FE, AND SMALLER: 1-V2" t<,Q' OP S BA& r 41SAAA to z ryy Vc" • T Q- . q' gUILDIf G o' OQ I c AP TR ' N FOR CONS, 1 Pml.t NEW GABANNA --By M0. MADDEN&SAUGHNAN -2 vE N G I N E E R I N G, INC. 10 cam LA QUINTA, CALIFORNIA o 11/15/05 2632 SE 25th Avenm Suhe G. PoFdmA OR 97101 Ckw THOMAS JOHNSONReWed JobNo. tel S03.234.7611 / fu 50323&9411 wwwmkaddenbaughmammo 5538 MEDALLIST DRIVE 05142 STRUCTURAL GENERAL NOTES (CONTINUED AWMOR BOLTS AND EMBEDDED ITEMS• ANQIOR BOLTS SHALL CONFORM WITH ASTM A301. SET ALL ANCHOR BOLTS IN COmC;RETE WITH TEMPLATES. PROVIDE STANDARD WASHERS FOR ALL BOLTED CONNECTIONS. ALL STEEL ANCHORS, TIES, AND OTHER ITEMS EMBEDDED IN CONE SHALL BE LEFT UNPAINTED. LUMBER SHALL BE DOUGLAS FIR -LARCH, MINIMUM LUMBER GRADES SHALL BE AS FOLLOWS, EXCEPT AS NOTED ON DRAWINGS, JOIST, RAFTERS AND 4' NOMINAL BEAMS NO. I POSTS AND 6' NOMINAL BEAMS NO. i 2x6 4 LARGER 2X DIMENSION LUMBER NO. 2 FILOCKING AND BRIDGING STANDARD PLATES, SILLS AND OTHER LUMBER PERMANENTLY EXf°OSED TO COrK,RETE SHALL BE PRESSURE TREATED. PROVIDE SOLID BLOCKING FOR JOIST AND RAFTERS AT ALL BEARING WALLS AND BEAMS. PROVIDE BRIDGING AND FIRE STOPPING RE-CUIRED BY CODE. ROOF, WALL AND FLOOR SHEATHING SHALL BE APA RATED WeATHNG EXPOSURE I WITH EXTERIOR GLUE SEE DRAWIN65 FOR PANEL INSTALLATION AND NAILING RECIUIM31ENNTS. NAILING INDICATED ON DRAWWSS TO BE WITH COMMON NAILS. SHEAR WALL SHEATHING SHALL BE INSTALLED WITH JOINTS BLOCKED L NLESS NOTED OTHERWISE. USE EXTERIOR TYPE PLYWOOD FOR EXPOSED LOCATIONS SUCH AS SOFFITS. ALL NAILING INDICATED ON THE DRAWINGS REFERS TO COMMON NAILS. MINIMUM SHANK DIAMETER OF 8d NAILS a 0.132 MINIMUM SHANK DIAMETER OF 10d NAILS = 0148'. FASTENERS AND HANGERS NOTED ON THE DRAWINGS ARE MODEL NUMBERS OF-SIMPSON STRONW-5 -TIE COMPANY, INC.' SUBSTITUTIONS OF FASTENERS AND HANGERS MANUFACTURED BY OTHER THAN SIMPSaN STRONG -TIE COMPANY, INC. MAY BE USED P APPROVED BY THE ENGINEER CF RECORD. THE CONTRACTOR MUST SUBMIT A SUBSTITUTION RECIIEST TO THE ENGINEER OF RECON FOR REVIEW AND RECEIVE APPROVAL PRIOR TO INSTALLATION. INSTALL ALL CONNECTORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WITH "LNG IN ALL AVAILABLE HOLES. CUTTING OR NOTCHING OF BEAMS, JOISTS, RAFTERS AND COLUMNS IS NOT ALLOWED WITHOUT PRIOR APPROVAL OF THE ENGINEER EXCEPT AS FOLLOWS JOISTS AND RAFTERS MAY HAVE A CIRCULAR HOLE NOT EXCEEDING EM OF DEPTH DRILLED AT THE CENTER OF ME11IB . STUDS IN BEARING WALLS MAY BE NOTCHED AT THE TOP AND