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041-620-048
BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: - (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 4512 CASA SIERRA VISTA Owner: Permit NO: B08-1088 APN: 041-620-048 RICKSON, PAUL W Permit type: MISCELLANEOUS 4512 CASA SIERRA VIS Issued Date: 06/11/2008 By KEJ Subtype: Private Pool PARADISE, CA 95969 Expiration Date: 06/11/2009 Description: MASTER POOL W08-0007 (530) 872-4421 Occupancy: Zoning: WATER ART INC. DBA ADONIS POOL 12 PHEASANT RUN COURT CHICO, CA 95973 (530)891-1197 WATER ART INC. DBA ADOr Building Garage Remdl/Addn 12 PHEASANT RUN COURT CHICO, CA 95973 Other Porch/Patio Total (530)891-1197 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Swim Pool -Master Plan Co $512.42 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires WATER ART INC. DBA ADONIS 266839 / C53 / 04/30/2009 1 HEREBY AFFIRM ER PENAL P RY a afF-i T�nseUv er provisions of Chapter (commencing wi action 7000 v' ' 3 of the ass and Professions de, and my license is in full force d effect. X 0 08 C tr s Signatur Date I WORKERS' 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. �IHAVE AND WILL MAINTAIN WORKER'S 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: LINCOLN GENERALpolicy Number: CWCoo' 23500 Exp. Date:01/01/2009 one hun re (This section need not be completed if the permit is for d dollars ($100) ores— s ) ❑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 a119-beconiq subject to the Workers' Compensation Laws of Califo ' ,and agree that if I s ecome s bject to the workers' compensation proviso action 3700 of the La Code I �hll forthwith comply with those X 0992008 Si ure Date 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 INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip Total Charged: $591.32 Fees Paid: Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY 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 that 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 or she 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 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]; Please check one of the following: ❑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 Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her 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 compltition, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this reason: LX 06/11/2008 Owner's Signature Date I hereby 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, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this ereby acknowledge that issuance of this permit does not authorize the use or occupan si walk, street, or subsidewalk. I hereby authorize representatives of Butte County to bov mentioned property for in on purposes. I hereby certify that I am the e am thor3�'d to act on the prop�' nets behalf. Owner Contractor OR. DAgent for Owner Agent for Contractor FILE COPY r BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER Last Name1 L • S�- r irs�,"L Address –I S II 'Z Crl4V $>} SI 4.✓✓'q 05% City� p ��5 State CA Zip Phone ® 'L _ 14w, t tt�, Fax E-mail CONTRACTOR Name - 5 Q ei Address 12 Ptt2+ City Cit d �� State CA Zip 9S1 it3 Phone c� l _ Fax D E-mail# >0I 5VW_-ef.NB� � � Cla sG %3 ARCHITECT/ENGINEER Name BkGk MAfQ Address City ca" StateCA Zip g5'126 Phone3(4Z_'' y�3� Fax E-mail State License Number AS03 APPLICANT NAME Name / �,N Mt? H &LA, IIC. 54 Address 12 PIA SA-'-e_W d- 2uN & �' City C"(W State CAc ZiP 9S� �3 Phone _ (l Fax E-mail A 4LICANT gLGNATURE, ice use only: Zoning Propert Address �('t Z��Irn Uis Flood Zone Cross Street S r DMZ., �- SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT {br� BIN # LOCATION / AANOu ( — Vr W " DCM3 Propert Address �('t Z��Irn Uis Cit Cross Street S r DMZ., �- WORKER'S COMPENSATION Policy Number C4, wfia� C.tvC,40/2�5:®0 Carrier (✓ ✓N cv tL/V If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Work: NN-/�. Sa.••w..�.� pooh Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees,'plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: SRA Receipt Sheriff SMIP Other Date: Total REV 2-24-/ . �� L�q June 10, 2008 BACHMAN BUTTE COUNTY DEVEMPMENT SERVICE 7 COUNTY CENTER DRIVE OROVILLE, CA. 95965 ATTN: PHILO HUNT ASSOCIATES R On Master Plan MP08 0007 I authorize ADONIS POOLS to use the Master Plan for Paul Rickson at 4512 Casa Sierra Vista Paradise, CA. 95967 APN.041-620-048 If I can answer any questions, please let me know. Ph. 530-342-4136 Sincerely, C.W.BACHMAN R.C.E.#16803 ENGINEERING SURVEYING PLANNING - • DESIGNING 3 Dana Point Road, Chico, California 95928 • Telephone: (530) 342-4136 o< 3045 Ceres Avenue, Suite 135 Chico,CA 95973 (530) 892-2700 GARY HAWKINS Fax (530)893-0532 ARCHITECT garyarch@sbcglobal.net BUTTE COUNTY AUG 2 0 2007 .. DEVELOPMENT SERVICES Aug. 17, 2007 r Butte County Building Division 7 County Center Drive Oroville, Ca. 95965-3397 4A' RE: Rickson Residence Lot 40 Casa Del Rey Paradise, Ca. Plan Check No. AP # I have reviewed the revised truss engineering from Longfellow Lumber Co. Inc. for the above-mentioned project and found: that the submitted information correctly depicts the loading and i design requirements. If you have any questions regarding this item, please do not hesitate to call this office. S ' erely, Gary Hawkins Architect BUTTE ,PPI 0VED FILE No .740 08i lb '0'( 08:1'7 1 U : LUNUrELLUW LU115EK UU . rHM ; *SV 6y� V 14V rHut 1 LONGFELLOW LUMBER CO,6 I Quality Design a Floor • Wall. • Roof. Systems 89 Loren Avenue,* Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Fax to: Gary Hawkins Fax No: Subject: Rickson Truss Repairs From: Greg Asher Date: 8-15-07 Pages: 10 including cover CC: ] Urgent [j For Review 0 Please Reply BUTTE COUNTY AUG'2 0 2007 DEVELOPMEN SERVICES BU ��, I I . BUILDING DIVw1 APPROVEb F -WE (Rev. 5/05) I- 1 Lt No . f 4U U25/1�D V( U25.1 f 1 ll - LUNLar tLLUW LUI'IbtK L;U . rHn ; *�U 25ys U14V f'Htat C CAI. MP IIN4w I•wMb.l r --,.Mo.. Cake. Ce.0a82b7434, drop Asaer • 6.200 a Jul 13 4005 MtTek InWsslMa, 2007 Popo s F-.., fait 4. 847 I znr1z 27-b4X4.2:0 1 09 Od.6. a, 11.8 IT4s 3x10 W .44 1:63.3 6.00 � q�e • STUB Sato= 2x6 It ate= 7.2 8 79�= z� 115 k be 13 _ 1 12 11 10 e 12-10-9 •-•. II 9x8 -, 9+4 = ax4 = 3x8 - F _ l2 4-0-9 4-6-A 11.8.5 7.2.6 7+4 GENERAL REPAIR NOTES: THIS REPAIR IS FOR STUBBING TRUSS 0.2.8 FROM LEFT AS SHOWN, 1. INSERT 2 X 4 DF STD NEW MEMBERS AS SHOWN 2. ATTACH 1/2" COX, STR. 1, PLYWOOD GUSSET TO EACH FACE OF TRUSS WITH 10 0, COMMON NAILS ( 0,148" X 3,0") 0 8" O.C., 2 ROWS WITH MINIMUM AMOUNT OF NAILS SHOWN CIRCLED PER FACE OF EACH MEMBER:. NOTE: 15132, EXP. 1, 32116 SPAN RATED O.S.B. MAY BE SUBSTITUTED FOR PLYWOOD, (lis 0.0 SPACING TOAOItYG 2-0-0 CSI PEFL In (loc) Veen L/d PLATES, GRIP (Root Snow --20.0) Plates Increase 1,15 TC 0.73 Vert(LL) -0.20 4 499 240 MT20 220/195 TCOL 10.0 Lumber increase 1.15 SC 0.67 Vert(YL) .0.33 4 >000 180 SCLL 0.0 Rep Stress Intr NO WB 0,95 Halz(TL) . 0.14 9 n/a n/a 9CD17.0 Code uBC97/ANSI86 (Mato) Weight: 239 tb LUMBER BRACING r - TOP CHORD 2 X 6 OF SS G •Except• TOP CHORD Sheathed or 4-5-12 oc putllns, a=pi and verticala, And 2.0.0 oc punlns 1-2 2 X 4 OF No,18Btr G ($ 9_i3 max,): 2-8. BO7 CHORD 2 x 4 OF No.1dBV G'Fxcept• BOY CHORD Raid calling atrecuy applied or 10-0-0 oc bracing, 4-13 2 X4 OF Std G WEDS 1 Row at mldpt 8-0, 3.16, 8.10 WEBS 2 X 4 OF Sm G "Except* 2 Rows at 113 pla 7-0 12-14 2 X 4 OF NOA G JOINTS 1 Brace AI AW; a REACTIONS ((b/slze) 9=23Da104-8, 17-2110/MechaNcal Max Harz 17.2070oad ase 6) Max LIPMO-415(load case 6),17"-87(lond casa 7) FORCES VD) - Maximum Comprotu(orvMaxlmum Tension TOP CHORD 1-2=214&1 12,2-14-18931101. 3 1e=1693/161, 84- 440W1192.4 -5:4449,V180, &6- 44941169, &7-1923/136, 7-8=-4w69,8-9--%6821.1-17=2070163 BOT CHORD 12-130/58, 11-12=152/2774, l0.11-152/2774, 9.10=119/1923, 16-17=192/51,15.16-281/3502, 14-15=•29113502, 13-14•-6/118, 4-14=710116 WEBS 2.16-•38/504, 3-1d=2224/89, 3.15•-141174, &14=136/1963, 8-12=1032150, 6.10 •119$/46, 7-f0=591938.7.9=2688103 1.188.67/2153, 12-14=•18412945, 3-74111365 NOTES 1) This truss has been designad for the v4nd loads generated by 75 mph winds at 25 ft above grouts level, using 10.0 par top chord dead load and 7.0 psf bottom mora dead load, 100 ON from hurricane ocuanlino, on an occupancy colagory 1, condition I enclosed building, of dimensions 46 It by 45 ft with exposure B ASCE 7-03 per UI3C97/ANS19511 and verticals of cantilovers exlsl, they 4m exposed to wind. It porches exist, they are expo9e4 le wind, The lumber DOL inor6aso Is 1.33, and the plate grip Increase Is 1.33 2) unbalanced snow loads have boon considered for Ibis design. 3) QFS$�Q QFi Provide adequate drainage to prevent water ponding, 4) This truss been designod �R S• TSN has for a t0.o par Donam Chord Ove load nonconcurrant with any other owe loads. 5) A plate rating radublon of 20% has been Applied for the green lumber members. i 6) Refer to gtroer(s) for truss to truss conneulons, 7) Girder curies go -in spans of 4.0.0 from front girder and 4-0-0 from buck 9lyder. 8) Deaign be C 0 6433 a4x s5umos 2 (net orientation) purlins at oc spacing In41cate4, fastonad to truss TC w/ 2.104 nails. 0).Hanger(s) of other connection devica(e) shall be Prcvidetd suMcient to support concentrated 1044(s) 60 Ib down and 5 lb up At 14-8-7 on top chord. The design/selec tlon of such mnnoglon device(s) is the responsibility of others. * •08 10) In this LOAD CASE(S) section, loads:,pppod to the face of the truss aro noted as front (17 of b6dt (9). LOAD CASES) Standard Continued on page 2 T July 17,2007 ptavMYo - V•1% 4-(#A PGOO 6- uea A114P A -MG ON TMIs Alcan Md ZV= Ur4'= AXir=R6tYea P4UU AM7473 a8bfera 6435. O-lpn vesd 1w via oN/ with A4te4 Lmnectoes. Thu 4v;12n Is Oiled WW open pcm;nal4rs 111avn. and if Me an M.'I4ua bvp&V Oompen9nl. AI>�obRry 04 ddslgA 0a ftton ane propel Incaporaem at � VAPC lenl It MPOnsfDpN d 1� p 4049ner- not Mn 6rocuq shown Is lc� lotned s pp=4 V hdr 4kfvd web mdmbd % cn the MpGnsbffly N•AddlhvnaNmposPwbelYotoebk �rpoGNdu bmsemo.,dingofth• •r•c sol. Addfxwwl partwonoN Wocip o) Rse w4ra0 shlsdure O the rnponslaLry or the btYUyq tleslprsm. Far 4en4ra "once repordsp -Qvne i folxlcdtbn Oud6ry �pnpal stomp• detNery. create, be -N-1,, AHS�'/rtfPII p tey CM•nq. Dill -t9 cud ef311 euatllnp Cempon.nl Drocyq, ants. "7 Pat.ry t"a><monan abbN Irom Tn,u P1old WxMa, 569 p 1 I Drive. Modlson. YA 53719. 7777 C,.mauci Leno. a"M 106 Ck LdA 4enplesa. Lumbw Co, Inc, CMco, Ca e5p 0AU,arep Astor _ -- LOAD CASES) Standard 1) Snow: Lumbar Inaaslw.1.15_ Plain Inaaaaa-1.15 uniform Lends (pin VaM 1.2-80, 8-18-120(8=-801,9-13-14.14-i7=14 Con=nlrmtod Loads (ID) Veli: 2-80 7rspazoldal Loads (pd) . Van 2. -874o -IS. -120 11,200 a &I Q WARND7o - V7 Vv a—" p.7. Oft.rA RJUD HOTrri ON TM* AND n.vw.� sYr RSFZMNCY 11I�0wEJym� 919.1 RLfR✓tiii gAa Dotipn vcpd la Ma a*Mtn Mffeia-maclen,"401911b0=00"JQarlpdentelon NIPnr1" Is fdron incs?,O cl Isddlnp Garnpan•nf. Appacol'illy of dation Pbsnl•n and prop& Incwpotomon of competent a rrrlp"%b2Sy of OWmtp dtft t - nal t1 wt dellgfter. a QOV thin s for lolvip wppM d Irtafvlduol nroD memb.n mIV. Addnenel 1•mporay Crorano to lydwa 3IabSy 4l tp eonthtretlon u the retpmMbjjly al the a..c%, Addliondl pamtoront 6rorJttO a m• a✓erao much" Is, the reryOMMy d tn. WOdhO d«gna.. Pw 0artorol pt:dw,c• r•Gardlno fatxlaotlert, q.e0y eontIQ lt=a. defvesl•, erocllen ad DrocIna, eav I ANSVf/n quoply Cds dq DSo-sl gn41C311 9p0dln0 C.Imponoill Safety I.foemollon cuwpge from inrss Plate Indt.t.. SO Pf0net6n Oti+., McdpoM1 a 53719. r rHut � R2e0tOtp2 Inc. WnJN to 1{A0:�02ca) p.pai 7777 Groemeet 411lla. Sud. lop Mf Netone._ ra_ ki914.-. . r 1 Lt NO . (4V V25i1b V( ( U6 :1*( 1 V ; LUINUt-tLLUW LUI-It5tK l;U'. t-HA ; OSV 25yS V 14V ... .. ..—. a ---•._.. RICKB�raneefaotlonetl QN Ply rKos9s Fl, IM -_ P*--1,cnAKlp , 4enplesa. Lumbw Co, Inc, CMco, Ca e5p 0AU,arep Astor _ -- LOAD CASES) Standard 1) Snow: Lumbar Inaaslw.1.15_ Plain Inaaaaa-1.15 uniform Lends (pin VaM 1.2-80, 8-18-120(8=-801,9-13-14.14-i7=14 Con=nlrmtod Loads (ID) Veli: 2-80 7rspazoldal Loads (pd) . Van 2. -874o -IS. -120 11,200 a &I Q WARND7o - V7 Vv a—" p.7. Oft.rA RJUD HOTrri ON TM* AND n.vw.� sYr RSFZMNCY 11I�0wEJym� 919.1 RLfR✓tiii gAa Dotipn vcpd la Ma a*Mtn Mffeia-maclen,"401911b0=00"JQarlpdentelon NIPnr1" Is fdron incs?,O cl Isddlnp Garnpan•nf. Appacol'illy of dation Pbsnl•n and prop& Incwpotomon of competent a rrrlp"%b2Sy of OWmtp dtft t - nal t1 wt dellgfter. a QOV thin s for lolvip wppM d Irtafvlduol nroD memb.n mIV. Addnenel 1•mporay Crorano to lydwa 3IabSy 4l tp eonthtretlon u the retpmMbjjly al the a..c%, Addliondl pamtoront 6rorJttO a m• a✓erao much" Is, the reryOMMy d tn. WOdhO d«gna.. Pw 0artorol pt:dw,c• r•Gardlno fatxlaotlert, q.e0y eontIQ lt=a. defvesl•, erocllen ad DrocIna, eav I ANSVf/n quoply Cds dq DSo-sl gn41C311 9p0dln0 C.Imponoill Safety I.foemollon cuwpge from inrss Plate Indt.t.. SO Pf0net6n Oti+., McdpoM1 a 53719. r rHut � R2e0tOtp2 Inc. WnJN to 1{A0:�02ca) p.pai 7777 Groemeet 411lla. Sud. lop Mf Netone._ ra_ ki914.-. . F 1 Lt No .'(4U 06/lb "U'( Vt; :125 11J : LUNUrtLLUW LUI-IbtK GU. I -HA ; *s�V 25y,:5 U14V ma• CPI-• Ca. 93@26-7434. Gree AMw 1.67 1--�1, ,Mil -9 I 20 -ID -9 �g� 9 21---- 6.00 121.2 x4 6-4-0 6.83 6-4-6 643 6.473 68.15 y��yyJ 3x4 3A8 = 4X6 = NHUL 4 .._. kzeo,alm l 4on Jul 14 14;35;37 2007Pe9e 1 i STUB I r • 17 16 15 14 13 12 11 I- -t . 2x9 It 3X4 = 3X4 = 3X3 = 1.6;1 lI 1�-10-9-- 1 2-r 7-101 µ41.e 21.2.12�g aaab i' I 1 t-,4.444... . 1.2-� 6-61 663 &&3 6•L19 a61S GENERAL REPAIR NOTES: THIS REPAIR IS FOR STUBBING TRUSS 0.2.6 FROM RIGHTAS SHOWN. F7Mt. ATTACH yr COX, STR. 1, PLYWOOD GUSSET TO EACH FACE OF TRUSS WITH 10 D. COMMON NAILS ( 0.148• X 3.0^) 06- O.C., 2 ROWS WITH MINIMUM AMOUNT OF NAILS SHOWN CIRCI.FQ PER FACE OF EACH MEMBER. NOTES i6/32,EXP. 1, 32116 SPAN RATED O.S.B. MAYBE SUBSTfI UTEO FOR PLYWOOD. LOADING 1ps0 20.0 SPACING 2z -o CSI PFFL In (loc) Udell Ltd, PLATES GRIP (Roo (Roo t Snow --20.0) plates Inefeaee 1.15 TC 0.68 V644) 0,10' 8-10 1988 240 MT20 2201195 SCOL 10.0 Lumber lna�lce 1,16 1 BC 0.55 Vad(N) -0,20 8-10 X199 160 I BCLL 0.0 Rap Stross Ina YES WS 0.11 HOrz(T1.) 0.08 B Na n/aBCOL 7-0 Code 08C971ANS195 (Matrix) Welght• 260 lb LUMBER BRACING - TOP CHORD 2 X a DF No.t G TOP CHORD Sneetiled o/ 3.9.13 oc purlins, except and veflleats, and 2-0-0 oc purllns BOT CHOR13 2 X4 OF No, 1 G •Excopr (4.10.12 max,): 25. 312 2 X 4 OF Std G BOT CHORD Rigid aofltilg dlrocily applied Or 10.0,0 cc bracing. WEBS 2 X 4 OF Std G WEBS 1 Row at mldpi 2-18, 415, 4-13 OTHERS 2 X 4 OF Std G 2 Rows at 113 pia 1-17,3-15 SLIDER Right 2 X 8 OF No,2 -G 3$7 REACTIONS (Ib/stze) 8=1264/Machartleai, 171283/03-0 Max Horz t7-251(lo4dcaw 5) Max Uplift 17-320oad ase 5) Max GravB-1393(loaa rase 3), 17=1283(Ioa4 case 1) FORCES 00) - Maximum CompresslonAAaxtmum Tension TOP CHORD 1-2=130/139, 2-3=110/90, 3.4602/87, 4.5-1602/61, 5.6 -188V62, 6-7=2246/38, 7.8-238110, 1-17=11841137 BOT CHORD 16-17=0n87, 15-16,01802,14-15.011118, 13-14.0/1118,12.13=2/37,11-12-2118,10-12=-17/311, s1D=-33/379, 9-10=0/1953,8-9-6/1953 WEBS 1-16=-40/1184, 2-16-255186, 3.15=-56/503, 415-x°76/46, 4-13-38210, 4-10-0/872, 6-10=-395151. 6r9.-20/217, NOTES 10-13.(V1185, 3-16--1210148, 10.11=180/17 1) ThIs U -mm has boon doslaned for the vAnd loads generated by 75 mph winds at 25 fl above ground level, using 10.0 psf top chord dead load and 7.0 pat bottom Word dead load, fOD ml from hunlcane occanlina, on an occupancy category 1, condition l enclosed byliaing, of dtmenslona 45 It by 48 R with expo3um 8 ASCE 7-03 per USCOVANS195 if end verlic4in or cantilevers exist, they are exposed to wind. 11 pofenes exist, they are exposed to wind. The lumber DOL Increase Is 1.33, and the plata grip Increase is 1.33 2) Unbalanced SAO- loads hove boon Considered (or this design. 3) Provide adequate dralhaga io ��FE$S/� Q proventwator ponding. 4) This truss has been daelgnod for a .0 psi bottom chard live load noticontslrMnl with any other five loads. 10 �CGO_*�� S 5) A plate rating reduction of 2016 has been applied for the green lumber mambom. �r �'�. G 6) Refer to gWef(tr) for truss to truss connections, 7) Design Asyumoz 4x2 (flat orientation) puNns at ac apadrlg Indln,ted. fostened to truss TC W/ 2.104 traits. C 04 33 p LOAD ..ASE(S) Standard s OF 1F July 17,2007 O , t' ty dw9npa.ameMe wd Rb4P NOM OM rX6 AMD C1flD7DJi;t! AaTfK leal>�1Cy PA02MM"ra ahycws V= d lu we otuywith Mrletce tar� fib gatarlk based wWuponpommetee tMwn end 6 fartinitdfvtduolb6$dq ewporwnt• ty of d-l@nparomonlerr and Topervleorpototlonel eamponeM 6t-pa,-4VbA ef bWdkfg dadaw• rot inn. 1-41glar. Ilmdra fiuwn 7A5cbXtV support of V%2Adud wob meelbae ent7. Addi4smal lamp ro y bnxVig to Intore stabaty duMg e4reNsylon 6 the rmpon"py d the ddlHenq perrnoneM brachg of Ina warvl ttn.cl.re 4 the respotilbey of rf+. ds&Ww. lot eonanol 0-144nca ndardIng QuaAN eonaol. ttdroe. d&Oywy, creeflonad b=1nd. eonugi AM31RTIl Ou®ty CAtnde, DSe-89 and IC311 luldlne Gmpanani rmallon owlebte 8om1'l m Pwtl lrvlltvll. 51] D-Oroll0 DMe. ModBm WI 53719. 7777 Gnanbsar Len.• Sh. 100 •... �..�. •.___ __ CO- WWnS.rr. a.`a10 r 11-t 1\10.'(4U V6/10 " U ( V25 ; R2 1 J ; LUIVUr tLLUW LUI'It5IZK W. I-Hn ; DSU OZJ6 U 14V 1'Hlat O -- - --- - 1111 Pol-o- Tnu,a TNSs type 1111.. ty ly RIGK9oN aealo�lce 5 FS CAL HIP ♦ 1 _ !gQ Rdlirence Inydonall L-0.11" t mom Co., trw., ChYa. Ce. 05925-7♦34. Glee b0er �y 0.200 5 Jul 11 7005 M rt M 15 1435!37 2007 Pope i -) __._.1'ta• 4 ��. _.�9.n /� 1?.x,15 111-0115 1 4ii.1 *, ,,. _��.w1 a. 3111, 8.4 I �SAn 1 1." 6.14 611-a b+] b+o 663 6." 0.4.9 7.60 61.12 acxl. Sx6 ♦x8 - 7xo = 3x8 = SSB 5.00 r 4 IS a 1 a -�- Z - �- 01-2-8 STUB 0 Al 110. 12 2x4 = 3 \ 3xs 4x8 1::. O 9x♦ 1a 1 2 - 1 1CJ 11 1 P d \ / Us . 11 8x8 II i II \2a 20 24 23 4 3-0-0 1x4 11 37A{ _ �tD v 22 21 20 19 /a 10 15 14 9.4 11 5x8 = 336 = 3X4 It 2X4 II 5.0 _ ♦� = -2" tI 3XB MIN SIZE OF REMAINING PLATES 14,ao 1 12:Za� .- -.� �.. ...w� . ,- _..1 r) _ 46&0 1 1+110 187-a 69-0 d}A GENERAL REPAIR NOTES: THIS REPAIR IS FOR STUBBING TRUSS 0.2.8 FROM RIGHT AS SHOWN. ALL THE REMAINING PLATES MUST 8E UNDAMAGED - 1. ATTACH 1/2' COX, STR. 1, PLYWOOD GUSSET TO EACH FACE OF TRUSS WITH 10 D. COMMON NAILS ( 0.148' X 3111) ® B• O.C., 2 ROWS .WITH MINIMUM AMOUNT OF NAILS SHOWN CIRCLED PER FACE OF FACH MEMBER. NOTE: 15132, EXP, 1, 32/16 SPAN RATED O.S.B. MAY BE SUBSTITUTED FOR PLYWOOD. PIS 4>telIX Xl ., - 0 618 s:0 9.t) 0-2.8 1 :a8 01. 117:4-"•0-2-0 0.2 -0 1!0 -4 -0,0 -2 -4 23!0,8 -4,0 -3 -Al 25:0.2_Lj ¢t$1 _ LOADING (par) SPACING 2 p p CSI DEFI- In (loc) I/dee L/d PLATES GRIP TCLL 20.0 Flowsln=aso 1.18 TC 0.80 Van(LL) '-0,30 14 x989 240 - MT20 220/195 (Cool SnOrr2Lumber Invaso 1.16 BC 0.77 Vei1(TL) -0,59 14 >932 180 TCDL 1 10.0.0 laRap Stross Incr YES W13 0.90 Horz(TL) 0.12 11 n/a n/a BCLI 0.0 Code UBC97/AN3195 �_.. . 2.4 1111-- (Malrvl) Weight: 341 ID LUMBER BRACING TOP CHORD 2 X 4 DF No.1 G TOP CHORD Sheathed or 2-3-2 oc puNns, except end vanlcals, and 2-&0 oc purtirls BOT CHORD 2 X 4 DF No.t G •EXmpt• (3-11-15 max.): 4.8, 2-27. 8.18 2 X 4 DF Std G, 6.22 2 X 4 DF Std G BOT CHORD Mgld calling directly appyad or I0-"oc bracing, Exrapt: VVSBS 2 X 4 DF Sia G 6-0-0 oc bracing! 18-1x. OTHERS 2 x 4 DF No. 1 G 'Except* WEBS 1 Row at midpt 8-21, 7-21, 7-19.9-17, 6-23,5-24 13-15 2 X 4 DF S14 G JOINTS i Brace at Jt(s): 1%, 13, 27 SLIDER Right 2XeOFNo,2-G 3.56 REACTIONS (Ib/61ze) 11.1717IModwnlcal, 28=1761/0.3-8 Max Hors 26.870oad case 6) Mox Grav i 1=1770(load case 3).26=1 794(load rase 2) FORCES (Ib) - Max,rrwm Compreaalon/Maxlmum Tonzion TOP CHORD 1-2=.45114, 2.3 -1682139, 3.4=-1900/68, 45=-1638/52, 5�=1769/48, e•7-•1842!42, 7-8=2279/0, 8-9=265510. 9-10-41XII/0,10-11-3113/0.2&-27=174610.2-27=1745/0 BOT CHORD 21.22.01169, 20.21=011892,19-20=011892, IB -119=27/19.16-18-4/4, 1518-0/0,14-16=010, 1%-18=-45x212, 8.17.0/873, 25.28•.67/55, 24-25°.4/1409, 23-24=0/1765, 13-17=(/2608, 12.13.0/2808, 11-12-0/2606, 22-23=-7P/4, 5-23=0/578 VVEBS 3-25--68710, 3.24-0/440, 4-24=211620, 21-23=D/1B94, 6-21=299/13, 7.21-190/22, 7-19=72210, 7-17=0/637, 9-17••934!13, 9.12-0/287, 2-25/1640, 6-23=286123, 17-18LOr2044, 5-24-722/0, 113-16=Q/180, 1-27"/59,18.17-.64103 NOTES 1) Thla truss has been aoslgnea for Ina wind loads generated by 75 mph winds at 25 ft above ground level, using 10,0 psf top chard dead Ql�LOFESS/o load and 7.0 pd wiom.chom dead load, 100 ml from hurricane oeeenllna, on an occupancy category I, condition I enclosed building, of �Q limen=Ions 45 h by 48 N with exposure B ASCE 7-93 per UBC971ANSI95 If and verticals or CarlWavera oxtat, they aro exposed to wind. It �Qy �� S• %/N (�2 porches exist, they am exposed to wind. The lumber DOL Ineresso Is 1.33, and the plate grip Increase B 1,53 A\ C 2) Unbalanced snow loads have been considered for this doslgn, 3) Ovemang has been daslgn rot 2.00 limas live load * dead load. Ux 111 4) Provide adequate drainage to Prevent waist ponding. C 04 433 5) 1 his truss hes been designed for a 10.0 psf bottom Chord live load noncwncurrant with any other Aon loads. 