BOTTOM IS OF HEIGHT NO MORE THAN 25% OF THE STUD DEPTH OR MAY OR MAY HAVE A CIRCULAR HOLE NOT EXCEEpfWs 1/3 OF THE MEMBER DEPTH DRILLED AT THE CENTER AT ANY HEIGHT. PLYWOOD SHEATHING SHALL BE APA -RATED. USE EXTERIOR GRADE PLYWOOD WHERE EXPOSED TO WEATHER. GLUED LAMINATED MEMBERS, FES GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH LLS. PRODUCT o f OFSV O/1/ STANDARD PS 56 'STRUCTURAL GLUED LAMINATED TIMBER' AND THE AMERICAN INSTITUE `O 'q OF TIMBER CONSTRUCTION, AITG Ill. EACH MEMBER SHALL BEAR AN ARC OR APA-EWS of ACj S• A // IDENTIFICATION MARK AND HAVE A CERTIFICATE OF CONFORMANCE. ONE COAT OF END 4/ `' v L SEALER SHALL BE APPLIED I'Q IEDIATELY AFTER 'TRIM!" Ci BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES, INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED (j O Z m BELOW. m COMBINATION SYMBOL SPECIES USE: 24F -V4 DF/DF 59.E SPALL 24F -V8 OF/LF MULTI -SPAN OR CANTILEVER -1%1c a 1' ADHESIVE USED SHALL BE WET -USE RXcTEROR WATERPROOF GLUE AND HANGERS SHOWN SHALL BE SIMF'SON ECS. CONCRETE MASONRY UNITS AND ASSEMBLIES SHALL HAVE A MNIMlM COMPRESSIVE STRENGTH OF 1-500 PSI AT 28 DAYS 2. MORTAR SHALL BE TYPE 5 WITH A MINMUM COMPRESSIVE STRENGTH OF Ip00 p81. 3_ GROUT SHALL HAVE A MNft" COMPRESSIVE STRENGTH OF 1,800 PSI AT 28 DAYS. 4. REINFORCEMENT SHALL BE 5 VERT o 1G' OG WITH BOND BEAMS CCW19TNG OF !2l • 4'-0' SPACING MAX. 5_ ALL GROUTING TO BE LOW LIFT. BUILDIqM OCONST F gY St'1 w •, %i sn,o5e J6 o.q. U1600LA 1 aTk staff$ WIs'VMVA MA. Fri w/$j F04..Q. gaoc a Atm u►v34gve arrssp sbvtes ZLo` o 'RNv.wta 4° CONCRETE SLAV I I W/" . -W2.gx a1 WeA o Wave, I ' I I' r1L - G +cP Frc. W "t L . J 3nGWC P . 13 00 L_.._ J ZLo"6L"Mp"\ Q 0-T Ft's. 44-0 4-0 6 FTC' Ift" eo+rraRr! f::TI ?tp, I 1 9TF;ulV11. LL. A 1.► Oz C CD -1 o . F ^cce Ful" + n cert c pn S I 11 1 1 3--'/2" STUDS 0 le Oc I t 11 H °- ''{, BKstV Stogy s rs/az Ptwo APA fthno I 32116. FA%r" W/ 91 AGbVMvheW IyA't-s 4 II ( .L"o. F►E o. Btnuc (4) 6x6 POSTS (W Mft TOP I i I OF` I I 1 nl 3=o r-3 =o` x t -c,`4C P O itooF sP tF +o t``t a W/(%) Ir`fP 4 UA -Y FOUNDATION FRAMING PLAN - DFL SS 6X/6 oR 29F- n bt./pp Sy8 yrs ss-,% j" - T10jc.pti 3 "Lvt AT I.bT oati # -+'-a" LA d btifia . _ tv C{W. A $ 1APR.2,arrlo 33J"A. Na1L- w iftk Tly° ZO PLC% 114 ce 4'6 -C s%wro Tmot iZvW PLWO l.b► to o e.6 revv t PGx pC.t,t,,2 Tb S WPCWTsj 5TA(,Geut b+c Llai s Guar T«E IW S."14-G.p WiSlf,u-r rust 7b C-.cc. q spsF, C Rina * „rte © MADDIN&SAUGHMAN NGIN ER1NG. INC. 2632 5E 25d, Aa Sute G Pmdand. OR 97202 ctoaem,r 6.6111fx503td 50.23 .2369411 Nam wwwi awentmehmm.twn C-t j zippo'lo To F: tt' BT w o4 R,A TOVit AN F -a. -sidle, flr- kt t OLO PILWa#_ -Ft4, ^-or-Q R -",-3Q wI rjbfr % WK M ik4. rzrC.. I! L'` 1 K21- ID Ccr-,t6 tt 4AA °a'ftN Jph hb ttr q r L 1 ' Dam 2i\t:prrf?