6) A plate rating reduction of 20% hss boon applied for the green lumber members. E .pQ Continued on page 2 OF July 17,2007 Q >PARNLr4 . vrt/y a..lo;, no.o4,-r.,- -...r ruc4a r+oTe, as 1m6.um rrrcrw� rrar>srr xaraastrca roam rsrr7,�s asrwts ass, D.1 qn -44 for w+ o;V/,Alh Vilrek eortneelon. Tha deign a boded enb uP61 p-rieton ihoPyn, ala Is tot onhQ.lduol bulldh,a eemparwlt, APP40obAIV of detign paomenlen and p"W Incorporation of 4ompQrom b rerpotvtbYay d ba4dVn dmipnm - not ow cmigner. arocing iho wn . n la W-oi s pp -1 e(k,*4 vQ1 Web menlben 041. Additlond tomporory Crodrip to Im1xw th�ty dt,leta vorO"50n a Ne tespomMUty al the M!� .Hera. Addttlon pe mcnonl broalna d the evofap.lvuehxo k the tarpercT<diN of Me btxldIng dedpner. ra ii. sal p.a44ruV MS9,0V . 14tx1eolbn Quoth conNel atae0o, det+ory, wCt{p19t 8 W1 AN!lg151 geoON Crtl.da, OSA-40 ono 4G11 Wilding Gompoe.el lafety I6rotmatlon owlode KeM inm PIe1r wllMe. SW .2m Pin, Modlad. N7 57719. 7777 emmilmek Lane, *tpo too -. .-. Cft a HelaOo_ G. aUe10 _ • _ F 1 LL No .'(4U W/lb '0*( 06:P3 l ll : LUNU�ELLUW LUMBEK l;U . F•HX : b�U 0140 F'HUt b. Jobfpty a iilCNsoN RSer[ RICK0545 FZ CAL MIP 4 7 Lang f -n— hbnber Co.. Ina. ChU. Co. 950267154. Oreo Ae11er � 8.200 a �u1 17 70P5 NOTES 7) Refer to girder(a) for trues to truss connections. 8) Design asauma5 02 (flni orientation) puQlrts at oc spacing Indicated, fastened to u4S5 TC wl 2.100 nails. LOAD CASES) Standard V W44NWQ - %Wo min perwn-o" ane R-0 avrds aff l= AND Drl gmw mm AzrzAw= 7.lax ACsTWO Agra" DRL. QaNpn "04 for 4ae any .rim reset. cormclon. T114 daflpn It pw*q «+b upon pofommon whwm. and b fat 6n tndNduN bu9dlnp 66mponent. App6cabnN of dailpn pa amenlan and props bwmpgmgon of component N rslporummN of �Iff de+tWw. •cwt b7n5 4ml8nel. 6roc9p filwvn e (a, kraal HgpoA d Nd,dscd..,�b member af1f9. Additland femparsy Gac(n0 W 6vwrr nGbG15. QuinO e6nutno hx b Ise rwperlyb�N d Ise 0 . wetly. Additloe d po n anent brocho of th. —ew0 structure 41116 rwpwuk6N of Ise oLelalnp dwfpner. fy 0werol pu(gonce re0ordbq Sol a q.w9N c 006 rlbae 4*kvoy. emotion and botyly 1 ANSIM 9 a0N C41M4 056.69 on4 lC711 LuMna Com oneet dy M�mallorr ovdlobl. boa, inn. ttate Inflltule. 593 O'_mQ fAN0. Modkon 1+1153719. p 7)7y Gretnbw Sana, Spee 108 P28010104 i- 1 LC 1'40.(4V UO/i0 V( VO -1Z) 1 L • L1-IiNu CLLUW LUI IDCR UU . r HA • QOV 0Z�13 V 14V rHUC e Nes Nae ype _.............j(YfY ---TY RICKSONRESIDENCE a2r1oltl105 RICtt0625 E] CAL MIP 1 7 JobBq(q(iy$ fedionan Longfellow Lumber Co., Ina• -lir , C0 0402043d -- 8,200 a Jul 13 2005 We); IIWWnee, Inr. Tue Jul 17 09:10:01 2007 Paga 1 .i Tn 6.14 �ZItL1?_124115 11"'5 25,41 1 si.ai sA� 2111 FAILI.. 459-0 1.00 6-1.4 Stl•fi 0.4.9 6.4.0 1Lls•] 'tN0 P43 7.50 6.1.12 s>,s 9x15 - SxG = 0x6 = 5x8 Yb W 2S 21 �3 � _ 49.7.a 3x4 It 3x6 = Us = 22 21 20 19 •-� 15 15 14 3x4 it 54 — Sus _ 3x4 I! 204 11 6x6 = 3x6 = 2.4 II 14.0-0 1���n���<c�� 14-04 t8.7-8 6-,0-12 8.1.12 GENERAL REPAIR NOTES: THIS REPAIR IS FOR STUBBING TRUSS D-2.6 FROM RIGHT AS SHOWN. a�1, ATTACH 112' COX, STR• 1, PLYWOOD GUSSET TO EACH FACE OF TRUSS WITH 100. COMMON NAILS( 0.148"X 3.(r)4@ a^ O,C„ 2 ROWS WITH MINIMUM AMOUNT OF NAILS SHOWN CIRCLED PER FACIE OF EACH MEMBER. NOTE: 15/32, EXP. 1, 32/18 SPAN RATED O.S.B. MAY BE SUBSTITUTED FOR PLYWOOD. Plain f) e s 2!0.21a 2!0.2- 6����1�120,0.12�fl7�-O 119.0.118.0. LOADING (psf) TCLL 20.0 SPACING 2-" CSI (Roof gnow=20.0) PIa166 hlcrease 1.15 TC o.59 TCOL 10.0 Lumbar Increase 1.15 BC 0.69 RCLL 0.0 Rep Stress inor YFS WS 0.90 912-91 70 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 DF No.1 G BOT CHORD 2 X 4 OF No.1 G F""Pi. 8-162X4OFSid G,5.222X4OF'Sid G WESS 2 X 4 OFSid G OTHERS 2 X 4 OF Sid G SLIDER Right 2 X 8 OF No.213 3-5.6 6=16 - 1:93.0 I STUB 18'X12" II ° IQ DEFL . In (toe) ,Vdaf Ud PLATES GRIP Von(LL) -0.29 14 X989 240 MT20 220/795 Vert(TL) -0.50 14 x849 160 Horz(YL) 0.12 11 n/a Nd BRACING TOP CHORD BOT CHORD WEBS REACTIONS Vslze 11.87/638,12=1888/6.38, 28° JOINTS ( ) 1607/0.3-8 Max Harz 26-M7(load case 17) Max UP11ft 11=2000100 case 11),12=-4950oad case 19), 2e=72200ad sane 18) Minx Grav 11=28WOad case 12), 12=2540(load case 12), 26=2343(load C486 11) weight: 33910 Sheathed or 4-2.1 oc puffins, except and vainicala, and 2-0-0 oc pullina (495 max.): 4-0. Rigid calling dlrectly appted or 4-0-11 oc bracing. Except! 1 Row at mldpt 623 1 Row at mldpt 3-24,6-2 2.26, 6.23, 1 Brace at Jt(s)! 17,13 s 2,a, Q�yp �SSIp S. m FORCES Ob) - Maximum COmpreselon/Maxlmum Tension CO 93 TOP CHORD 1-2=0/51, 2-3-21991764,3.4=-22301664,4-5=1691/344.5-6--1641/WO. 6-7=1704/394, 75=13761248, 8-9=18801551, 9.10-66/405, 10-11=313/480, 2.28.-2292n14 9 BOT CHORD 21-22=73228, 211-21-83012157.1191:20=838/2157, 18-19=-4D/30,1G18r518, 15 16=0/0, 14-15.0!0, 17-18-77/202, 8-17-X79/290, 26 -21=1592/1674,27-20--242&2507.25,28-256=537.24-25=-1846/3029, 2324=14622 6 60, 13-17-431/260, 12-13=431260, 11.12=431260, 22.23-11170, 5-23=108(731 p WEBS 3-25=962/339, 3'24-373/877, 4-24=148/489, 21-23-7085/2362, 5-211 0 61/6 4 6, 7-21=5021740, 7-19=432f333, 7.17.-312/101, 9.1 Y= -658/2175,9 -12 -23a$/6`/5,2 -25-71212008.6-23=827n85, 17-19-.8732322, &24=081/409.13-15-0/`102, 1e-17=131/88 QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER SHALL RFVIEW THE INPUT NOTES LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE 1) This truss has been designed for the weld loads generwod by 75 mph winds at 26 SUPPORTING abo a Qtr illevel, sl STRUCTURE 0.0 AS STATED ei to chore E DRAG LOAD NOTE BELOW. dead load and 7.0 psf bottom chord dead load, 100 ml from hurdCa00 OwAnline, on an occupancy, category 1. Condition I P enao:ed building, Of dlmonslons 45 it by 46 fl with exposure B ASCE-7-93 per UBC97/ANSI95 It and vOrtcals or cantilevers exist they are exposed to wind. If porchan 63151, Ihoy are exposed to wind. The lumber DOL Inuaaso Is 1.33, and the plate grip Increase is 1.33 2) Unbalanced snow loads have been consldorod for this design. 3) Overhang has been daslon (or 2.00 times live load . dead load. 4) Provlda adequate drainape to prevent water ponding. 5) This truss has beery dosigned for a 10.0 pal bottom chord live load nonconcurrenl with any otter Ove loads. 6) A plate raft roducton of 20% has been applied for the gratin htmbor members. 7) This truss has bean designed for is total drag load of 2500 lb. Connect truss to resist drag loads along bottom chord from 0-0-0 to 1.6.0 for 1665.7 pit. Continued on page 2 July 17,2007 (] WARMA✓O . q rt(y —if- paron - ew As4a Miss ON TSR6 AMD OrCLr =+M:= PAWZRL M PI6S aftLY497 Ji70. U81C A.C wAd for use eryy with Mi1rR ccrxlocfon. n0/ des7pn 4 bmssq an1Y upon poromelen iltewn orlq 41a 1X141dMd,bl bu PPOobSlry os tl.slOn psoronlenlen sulci pop4/'sxaparolkil t>+canpax,eMbrmpou[oiilY dl btxlmnp deslOslu•,lef butes doe lb .8roc'jll0 ihoan b to sirs suppoA of y,etsQvdu,00 members only. Adalllond (aTPaery Goarq l0 9e,.re slbbiey d ,.filo esxanvellon b 616 rngaorwbl0ty m Ole nrslclo4 3Cd16enat permorlenl brcx:lnp d It+sr w4ro0 s1/vclun 41ae rosponsrb0ly of (11• bv11dx10 deNOner, For acute! p�arlce roOordYsD 1�Ibra gW91y enn4a. ele,ea. de�W. O(Od60r1 and brach°. cenyA7 ANSURII Qud6y CAml4 056•bY o04 OCSII tuYAnp CemPonont Sulam In em,alon o"aOaW 6vn {� Mble hs6AAe. 567 LYOro a Q,1rw, M ort 9719. H Lt No .'(4U 08i1b ' V'( .08:19 Ill : LONGFELLOW LUMBER CO. FAX : 530 893 0140 PAGE 8 --- .. me Truss Type . __—•—.. _. —RICKSON RESIDENCE R25016�05 R�Os062o - E3 CAL r11p 1- t 1Ja Re(eronae loationall Wn0hl4ow Lumt+•. Co„Inc . C7uco, Ca. 0502bi{7{ _ 11.2D0 s Jui 13 2006 NITek Indusl4a,. Inc. Tu• Jul 11 DitlQol 2007 Pepe 2 NOTES 8) 066ign aa6umea 9x2 (Mal orientation) purlins at oc spacing Indicated, (asterjed to truss TC w12-1 Od nalW. + LOAD CASEiS) Standard e Y ° WAI M VWUM d4Va prwe. WW AZAD X0=0 ON TMH tela PIC94D p W7=A=WH NCI R1aa �04�8 ar�aRs vae Oarkln .=pq la ale oror wltn titfet canrl•cton. ih6 oeslpnb txwC orae Won pe7em•1•n shorn end V ler iWINCud Cu6al.q =vrtlponenf. Appkabmty d deslDn p�arrnlen ord WeDe� Inee.P4aHcn o1 oomporpnl b �+porIGD16Y d be�r,p 4egDnd• rot tw gNlpnec &orJny �hwn ofor blutlrupporlV dorso nlbnb•n uM'. Aerntfond l•mporory troclny fe hw•ha eorupyr;tlonV the re lraegr, AQoiYprwl Pd++wnrnl Drocal0 d Rn evereA �lrvctu�• h tin rotpe�x6>�y d the dm noir. � pmryd �4da�ce r �°�N of me ahncdlon ouesy0 0o ae°tr`e°Q° ae� . •nralm o �O�Iw�• �Rul A�� � 4 P ec a+p ialery bl,,,adlo,. { U hnlNfe.583 e. MO�en, t9. Cmlda, D61.69 w10 6G3t1 6u091np C•mpon•n1 F 1 LL No .'(4U 0�3i1b V( Uta :1�3 1 U : LUNUFLLLUW LUMbEK UU . rHA : b�U 8y�3 U140 FHUL y L.ob. Tnsss Tn1a�ypn Ply JatD Reference ONCE a25 W CAI. hul 7 7 ' ( Cofill..-... _ lanpleuw 1-041co Inc Chko. Ca.9a92&7434,Ole2Asher 6.2006x+) 182005 MITak Indu4tllaa. Inc. Mon JulJul 1510:%6:3417007 Pagel - 9.104 1"4 15_sn 1 x..010 F? I- �t.a. I ,ay.. I 44.104 ASBZ 4615 6-3,5 0.611 411.1 b&-lo 2.614 3.1.12 7.9.15 i%.4 1.9.12 Id-la's -( acvl--1:46.0 2.4 II 5.6= a 6.00112 2x4 11 axe a 7x6 = 6X4 = axd sem` 1 a 24" X 18' 5 6 7 u -rw...7 4X6 j ten rP?7 \ 12 24" X Iffi' ` -- B 6 717 ^ 19 15 UI 23 13 4X0 .� U6 -3 lei= 2.4 II axe = 1.6 = 4x12 II 72 21 20 3x6 = 3.4 a 4x8.= 2x4 II t BRG MOVED I 19.4-0 Aft: .sgni ... _- 10.0.0 6-4.0 1664 13.10.12 1.0-0 GENERAL REPAIR NOTES: THIS REPAIR IS FOR MOVING BRG JT 18 1.0.0 TO THE LEFY AS SHOWN. 1. INSERT 2 X 4 OF STD NEW MEMBER AS SHOWN MA� 2 ATTACH 1/2` CDX, STIR, 1, PLYWOOD GUSSET TO EACH FACE OF YRUSS NTH 10 0. COMMON NAILS (0.148"X 3.0') ® e" O.C„ 2 ROWS WITH MINIMUM AMOUNT OF NAILS SHOWN CIRCLED PER FACE OF FACH MEMBER, NOPE: 15/42, EXP. 1, 3- 10 SPAN RATED O.S.13. MAYBE SUBSTnUrEO FOR PLYWO D, LOADING (Ps2 TCL D.0 SPACING 2-0-0 CSl DEFL In ([cc) 11400 Lld PLATES GRIP (Root Snow=20.0) Platos increase 1.15 TO o.80 Vart(LL) 0.13 12-13 >999 240 MT20 220/195 TCUL 10.0 Lumberincrease 1.15 Be 0.48 Vart(t't.) -0.2412-13 5752 180 SCLL 0.0 Rep Stress, (ncr YES WB 0.40 Hor2(TL) 0.01 12 Ala Ala BrDI Code U13C97/ANSl95 (Matrix) Weight: 249 lb LUMBER BRACING ' TOP CHORD 2 x 4 OF No.1 G TOP CHORD Sheathed or 6-0.0 oe purtlns, except end verticals, and 2-0-0 cc purlins BOT CHORD 2 X 4 OF NO-1 G 'Except* . (6-0-0 max.): 2-11, 2-21 2 X 4 OF Sid G BOT CHORD Rigid calling dlrer3ly applied or 10-00 do bracno, Except: WEBS 2 X 4 DF Std G 6-0.0 oc bracing: 18-19,13-14• OTHERS 2 X 4 DF Std G 1 Row at mldpt 2-21 WEDGE WEBS 1 Raw at mldpt 6-18, 6-14 Right: 2 X B OF No.2 JOINTS 1 Brace at it(s): 10 REACTIONS (Iblsize) 22-613M1echanlcal, 1B=1259!03.8, 14-1243/0-", 12=482/046 Mex Hor: 22=160(toad case 5) M4x Upliftl2=1(load case 5) Max Grav 22=562poed case 2),18-1291 (load case 2), 14-1401(load case 3), 12.534(load rasa 3) FORCES (lb) - Maximum Compro:slvn/Meximum Tenelon TOP CHORD 1-2.466/61, 8-9=1()510, 9-11••86!/9, 11-12=-680/33, 1•z2. 51610, 2-3=391%19, 3.4--3&W40, 4-5=0/242, 5.60/242, 4-7=01240.7-10-.5171124, 10-11 m-5191124 BOT CHORD 21-22=0/139, 20.21.015, 18-10=242/25, 17.18,•(/330, 16-17=01330, 15.16.01330, 14-15=0!330,14.23.•240124, 13-23=-24024, 12.13.0/505, 2-21=24(310 WEBS 2.18=0/148, 19-200/44, 3-19-902/0, 4-19=(l752, 4-18 -884/0, &18=653/0, 6.14x-804/0, 7-14=1028130, 11-13=-352/0, NOTES 8 1-21=61310, 6.101288, 19-21=0/360, 9.10+.4=07, 7-13=01910 1) This this% has been designed for the yvind loads generated by 75 mph winds at 2511 above ground level, using 10.0 pal ldp chord dead lo44 and 7.0 psf bottom chord dead load, 100 ml fmr61111r71ean4 oeoanlins, on an ocempancy category 1, condition I enclorcel building, of RQF ESS/0 aimensrons 45 It by 47 9 with exposure 8 ASCE 7-93 per UBC97/ANS195 If and verticals or canillavers exist. they am exposed to wind. If �Q por4lCs exist, they are axpo6od 19 wind. The lumbar DOL Inaeaso Is 1.33, and the plate grip Increase Is 1.33 2) Unbalanced snow load% have been considered for this daclgn, C" 3) Provide adequate drainnge to prevent water pending. CO Q� �� ) 4) This trues has been 4aslgn(A for a 10.0 psf bottom chord live load nonconcurrnnt with any other five loads. 0 C,1�j oo 5) A plate rating reduction of 20% has been applied far the green lumber members, � C O 6`133 5) Rater to oirder(s) for I=* to truss connections. 7) Design assumes 02 (flat crient4t)on) purlins at oc spacing Indiemlcd, fastened to truss TC w/ 2-100 nails. E •09 LOAD CASE(S) Slarldmd TFOF 1 July 17,2007 p wuenaa . ar.yl, 4..i9n yaronr.r... o.ra rsaA lrOTd4 W,r-T7d8 AMx AticLfrDFP BP/YR R81SR8Nd6lsldy Ddff 7478 aiPORa ars![. De Ian vats Is, u4. "v,lh Meak comeclao. The 4•4en b 09s•d OWN upon js-1 r. Morn. and a Is, on Sndvlquof bwldino cornpon•nl. AaGfcoGlry of design paom•nl•n aha pap4v xlcpporonon of eampan•nt So r•/porv+botly of bulCne anawmi -not has dagga y. *oc ry Mown �. o fa !dime! .upper d tnslvidVdwab n1enlDen only. A4tdtltanai t•mpaoy.Ofaallp to incur 4gP1Yly dhtpl0 eorotilrelbn b rh• relPonsbm t at Irig .cls, .edtou,d Permanent bacitd d In. avaro9 4hlaetsre a the rolporv�ilN of IM bUld4q dosldnef. ger e•n•rd ODUonce rotaar41r1ro,K.,o �„. lobrlbollon gvOoty oanrra, 4wraa. 446vey, erocllon and ivoeep, ccwW1 ANSIC1 -My C61-4-, PSI-59 and SCS11 Burlgloy componunl So1.N Inlamaxen ovahobl• hwn inns Plole WtIMe. 597 (YOnelrq pslya. Morison. WI 53719. 7777 dsaanoaq lane. Sutle 109 nn.a lu xl. CA 051110 1-11-L No .'( 4U 10r/lb V( 06 : �U 1 U : LUW-ELLUW LUMbLK UU . r RX : b3U 63 33 0140 PAGE 10 Job Tru66 Trunn Typo Ory ply RIC.. REalOENCE H7e010707 RK:K062+ iia1JOD Re[ernn09 /dWOo(rll _J Lergreaew Lumner CO.. Inc.. COI-, Co. 95820.7434, Grog Astor 6200 s Jul 13 200- L91 ek Indt,slrks, lna. Man Jul 16 14:16:40-2007 Pooe�i 76.475 27. r.v l ».nom I 41A.7 1 %47.7 1 44-704 pd.AOI --675 i15 0.0.11 o-5.0 63.12 &&If 1&11 110.0 5-3.4 1•6-12 I 12-10.13 8"Ie - ):66.4 6 oo 117 Io 2x4 II 11 � I B 12 16 17 16 20 10 14 13 _ 06 4X12 II IJ I" 5X8 = D 2704 II 2x4 11 23 24 23 3x4 3x4 11 4x8= 2X4 11 1-.,. ta40 1 16M 1 _ 33.111 it R� ...._4&&0 aa.e•o 10.00 62-4 17•&13 0.03 11.10.12 1A.0 GENERAL REPAIR NOTES: THIS REPAIR IS FOR MOVING &RG JT 21 1-010 TO THE LEFT AS SHOWN. 1. INSERT 2 x 413F STD NEW MEMBER AS SHOWN 2. ATTACH 1/2' COX, STR, 1, PLYWOOD GUSSET TO EACH FACE OF TRUSS WITH 10 D. COMMON NA11,5 (0,148'X 30) (a 6' O,C., 2 ROWS 1 L WITH MINIMUM AMOUNT OF NAILS SHOWN CIRCLED PER FACE OF EACH MEMBER. NOTE: 15132, W. 1, 32/16 SPAN RATED O.S.B. MAY BE SUBSTITUTED FOR PLYWOOD. Plate Offsets /X_Yt' -1-4111 3:0- - .Edge1. (13:0.0.4 Edoet.122:0.2.8.0.281 LOADING (psf) SPACING TCLL 20.0 2-0-0 CS1 DEFL in (Ina) 1/da0 LM PLATES GRIP (Roof Snow -20.0) Plates Incrouse 1.15 TC 0:73 Vert(LI_) -0.05 1314 x999 240 lriT20 220/185 TCDL 10.0 Lumbar lncrmaso 1.15 8C 0.31 Vaft(TL) 0.1013-14 X999 180 BCLL 0,0 Rep Stro:s Incr YES WB 0.59 Horz(N) 0.01 13 nM nhr BCDL 7,0 Code USC97/ANS195 (Matrix) WelghL' 247 Ib LUMBER BRACING ^� TOP 0+ -,'ORO 2 x 4 OF NOA G TOP CHORD Sheathed or 6:0.0 oc ptlnins, except and verticals, and 2-0.0 oc purfina BOT CHORD 2 x 4 OF No.1 G •E7reapR (&0.0 mux,): 2-12, 2-24 2 x 4 OF Std G BOT CHORD R1914 calling directly applied or t0-0-0 oc bracing, Except WEBS 2 X 4 OF Std G ' . B-0-0 be bracing: 21-22,15.16. OTHERS 2 X 4 OF Sid G JOINTS 1 Brace at Jt(*); 9 WEDGE Rlght: 2 X e OF No,2 REACTIONS (tWaiao) 25=484/Mecnani", 21=1370ro-38,18-123410.s-e, 13.37810-3-b Max Hom 25;480oad case 6) Max UPWt2S=19(10ad case 7),13-3(1044 cue 7) Max Grav2S-,S280o4d caro 2),21=1 388(load case 2), 16=1376(load case 3).13-4420044 mass 31 FORCES (ib) . Maximum Compresslon/Maximum Tension TOP CHORD 1-2-383/72, 10-11=105/0,11-12= 89M.12-I3:.595g0,1.25.-501/25, 2.8.-4811112, 34=-447/1 t3, 4-S=0/441, 6-4=432/0.6-7=-432)o, 7-8=01307,8-9--472/120,9-12--472/120 BOT CMORO 24-25=63146,23-24=119.21-22 441/0, 20.21.0/864, 1S-20-Od360, 18-19=/360, 17-18=0/432, 16-17=(.1432; 16-28--30710. 1&2a-30710,14-15=0/472. i3 -14=(V469,2-24=-266/0 WEBS 2-2 2=-1 811 99, 22.23-.8/]9, 3-22--37410, 4-22=0/997, 4-21=838/0, 5-21=91710, 5.18-0182, 7.18.0/181, 7.16 -815!0, 8-16919/27. 12-14-287/0, 1-24=31/357.5-10=0/l63,22-24=41325,8-11-423180, a-150/878 NOTES 1) This Inraa has been dealancd for the wind loads generated try 75 mph winds al 251t abovo ground level, using 10.0 pal top chord dead load and 7,0 psi bottom chord dead load, too ml from hurricane coeenlina, on an occupancy category I, rendition I OACIO660 Wilding, of dlmerslons 45 N by 47 It with exposure 8 ASCE 7-93 per USC97/ANSIDS If and verticals or cantilevers axial, they are axposed to wind. It porcn9s exist, they are exposed to wind. The lumber DOL Increase Is 1.33, and U18 plate 91p Inlxeas4 i3 1,33 2) Unbalanced snow loads have been conslderod for this design. 3) Provide adequate drainage to prevant water ponding. 4) Ali plates are 5x6 M720 unless otherwise Indicated. 5) This truss has bean dar:I9ned for a 10.0 psf bottom chord live load ndnconewrrent with any other fee loads. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for links to toss connections. 8) Design assumes 4x2 (Oat orientauan) puffins at OC spacing Indicated, laYlcned to buss TC w/ 2-itld nails. LOAD CASE(S) Slandavd Q WARNDrO • w.1/y d --W- P--M,-4r4 an4 RZAb K -M ON 7M9 AND &&UAW &OTAN 05 PAGE AMP7474 &"ORR USX. Uesr2n vabd for tee onN Math MR61, eogn•cka TM 494en i Omed arta upon pommelea shown. and If to an Mefi'kk'.lbv4etvreArnpan•nt. Apptaabiy 61 "iDn para nenter5 and papa/ Inaarperaeon of aaonpen•wi a I�•P="'�'yh' d b.:IG.R a-. W er - net 914s O. ler. Srccing 0 n if far b4rd tOppOR of Ndlrrduel Web rn•rnk- any. wdd4mnal 1•rrt)awaly Droc97p ro Irma• r1oDHN cit dn0 condn,cllon tl7e rt pen.467ity al 117• 0160101. wd6lla.7el ly^narlenl Ixocir7p of Ike oVeNlltnreluro O Ir7e rorpOrumaiy el rile N�dinp deis7n01. for Q.n.rW OvSOar7c• reOoiCvq brxkolion o=' contra. ala/eae def- - wealion ontl braavgvz�p nrwlf ANsrrt►n oualgy C4 -d. PSI -99 and eCSil 6undiny Camponanr 3aNN Wormallon ovoaobte Mgr., l,.er PWI• yuGMe, 563 oOnoMo e. r lodkon. WI 53714. July 17,2007 7777 ereene.a Lone. Guee 109 BUTTE P` COUNTY AUG 2 0 2007 DEVELOpr,,ENT SERVICES A35 CLIPS AT U O.C. TRUSS BLK'G TO TOP PLATE= Ia W I c~n ' I� I I I � I I I I a' �I QI i U_ I I I I I ' I ' I ' I I I I ' I i I I I I I , , I , I I 1 I , I TRW TOF T" STRAP TOP PLATE TO TRUSS " II DI ARHA ctii A 0. C18693 N REN. CA __ S ® I CALIFORNIA FRAMING u, \\ \\ U')/ I I SAVCVU� eZW*J§59-T7W. AT TW L AT TP -401'.' ro-PP��T& Alp /2V"P&, awr P*64 ecWmA?,Tm A -r kr /.% "a&#. BUTT- l.krry Job number >> 05-072 Structural.Calculations for Rickson Residence Lot 40 Casa Del Rey Paradise, Ca. Gary Hawkins Architect 3045 Ceres Ave. Ste 135 Chico, Ca. 95973 (530) 892-2700 (530) 893-0.532 Fax �E® ARC DATE 8/17/07 BUTTE COUNTY AUG 2 0 2007 DEVELOPMENT SERVICES WO-C18693- REN. O-C18693REN. 9�$0OF CAS-�F��� �.�.' �► t SUL I[4N 0 CALCDATA 11/13/97 ------------------------------------------------------------------------- Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> ------------------------------------------------------ ------------------ Jurisdiction Butte County Code referenced 1997 UBC 2001 CBC , Wind loading Basic wind speed 75 MPH Exposure B Seismic loading Seismic zone 3 Gravity loading Roof live load 16 PSF Floor live load 40- PSF Balcony live load: n/a PSF Soil data Allowable bearing: 1200 PSF. WOW www a:ccIr > > => LJ LJ 000 (n (n co J to In Ln LL c N c H H H H WWW W W W W W 2252 w co co cn OO O O Ln 0 'N N O O r LO N n n wcococo N N N r 000 O comcoM L ,�. ( Z -7Q IU w 7-4— Rosboro B41, - 9 Beam Engineeredficir the Modern Buidder Nigh Streltgt�i; 1.9 .Vipe pin clesiencd astkeldeal engineiapad wood: beam for 1 -hist tlebr'systeo.tn s and tither con;ventiomil ftanioga,pjicaticls.Th" I : hig h - strength gtulani: is�tlict Jddal. ti&irn for rho .(Osdent td dnidli:g i . 'I t,.com.mercial ilpo RoOoib 13:ig Beam is the wise d[fective"Wbod mark=et tbday,Sinidd the 3, F Bean is ncaw intecchan gable with _p Peft tion you. -nmNi::hair, a chpi, "'B' thd*- e : Because A - is 'effii --"f d lki.01wmtdc i*'610'*L%'!.