-. QROFESS/p Bq gl ,9 ui Almll CIVIL P l-toLA .Z,, Z F2c, 1wti Epc.r vlQ I 346 L'N,1^% y talc @- r -T G .l✓vv -[-tet,. ! 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I N C 5S3 tlAV5Q mate 2632 SE 25th Avenue, Supe G, Pordar4 OR 97202 ReviW Job No. tel 503.236.7611 /fax 503.136.9411 }E w ki wv,wmaddenbaug„nan,o,n 4 2 za# c osC e Tirt, Vilsit"to-so—'a µac, Z” C.V2. C) C cp -SOS 2. mac.. r DUCLTW7 S1 „ 1 U'' - . ✓/ Powis . PIT R, w/ A, C V Sl ,C.A4 Cc? -62. a Z} It It f II Ar r -7-c, sq,,cy SPP,,,—,E 1 1 pct-Zr_orh L rcq FES$/ S. Baqa s CIE P.,a?v FcW- VZt t -b LU 4"v' (P T t V ii, CtW,wSk- fZT V PC>s i PP ® lJCT1O FOB CON ' gY © MADDEN&BAUGHMAN Pmled snit M o. v E N G I N E E R I N G. I N C L S53a tM.CA Joe rw 2632 3. 25th Av uxr 03.2 G. Portland OR 91202 503.236.7611 / fax 503.236.941 I CBent fl p Ae„ f! G 1' tem www.maddenbau#mutwm . Date Pza,ltrx L , k z -o` Z pvi Go2wF 2, ► 6.( TQ IwR'rCI-f 'P2 1vtY ' l2 4 k1C72tZ. Ndrt c 2 V2 Z-0 Ar 1 rC.Nn11 ,' P--ZVT So -tp Tor- or- Cl(/ LKr%,lc' .rLu,c .S '##,5 FuLt- RT Sb fn GA -x"' XywT /L 1 t FLt,S o- 8 At i 2 diD tl • e 3 C k.X Ptd oQPpFESS/n S. B.A4 Fti I%P- FT 6 Pg c ri , cay C,1-t1w n. l C 13UILD1IJG . vt - ISit, 4 c > •S .f ., I CONSTRUCTION FO DAT ` ,, N Oto © MADDEN&BAUGHMAN ,.Ik. vE N G I N E E R i N G. I N C :65 '31a 2632 SE 25th Avenin Suite G. Pordand. OR 97202 tel 503236.7611 / fax 503.236.9411 6' www.maddenbatonan aom S . t! -C) st %kpsw\) 5j t )Q-W SC06Wc YOr c. aL shw No. ffilarsAN-jol" L Ab No. WfUsaf &3 t Revised DatD 4 2 CIVTL OF C AI-IFO Qv . -►vim e.Ae . LA QUINTA CIS DEPT. gDILD► G & SAF _ AP o® FOR CucT►ON BY DAT projed MADDEM&BAUGHMAM DE N G I N E E R I N G. I N C. 2632 SE 25th Avenue, Sutra G, Portland, OR 47202 q tel 503.236.7611 1 fax 503.236.4411 www.maddenbaughman.ccn, (Z AIrTr- rz1,8,6p•-,- cl*-WK.0cTto-v . .r ®rz Sheet No. i 39 W5 St t C .bb No. R"lvee Date OSs1442 W ►. u- S 5 t1 45 v QST- S O -; dee. TtP, O QikoFESS N9 BAv lF2 c3 z y 2 Ix C5 R "9lF c1 F CAL1F0 LN C0 NG & EV bEP-T > ® gU1LDI® FOP BCp,USTRUCTION BY. .DATE- ©MADDEN&BAUGHMANv L E N G I N. 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