*'itA! ti -00 S.-OMP6 a ' ure:.:4 ti.v6lY.'rr'$c6d wheri, conipaxed to ; -LV an, TSL- l'era•,-'.faqhr- PRO; a:'.Balanced ayup T.lj*6,7&6'6dinbdf!.`q B-'Wiffifs-tires. a.:tltiCc�d is rinished4lo6r: kbii' '4wi' edge. fan'ted layujo. (ilverd Kffo: ro lig'm,mak-ps. lloy— g " p.r..- _:ngeasier abd faster to ft -A'0-45- pp ce ,P'rqY'0z ea*0 mandarci .Tti '.,Slpmdttef nCcri ted for use In 'ft.a"Ming -ap. 'h"it-Vpe' 11c11101- attoli,s.w. e or 4:11-g' eta a�sure�pr`oper �vrlth t;�'Icr�tnces,.Bxg:B�gtns arc �i,n.ci= :iivaily wifiiop.OA dP mtec--d'f""' U6 ?M'fiect. Colti.0066fitfi. r.Adde"th: Floov"SYpoffis t:ft!! -k-- 4$:-(i© tee[. W, fis, Widths of and 7 . matr* sta) . Ward vall, frain.-J.11g. bC,0jfis. 02".. and 18" are ized to n*choart.0ard ljoist .de-pitis. i31ldAs i.. Fb 0ffipfossibn 100:0si Pv hohz6hial shear 30.9 pgil.,, MOE 2-J x FV.bsi 'Shcuir valves Awiddlie d.evie-jvil bY,&R'i c.-cindifiens We Recognized n R6.shoro-Gluhini is mcooniml by:[CBO, BOCA and OCCI -under Natio.qaa Evalualion Report (N NER-) Ofi. mt Wet -use adlicsives comply with ASTM D-2559. in. lhspccied and certificid by 4PA/EWS in conformance with American National Standard ANSI A 190.0-1992. r LA City Apgroved. 0) 912 IJC-Gliilam BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 4512 CASA SIERRA VISTA APN: 041-620-048 Owner: PAUL RICKSON Permit No: 05-2086 Issued Date: 5/2/2007 By GLB Expiration Date: 5/1/2008 Occupancy: R-3 Zoning: Permit type: RESIDENTIAL Subtype: SFD-Custom/Model Description: 6bdrm dwelling 4422 SIERRA DEL SOL PARADISE, CA 95969 (530) 872-4421 3A Z C PAUL RICKSON 4422 SIERRA DEL SOL PARADISE, CA 95969 (530)872-4421 Building Garage Remdl/Addn 4,056 767 Other Porch/Patio Total '' FEE INFORMATION I CWIF SF CWIF SF CWIFAUD Impact Processing Audi CWIFDDS Impact Processing Fee DB R3 Dwelling -Custom, Model DBFIRE Fire Inspection (SRA) R DBSMIP Residential Fund 10 BLDG $2,411.06 $2,132.89 $50.00 $50.00 $2,523.62 $102.70 $28.91 $1,792.40 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires OWNER / / I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 5/2/2007 Contractors Signature Date I . WORKERS' COMPENSATION DECLARATION I 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 WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issi My Workers' Compensation insurance carrier and policy number are; Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is for one hundred dollars ($100) 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' Compensatio,vras of California, and agvmrM1lr1lKshouId become subject to the workers' compensat n pAvisions of fiction 370b of the LabIr Code, I shall forthwith comply with those WARNING: FAILURE TQ,8ECURE 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 INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lenders Address City State Zip SRA Fees Total Charged: $9,186.58 Fees Paid: Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION $95.00 I HEREBY AFFIRM UNDER PENALTY OF PERJURY 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 that 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 or she 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 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); Please check one of the following: 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 Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her 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 proof that he or she did not build or improve for the purpose of sale.). I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). ❑ I AM EXEMPytyin der Section B. & P�. for this EXE" � 5/2/2007 Date I hereby 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, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its off gents and employees from any and all claims and liability for personal injury, including Kath, anj property damage caused by, arising out of, or in any way connected with the issuance of fpis perV. . I hereby acknowledge that issuance of this permit does not authorize the use or occu an of a sid alk, street, or s bsidewalk. I hereby auth 'Liza representatives of Butte P qq }}{{ y P County to enterle e Ifove ntioned properfyhor inspection purpose . I he certify that I am the pro rX owner o rr aut rizedA act on tfyb((property owner's be f. Owner ❑ Contractor OR; Agent for Owner ❑Agent for Contractor FILE COPY TE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TIO N i (�n Website: www.buttecounty.net/dds Uv **PLEASE PRINT CLEARLY** - vl LQdI OWNER Last Name First me Address ya Sierz'A Del Sa % City lz.vo" �� State Zip G�5 cj�C1 Phone 8 7.;2 - y ya Fax E-mail �L ®u saw s.co vr7�• cow APPLICANT NAME CONTRACTOR Name !l Address /3S City. G Svc o State IZi Zip 91S5;7 Phone �9�-aid o Fax E-mail Planner Lic. # Class vr7�• cow APPLICANT NAME ARCHITECT/ENGINEER Name !l Address /3S City G Svc o State6'W Zip 91S5;7 Phone �9�-aid o Fax E-mail Planner State License Number vr7�• cow APPLICANT NAME Name � Address e),?- rz a De So / City ��grJis Stat Zip9S�-t� i Phone Fax E-mail APPLICANTS NATURE X /r For office use only: Zoning I�.0 l�. Flood Zone Cross Street eN-/z nC SRA Mes]jo Policy Number Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. Description` or Scope of Work: FCy05(, Grp-C7(�? Sq. Fbotage y00 ❑ Stru6t reBuilt without Permit El Propos d Change of Occupancy (Note pre ous use): EXPIRATION OF PPLICATION Applications for whic a permit has not been issued will expire one year after the date of a lication. In order to renew action on an application after expiratio a new application, plans and fee will be REQUEST FOR REFUND Refunds can only be made up written request by the person who paid the fee. The request must b made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Receiv by- Amount: Receipt Date: L ,O Z4Z U (J Bldg ) Sheriff SMIP Other `�0 Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 2-24-05 i hL,O�-CATION� AP# Dc i / mo b 2,61 Q 7 6 Property Address 60, '-/0(,_0_-,4 City, Cross Street eN-/z nC WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licens contractors, a certificate of worker's compensation must be show t the time of permit issuance. NDING AGENCY Name Address Description` or Scope of Work: FCy05(, Grp-C7(�? Sq. Fbotage y00 ❑ Stru6t reBuilt without Permit El Propos d Change of Occupancy (Note pre ous use): EXPIRATION OF PPLICATION Applications for whic a permit has not been issued will expire one year after the date of a lication. In order to renew action on an application after expiratio a new application, plans and fee will be REQUEST FOR REFUND Refunds can only be made up written request by the person who paid the fee. The request must b made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Receiv by- Amount: Receipt Date: L ,O Z4Z U (J Bldg ) Sheriff SMIP Other `�0 Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 2-24-05 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site.plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer-of the plans (No graph paper!) OR Engineered plans,.3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans,in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. 'Flood Elevation Certificate, wet=stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. . ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for'Commercial Buildings only). ' Remaining. items _needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site. plan approval from the Ag Commissioner's office (if required). O 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment -Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's -license information. (Number, Name Style, Classification). ❑ ,7y Worker's Compensation Carrier and Policy Number. ❑ 8. 'Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10..Recorded,bopy of Agricultural AcknowledgmentStatement. ❑ 11.. b, -Grant DeM, 11M.H. Title/Statement of Facts. ❑ 12. Sanitation and site plan approval from'the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by'the person who .paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years -from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\131dgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 utte County Department of Development Services )NNE CHRISTOPHER, DIRECTOR JA144I7_L Scott Rutherford (530) 538-7160 srutherford ftuttecounty.net Plans Transmittal For Review Per'Contract 08/05/2005 ' �Wt Applicant: Rickson, Paul Permit No: - 05-2086 Project Type: Nsf Gar & Cov 041-620-048 100% 70% Plan Check Fees $ 1;682.42 $ 1,177.69 $ 1,682.42 $ 1,177.69 W I LLDAN Fee $ 1,177.69 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 7 County Center Drive 100 Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile O N TO: ' FROM: LON 1 SUBJECT: O DATE: JA144I7_L Scott Rutherford (530) 538-7160 srutherford ftuttecounty.net Plans Transmittal For Review Per'Contract 08/05/2005 ' �Wt Applicant: Rickson, Paul Permit No: - 05-2086 Project Type: Nsf Gar & Cov 041-620-048 100% 70% Plan Check Fees $ 1;682.42 $ 1,177.69 $ 1,682.42 $ 1,177.69 W I LLDAN Fee $ 1,177.69 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS16N 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER l/ Y/ 6 y Proposed Building Use: N Permit Technician: CIL-75 Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1v 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. N 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 1v 4. Engineered truss details and layouts in duplicate. No faxesl r N 5. Letter from Engineer or Architect for truss design review. At ►� 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form N 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remainin tems needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15 Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ O 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... '-,,,"00 � S. Erosion Control Plan Required .............................................. X16.......................... ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ \ ❑- 22. Site plan and business license approval from the City of 8199$ ........................... 23. California Department of Forestr_y plan approval Eaid. SentSyr"^/F...lt '��.f.. r 24. Planning approval for (A) Use:(B)Parking: (C) Parcel Check:....1,�.... d ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ �pIN 26. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... Cl 28. Contractor's license information. (Number, Name Style, Classification) ................... 29. Worker's Compensation Carrier and Policy Number .......................................... ry 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑Letter of Signature authorization.................................................................... 2 Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: 87722- 0 '7%--❑ 37. Other: t--, When issued Telephone hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: � 0 Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items re ' Contractor, design own ,was advised of the above data by phone, ❑mail, ❑counter, by Date: NX/k Contractor, design(k ner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: r Structural approved by: i Date: Note transfer by:iQ!yv� Date: Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds A.P. 40 c// e L/9 OWNER lz�eIZ56- V' PROPROSED BUILDING USE�- 1. BUILDING PERMIT FEES �/ 62- --- Balance Due ..................... $ --- FEMA Flood elevation review ... $ --- Ad 'tional plan checking Fee.... $ ZJ#' 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$_ Units Commercial (sq. ftg.)..... X $0.03 = $_ Sq.Ftg. A 4. RECREATION DISTRICT FEES (paid t Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $_ �— 0-9 CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ 4 ?SRA ICO SPECIFIC PLAN (per dwelling) Zoning FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) SMIP 2t5s 9. OTHER 10. OTHER 11. OTHER DATE gj LI RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Q APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) Butte County Department of -Development Selvlces �v V".. 0 7 County Center Drive o ° �o Oroville, CA 95965 (530) 538-7601 Telephone 0U44 (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: a I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not .limited to, verification the parcel was legally created, adherence. to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones) and habitat/species). Please print: Applicant Name: ~P"/ /iicl�Son/ APN: OYI --Ea ©—O L/-2 Building site address: CA5*S/ L—PRA Uis rA- Permit No.: j3%Pd I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: �- S SIGNATURE OF APPLICANT DATE Copy to Applicant,/EH/File K:Forms/BldePermitwithoutClearances 020705 Department C o u n t J. Michael Crump, Director of Public o f B U t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 C6unty Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase Il Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAt1! ACRE] j� Project Description:_ / Project Location and/or Parcel Number: By signing below, L the project owner/owner's agent, certify that this project WELL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or .failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: g - 5/ 0 S Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this infonnation at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the major labor and material for construction of this proposed property improvement: 'YES [X] NO [ ]. 2. 1 HAVE [Al HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED - PROPERTY OWNER- DATE: WNER DATE: NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Butte County Department of Development Services ADMINISTRATION BUILDING t GIS `PLAN'NING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile i,cc . zf-� .. y�4T.r.J;..y.��.s:.. -moi cµ k••• o �: S-wc.-... t tom' 2m. �cS-rse`�i �/%+A Dear Property Owner: An application -for a building permit has been submitted in your name listing yourself as.the builder of the property. improvements specified For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit_ Building peimits are not required to be signed'by 'property owners unless. they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. i Contractors are required by law to be licensed and bonded by the State of Califomia and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that -your plan to subcontract, you should be aware of the following information for your benefit and protection: o if you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for 'the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. , o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial' risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial'Accidants. If the structure is intended for sale, property owners who'are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor,.. only under limited conditions. A frequent practice of unlicensed persons professing to be -'contractors is to secure an ".owner -builder" building permit, eri-oneously implying that the property owner is providing his 'or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. . 1 Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. C. Vieir+ C.B.O. Building Inspection NOTE: This Owner -Builder x Information is required by Section 19830 of the California Health and Safety Code. WILLDAN Serving Public Agencies September 29, 2005 ' Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX 2399 Gateway Oaks Drive, Suite 210 Sacramento, California 95833 916/924-7000 fax 916/924-3644 www.willdan.com BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 05-2086 Assessor's Parcel No: 041-620-048 Description: Rickson-NSF/Gar/Cov Willdan Project No: 14353-1829-M Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The plans,and documents provided for this review that have been found in compliance with the applicable codes are: # Plans: Two (2) copies, sheets 1 through 10, D-1 through D-3 dated 7/22/05, revised 9/8/05 by Gary Hawkins Architect. # Structural Calculations: Two (2) copies dated 7/21/05 by Gary Hawkins, Architect, resubmitted 9/20/05. # Truss Calculations: Two (2) copies dated 7/5/05 by Longfellow Lumber Co., Inc. # Truss Review Letter: Two (2) copies dated 7/22/05 by Gary Hawkins. # Energy Calculations: Two (2) copies dated 7/21/05 by Aaron Klemenok. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. Cc: Alice Mefford amefford@buttecounty.net Gary Hawkins, Fax: (530) 893-0532, Email: ga ary rch@sbcblobal.net Paul Rickson, wergricks@aol.com -.. A W I LLDAN Serving Public Agencies APPLICABLE CODES Our review was based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code (CBC). • Part 6, known as the California Energy Code, and Energy Commission Standards (CECS). CODE ANALYSIS Specific Use Type of Occupancy Type of Construction Stories 1" Floor Sq Ft 2"d Floor Sq Ft Total Sq Ft Dwelling R-3 V -N 2 1076 2980 4056 Garage U-1 V -N 1 NA 767 767 Covered Porch/Deck R-3 V -N 1 NA 313 313 Open Deck R-3 V -N 1 NA 200 200 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. 3. All plan sheets shall be signed by designer or person responsible for the plans as required by California Health & Safety Code Section 5536.1. 4. *Permit application building areas specified in the scope -of -work shall be reconciled with plans to Butte County's satisfaction. 5. Sink sizes and countertop dimensions shall meet Butte County requirements so as not to create a functional kitchen area. Sinks are limited to 15"x15" and countertop spaces are limited to 10 ft2 maximum in order for such areas to qualify as an allowable wet -bar area. County of Butte Residential Accessory Building & Space -Use Matrix, Footnotes (g) and (p) 6. Field inspector to verify installation of existing or new smoke detectors in all existing bedrooms and hallways leading to bedrooms (may be either battery operated or 110 volt with battery backup) as required when the valuation of any addition made to a Group R -occupancy exceeds $1000 per CBC 310.9.1.2 through CBC 310.9.1.5 7. Gable -End Truss calculation submittal is deferred to Butte Co.'s review at their discretion. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our pl eview re s no deferred submittals. ce ely, Is ac Kuster. ` ans Exam er Pace 2 of 2 Gustavo Franco, P.E. Structural Plans Examiner Butte County 05-2086 Willdan 1.4353-1829-M_PCH BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM ❑ FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CH ICO AREA RECREATION AND PARK DISTRICT (CARD) 51 ARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number Property Owner (s Building Permit Number r)S Project Location /Address /2 1 Subdivision Name ✓ New Development Alteration/Addition(s) Mobile home Demo Permit (date Comments: v/ ! /,1.< . / &_ Assessable Sq. Ftge Type of Residential Development (check one) Single Family -Detached Non -Residential to Residential Mobile home replacement Single Family -Attached Multi -Family Dwelling verified by Assessor Department verified by Building Department ❑ FRI2PD 0 CARD XPRPD ❑ DRPD certifies that: Applicant Name Phone Number 4.5' q �—/e. rre, I//- s - Mailing Address City Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ �QTSquare Feet @ $ 1-7 O3F;Zo- Remarks: . _�b Paid by Check No: GG Paid by Cash: Zip per unit for a total of $ o� per sq foot for a total of $ Q,' _ Receipt No:�O l 7 District R entative Date BUTTE COUNTY SCHOOLS IMPACTFEE CERTIFICATION FORM (One form per Building) School District �KJ x��72ft 4 A.P. Number Jurisdiction: city Property Owner Property Location/Address Building Department No. ©County Subdivision Lot No. ............. Residential Development Sq. Footage. No of Living Mobile Home Addition/ *Supplemental to (Group. R) 1 Units Installation Conversion Permit # *(No foundation inspection) I ............................... ...... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), Commercial/Industrial ' = New Addition Sq. Footage (including Exterior Roofed Areas) Date - District Identification No. �AAI,L 1,144p/10,11— School District certifies that (Applicant) (Street Address) (Phone Number) c ��� (City' (State) (Zip Code) has compiled with the requir6iments of Resolution No. by payment of $ M representing -.square feet. Bi 2926 _6 $ IFULL MITIGATION $ School District ke-presp-Afiative Date Paid byCheck # Remarks: Z Notice: You may protest the Imposition of the fees Idendfled above by subinitting a written protest.to the DWct, In compliance, with Government Code Section 08020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fen In any court action. 11, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certlflcatlan Form On School District to notified by the applicable Local Planning Agency that this project Is being revlerYsd under the Cal ftnia EnviroomenW Quaft : Act (CEQA), this project may be subject to additional school fen to ftft midgate Its Impact on the school die Ws White (school district), Yellow (building department), Pink (applicant), ftelbrmift (3/05)ftm SITE PLANT REVIEW APPLICATION Date: ���C.0 . /(o �2Gt� 4° AP# Q Permit Number (if applicable) J�—�'ip Bin Number APPLICANT INFORMATION Parcel Size: p a✓ Owners Name: Owners Address: Telephone No.: Email: Situs Address: �A 5 A /-7 1,--,4 L//, s Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑.Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By e�zoa Date �� ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is. In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan .(See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) 91 SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) o Flood Zone: Flood Panel No.: �07 5 C- Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the IalioLm a Reclamation Board) ❑ Feather River'Reclamation District (Approval must be obtained from the California Reclamation Board) ' ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires:. ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for. encroachments into SRA setbacks. PaL7e 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front _ 16 �. C Side Side' Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for. encroachments into SRA setbacks. PaL7e 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ------------------------------------------------------------------------------- Subdivision Map Special Fees - ; ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal'Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance/Notice of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line. Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements IM Subdivision Map/Parcel Map: CGSc>— W Map Date of Recording: v % lo I Lot: - l Q Book: / Page: 97/3-9 ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion -control plan for building and land disturbance. The Erosion Control Plan must be. prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a .pressurized water system or water storage tank, payment into the appropriate. Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are. required. ❑ Class A roofs are required. ❑ Property owners responsible for roa D...... A -'r r Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALar ys\Building Permit Site Plan Reviewl .doc OWNER'S STATEMENT We Lime Saddle 1993 Partners LP, a California Limited Partnership, Vinelte G. Conway as successor trustee of the Conway Family Trust a General Partner as owner of the land shown .n the annexed map of Caso Del Rey. Planned Unit Development Subdivision, Unit No. 3 and Mid valley Title and Escrow Company as Trustees under Deed of Trust recorded May 2. 2001, under Recorder's Serial No. 2001-0018897 Butte County. California do hereby certify that we are the only persons whose consent I. necessary to pass clear title to sold land and we consent to the prep.mtion and retardation or said map as shown within the heavy border lines. We hereby offer for dedication and for specific Purposes the following: 1. Public Service Easements as defined in Section 8306 of the State of California Streets and Highway code fes water lines, sewer lines. drainage pipes and ditches, gas lines and for underground wires for electric, telephone end communication servies together with any and all appurtenances appertaining thereto, under those strips of land shown on said map and designated "Public Services Easement- P.S.E.", for the benefit of all Pubpc Service Companies. 2. Rights of war cnd easements for water drainage pipes and ditches together with any and all appurtenances appertaining thereto, under rover those strips of land shown on said map and designated "Drainage Easement - D.E." and for the benefit of Casa Del Rey Homeowners Association. I Unil No. t, Unit No. 2 and this Uni: No. 3 as shown on this map. We hereby creole for specific Purposes the following A. Lot "H" as shown on said map and designated as "COMMON AREA", for public services, sewage disposal and drainage facilities together with any and all appuretenonces thereto, for the benefit of the Casa Del Rey homeowners, including Unit no. 1, Unit No. 2 and this Unit No. 3 to be reserved in the dead conveying the property to the Home Owners A ... ci.Ui B. Lot "G" as shown on said map and designated as a "COMMON AREA'. for Ingress and egress, public services and all other purooses for the benefit of the Ccsa Del Rey Homeowners. Including Unit No. 1, Unit No. 2 and this Unit NO. 3 to be reserved In tie deed conveying the properly to the Home Owner's Association. Lime Saddle 1993 Partners LP, a California Limited Partnership Vmette G. Conway as Successor Trustee of the Conway Family Trust, as General Panner Vlnetle G. Cones Successor Tru9I.0 Mia volley Tile and Escrow Company err R` I�,ll� Title: 1/- I . ACKNOWLEDGEMENT STATE OF CALIFORNIA S.S. COUNTY OF BUTTE On _ Sep'H _d'f rIopl . 2001, before ma the undersigned. o Notary Public In angor said Stale, personally appeared rM C/#+_ G. C-VW4)r personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/are subscribed to the within Instrument and acknowledged tome that he/she/they executed the same In his/her/their authorized capacity(les, and that by his/her/their signoture(s) on the Instrument the person(s) or the entity upon behalf of which te- person(.) acted executed the instrument. Signature ,:24 co. 9 GJ rnn�c.r� Namm. (� _ Commission expires -7 02 Principal place of business 4Li ACKNOWLEDGEMENT STATE OF CALIFORNIA S.S. COUNTY OF BUTTE On ]¢yi' At , 2001, before me, the undersigned. a Notary Public in and (pr sW Stale,}rpersonally appeared - K. IS w1 es _ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose n me(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the some in his/her/thelr authorized cop-Ity(l,.). and that by his/her/their signature(s) on the Instrument the person(s) or the entity upon behalf of which the person(s) acted executed the Instrument. Signature t ,,.Q ,� Poar(! _w /_1N04 Z% WOOQWJL 'Name (Printed) Commission expires /' / S'Oi Principal place of business. CLERK OF THE BOA/R�D, OF ER I do hereby certify that onTn57S•t��� 2001, the Butte County Board of Supervisors officotly approved this subdivision map of Casa Del Rey Unit No. 3. The receipt of satisfactory security to Insure taxes which are a lain but not yet payable was acknowledged. Thededications shown as items 1 and 2 to the Owner's Statement hereon and offered for dedication were accepted on behalf of the entities named. Clark 6f'16686 �a�86&Mof uPGrAsors (� By D uty r SHEET 1 OF 3 SHEETS SURVEYOR'S STATEMENT I, Hollis Lundy hereby stale that I am a Licensed Land Surveyor of the Slate of California, that the annexed map of Casa Del Rey Subdivision Unit No. 3 correctly represents a survey made under my supervision in September. 2000, that the survey is true and complete as shown, that the monuments shown hereon exist and are of the character amd occupy ,hepositions Indicated and are sufficient to enable the survey to be retraced. Oar,, Hollis Lundy L.S. 6373 COUNTY SURVEYOR'S STATEMENT I Stuart Edell Deputy County Surveyor of the County of Butte do hereby certify that T have examined the annexed map of Casa Del Rey Subdivision Unit No. 3 that It is subst-Volly the some as appeared an the tentative map an file• and any cpproved alterations thereof that all provision of the Subdivision Map Act of the Stole of California cnd any local ordlnances applicable at the time of approval of sold tentative mop have been complied with and I am satisfied that the map is technically correct. Dates Stuart Edell R.C.E. 29132 Deputy County Surveyor Reg. expires 3/31/03 RECORDER'S STATEMENT Filed this 3 day of _&1 4-L-1 . 2001, .t 9: a/ A m in Book of Maps, at Page(s) P7- f9 at the request of L & L Surveying. Serial No. .2001- oe SnS 7S Signed: Candace J. Grubbs County Clerk -Recorder By Dep4ty CASA DEL REY UNIT NO. 3 A PLANNED UNIT DEVELOPMENT for Robert and Vinette Conway BEING A DIVISION OF A PORTION OF THE NWt/4 OF THE NWt/4 OF SECTION 6 T21 N. R 4E. AND LOT OF SECTION 1. T21 N,R 3E,M M BUTTE COUNTY. CALIFORNIA SEPTEMBER. 2000 BOOK /S.2 P7 S FEY.`UMT N0.1 C 0- C, m S\ , 2=N - SS'15'26'E VISTA y 75• �19.OQ -92" - �-N ( •-f, ACREAGE TOTALS ,A.TMP p, CP SP pEl .. 1'60' -$- -' �c-11 CASA SIERRA a9' TOTAL UNIT 3 21.04 ACRES IN LOTS 6.21 ACRES �N 3 SCALE SOL DEL RA �a2) R" saeBlR2) 7\/ \ LOT G - COMMON AREA 1.59 ACRES LOT H COMMON 1.3.24 �9.9Q 10' PSE �W L0� 3 :'tti e� �+� C, N S. NfS ! 35.01 915.55 z R1 - AREA ACRES LEGEND >\ 9 ti �Ol�'.Q�`'.N .Z S 05'1526 E 692.34' COMMON AREA O FOUND 1/2' REBAR LS 6373 PER (R1.R2) O.'9 J 24.28' WTC t6 OR MONUMENT AS N07ED O SET 1/2' REBAR LS 6373 a �F f,P �' D\ 5' P.S.Em . CASA SIERRA VISTA E_ _ _ . _. _ . sss.74' - _ o Op._ � } SET STANDARD S-11 STREET MONUMENT �"P?JSO� 9.12' S 05'15'26" y �O� - �O,Q9. - • PSE B SET RAILROAD SPIKE CALCULATED POINT ONLY _ - 10Q&9 16.50' N I C) CALCULATED ((Rt) C-21 74 10.0 N P' Lc)O 3 S ~ RECORD PER 148 MAPS 56-61 (R2) RECORD PER MAPS NS'I S'2fi27 / 10' PSE N 3 u `n < o L() n c < a o o R3 RECORD PER 101 MAPS 9 13.40'(R2 V' �) w f P.S.E. PUBLIC SERVICE EASEMENT CASA DEL REY, UNIT NO. 2 D.E. DRAINAGE EASEMENT MAPS / U) rn v $ a p n m^r J G o J o J o 10 PSE BASIS OF BEARINGS W ryA� po u �^ _j C, J 1650' 1DD-D6r 85:00- T0000 �10S00- -.< THE BASIS OF BEARINGS OF THIS SURVEY IS THE WEST BOUNDARY OF SECTION 6 a'^ / 21V� �� J �^ �'OY 0' PSE 00` - - jb0.01 TOCP. 642.03 - _� (,DT G 642.03 COMMON AREA_, 0 li 00. p' J T21N, R4E, MOM BEING S00914 PER (R:,R}) W SO8�0,11'E N C 0- C, m S\ , 2=N - SS'15'26'E VISTA y 75• �19.OQ -92" - �-N ( •-f, m t 89.6 G�'1D�lcy R2 -$- -' �c-11 CASA SIERRA �N 3 SOL DEL RA �a2) R" saeBlR2) 7\/ \ .7 �9.9Q 10' PSE O s C, N S. NfS N- $ I1; 0 PER 4B 15 W Ln In 7.5• DE UOt N,9 i e DE1 2Y� 5' P.S.Em . 11.22' 95.20.7.5DE .5' , P SE. ".55, „' - • 5'26"E ul o J c J 7v D 090.00' 7.5' OE J C; 90.00' I 90.0 9 6.50' 90.0O 520.10'S05'15'26"i 20.02' 101.31' z I � r � o � � 60.N` MSP R R G99S27 0 is 4 N 00'0914 R NOTES THE EXACT LOCATION OF THE DITCHES AND RESERVIORS PER BOOK 1 OF PATENTS PAGE 222 AND BOOK 1 OF PATENTS PAGE 369 IS NOT DEFINED OF RECORD. THE EXACT LOCATION OF THE R/W PER 83 DEEDS 238 IS NOT DEFINED OF RECORD. THE EXACT LOCATION OF THE R/W PER 84 DEEDS 190 IS NOT DEFINED OF RECORD. THE LOCATION OF THE ROAD EASEMENT PER 1696 OR 268 DOES NOT AFFECT THIS PROPERTY. THE PG&E EASEMENT PER 1757 OR 378 DOES NOT AFFECT THIS PROPERTY. & PSE &PSE.00 N 0515'26 W 90 LOT H COMMON AREA 1056.74' CURVE I RADIUS I LENGTH I DELTA C-22 150.00 30.14 11'3039 C-23 150.00 118.26 45'1016 C-24 210.D0 ;0.86 _ 2'57'45' C-25 130.00 116.65 51.24;44" C-26 R2 325.00 42.61 7'7058 E 27 R2 185.00 3 72'1534 1.R2 185.00 25 71' 4 C-29 160.00 15'00'39 C-30 lbu.uv 38,59' 13-4905- KUNKLE RES. ROAD SIERRA S.k�0�611_ SOL ER TRAIL LOCATION MAP SHEET 2 OF 3 SHEETS r- - - - - - - - - - - - - - I 6' NON-EXCLUSIVE ROAD AND POE PER 1696 OR 268 SEC. 6. T21N, R4E FD 3/4' IP LS 3634 S 00'09'14' W 246.50' (RI.R3) AS SE COR LOT 1 BASIS OF BEARINGS SEC i. 122N. R3E a PER (R1,R3) n SEC 1, T21N, R3E 101 MAPS CASA DEL REY UNIT NO. 3 A PLANNED UNIT DEVELOPMENT for Robert and Vinette Conway BEING A DIVISION OF A PORTION OF THE NW1/4 OF THE NWI/4 OF SECTION 6 T21 N.R4E, AND LOT I OF SECTION I. T 21 N.R 3E.MM BUTTE COUNTY. CALIFORNIA SEPTEMBER. 2000 J013 NO. 92-02-021 y s L & L SURVEYING 1007 BILLE ROAD PO BOX 671 PMADISE. CA 95967 (916)877-4300 Z?OD/S' /5-.2 lcwg E- P? ACK FI ' DiI I I 1 NOTES 1. LOT IMPROVEMENT AND DEVELOPMENT CAN OCCUR AT ANY LOCATION WITHIN THE CONFINES OF EACH OF THE INDIVIDUAL 56 RESIDENTIAL LOTS. 2. NO BUILDINGS OR STRUCTURES SHALL BE ALLOWED WITHIN THE COMMON AREA OF THE P.U.D., EXCEPTING THE RECREATION BUILDING AND STRUCTURES RELATED TO THE PARK AND RECREATION AREAS. 3. IF DURING CONSTRUCTION. ANY ARCHAEOLOGICAL REMAINS ARE DISCOVERED ON SITE. CONSTRUCTION SHALL CEASE AND A PROFESSIONAL ARCHAEOLOGIST SHALL BE CONSULTED AND A FULL EXAMINATION SHALL BE COMPLETED.• 4. DEER MITIGATION FEES ARE TO BE PAID AT THE TIME OF OBTAINING BUILDING PERMITS IF SUCH FEES HAVE BEEN ADOPTED BY THE BUTTE COUNTY BOARD OF SUPERVISORS. 5. ALL FENCING ON THE PROPERTY SHALL BE CONSISTENT WITH THE DEPARTMENT OF FISH AND GAME STANDARDS FOR THE DEER FENCING. FISH AND CAME STANDARDS ARE NOT APPLICABLE TO THE RECREATION FACILITIES SUCH AS THE POOL BALL FIELD AND TENNIS COURTS, SECURITY FENCING FOR THE RECREATION VEHICLE PARKING AREA SHALL BE APPROVED BY THE DEPARTMENT OF FISH AND GAME. LOT H COMMON AREA .. SCALE 1'-60' 6. ALL RESIDENCES SHALL REOUIRE A TWO CAR GARAGE AND THE DRIVEWAY SHALL BE UTILIZED AS TANDEM PARKING TO MEET THE PUD STANDARDS FOR OFF-STREET PARKING. 7. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE MOM E PARK. SAID FEE AMOUNT WALL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. B. ALL FOUNDATIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE AUGUST 17, 2001 GEOTECHNICAL INVESTIGATION FOR THE CASA DEL REY SUBDIVISION. RANEY GEOTECHNICAL JOB NO 011-786.01, ON FILE WITH THE BUILDING DIVISION OF DEVELOPMENT SERVICES. 9. PRIOR TO ISSUANCE OF BUILDING PERMITS THE APPLICANT SHALL PROVIDE FINAL GRADING. PLANS AND IDENTIFY ANY CUT OR FILL SLOPES THAT EXCEED 5 VERTICAL FEET IN HEIGHT. THESE SLOPES SHALL BE REVEGETATED IN COMPLETE PHASES AND VERIFIED BY THE PLANNING DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS FOR THE NEXT PHASE. THE FINAL 2 PHASES SHALL BE COMPLETELY REVEGETATED PRIOR TO ISSUANCE OF BUILDING PERMITS ON THE LAST PHASE OF THE PROJECT. 10. FIRE HYDRANTS SHALL BE PROVIDED PER COUNTY FIRE DEPARTMENT STANDARDS AND ALL NEW DWELLINGS SHALL MEET THE FIRE SAFE REGULATIONS OF PUBLIC RESOURCES CODE 4290. SHEET 3 OF 3 SHEETS THIS ADDITIONAL MAP SHEET SHOWS ADDITIONAL INFORMATION, IS FOR INFORMATIONAL PURPOSES ONLY. DESCRIBING CONDITIONS AS OF THE DATE OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. ADDITIONAL INFORMATION SHEET CASA DEL REY UNIT NO. 3 A PLANNED UNIT DEVELOPMENT for Robert and Vinette Conway BEING A DIVISION OF A PORTION OF THE NWI/4 OF THE NW1/4 OF SECTION 6 T 21 N, R 4 E, AND LOT 1 OF SECTION 1, T 21 N. R 3 E. M M BUTTE COUNTY, CALIFORNIA SEPTEMBER, 2000 JOB NO. 92-02-021 s L & L SURVEYING 1007 BRIE ROAD PO BOX 671 FARAIAS[ CA 93967 (916)877-4300 B 00 K /Y.2 i°AG 84 s, WT C COMMON AREA co �Ff \ CASA SIERRA VISTA — --I— o I LN Lr) -ti o j 147) '' o _J O • O - COMMON AREA _ \ — — — _ y0T G. — ' — CASA SIERRA VISTA 1„ e} � �F J� —Spy RRA DgL p d N V p ti O Su LO ) ^ CO p p ,RING O j\ O O O O J J J ACK FI ' DiI I I 1 NOTES 1. LOT IMPROVEMENT AND DEVELOPMENT CAN OCCUR AT ANY LOCATION WITHIN THE CONFINES OF EACH OF THE INDIVIDUAL 56 RESIDENTIAL LOTS. 2. NO BUILDINGS OR STRUCTURES SHALL BE ALLOWED WITHIN THE COMMON AREA OF THE P.U.D., EXCEPTING THE RECREATION BUILDING AND STRUCTURES RELATED TO THE PARK AND RECREATION AREAS. 3. IF DURING CONSTRUCTION. ANY ARCHAEOLOGICAL REMAINS ARE DISCOVERED ON SITE. CONSTRUCTION SHALL CEASE AND A PROFESSIONAL ARCHAEOLOGIST SHALL BE CONSULTED AND A FULL EXAMINATION SHALL BE COMPLETED.• 4. DEER MITIGATION FEES ARE TO BE PAID AT THE TIME OF OBTAINING BUILDING PERMITS IF SUCH FEES HAVE BEEN ADOPTED BY THE BUTTE COUNTY BOARD OF SUPERVISORS. 5. ALL FENCING ON THE PROPERTY SHALL BE CONSISTENT WITH THE DEPARTMENT OF FISH AND GAME STANDARDS FOR THE DEER FENCING. FISH AND CAME STANDARDS ARE NOT APPLICABLE TO THE RECREATION FACILITIES SUCH AS THE POOL BALL FIELD AND TENNIS COURTS, SECURITY FENCING FOR THE RECREATION VEHICLE PARKING AREA SHALL BE APPROVED BY THE DEPARTMENT OF FISH AND GAME. LOT H COMMON AREA .. SCALE 1'-60' 6. ALL RESIDENCES SHALL REOUIRE A TWO CAR GARAGE AND THE DRIVEWAY SHALL BE UTILIZED AS TANDEM PARKING TO MEET THE PUD STANDARDS FOR OFF-STREET PARKING. 7. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE MOM E PARK. SAID FEE AMOUNT WALL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. B. ALL FOUNDATIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE AUGUST 17, 2001 GEOTECHNICAL INVESTIGATION FOR THE CASA DEL REY SUBDIVISION. RANEY GEOTECHNICAL JOB NO 011-786.01, ON FILE WITH THE BUILDING DIVISION OF DEVELOPMENT SERVICES. 9. PRIOR TO ISSUANCE OF BUILDING PERMITS THE APPLICANT SHALL PROVIDE FINAL GRADING. PLANS AND IDENTIFY ANY CUT OR FILL SLOPES THAT EXCEED 5 VERTICAL FEET IN HEIGHT. THESE SLOPES SHALL BE REVEGETATED IN COMPLETE PHASES AND VERIFIED BY THE PLANNING DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS FOR THE NEXT PHASE. THE FINAL 2 PHASES SHALL BE COMPLETELY REVEGETATED PRIOR TO ISSUANCE OF BUILDING PERMITS ON THE LAST PHASE OF THE PROJECT. 10. FIRE HYDRANTS SHALL BE PROVIDED PER COUNTY FIRE DEPARTMENT STANDARDS AND ALL NEW DWELLINGS SHALL MEET THE FIRE SAFE REGULATIONS OF PUBLIC RESOURCES CODE 4290. SHEET 3 OF 3 SHEETS THIS ADDITIONAL MAP SHEET SHOWS ADDITIONAL INFORMATION, IS FOR INFORMATIONAL PURPOSES ONLY. DESCRIBING CONDITIONS AS OF THE DATE OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. ADDITIONAL INFORMATION SHEET CASA DEL REY UNIT NO. 3 A PLANNED UNIT DEVELOPMENT for Robert and Vinette Conway BEING A DIVISION OF A PORTION OF THE NWI/4 OF THE NW1/4 OF SECTION 6 T 21 N, R 4 E, AND LOT 1 OF SECTION 1, T 21 N. R 3 E. M M BUTTE COUNTY, CALIFORNIA SEPTEMBER, 2000 JOB NO. 92-02-021 s L & L SURVEYING 1007 BRIE ROAD PO BOX 671 FARAIAS[ CA 93967 (916)877-4300 B 00 K /Y.2 i°AG 84 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OR0I,7LLE, CA 95965 2007-0019089 rtecur�eii i fi 'C PEE t 5, 00 `3fti�' al iieC4"S I [aunty of i CUP:ES 3.59 Butte i CAWR!_1 J. GRUi IBS I Caumv Clerk-geearder! I i 3C etc='rfiti 13-Anr 2007 I Pane I of 4 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building ! permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, JZ including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of -agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or, discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: TJM4,e, bta A0. Date__ PROPERTY OWNERS: ILA61 (4� tje ,i('- State of California ) County of On Apr i 1 0. 2.001 before me, personally appeared 44*' k_k) tc Snn �C� ICeL. Rk I'1 wsonally knewe4e-me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/ar-e subscribed to the within instrument and acknowledged to me that beJsfk/they executed the same in his/her/their authorized capacity(ies), and that by hisflrer/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. I-PCSignature �/�"`- Seal: } �j.••• P. GADDINI CSC t1 -i COMM. * 1587:3,36 NOTARY PUBLIC -CALIFORNIA RNIA COUNTY OF BUTTE A.P.# oll- Ga'` o'd, Gm.€ttnireslun14 2009 1 Preliminary Report Description The land referred follows: PARCEL I: Order Na. BU -215379-2 MV to herein is situated in the State of California, County of Butte, and is described as LOT 40, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED AUGUST 31, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2000-33726, BUTTE COUNTY, CALIFORNIA AND DECLARATION OF ANNEXATION, RECORDED MAY 3, 2002, UNDER BUTTE. COUNTY RECORDER'S SERIAL NO. 2002-23024; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. AP#: 041-620-048-000 PARCEL II: AN EASEMENT FOR ROAD PURPOSES OVER LOT :A, RV STORAGE OVERLOT B, AND SEWER DISPOSAL OVER LOT C, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT #1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, AT PAGES 56 THROUGH 61. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS 40 FEET WIDE LYING 20 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THAT PORTION OF THE LANDS OF ROBERT CONWAY BEING A PORTION OF THE NORTHWEST ONE QUARTER OF THE NORTHWEST ONE QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.M, AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FOR ROBERT CONWAY, FILED IN THE OFFICE .OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 22,1985, UNDER BOOK 101 OF RECORD OF SURVEYS, AT PAGE 9, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED Preliminary Report PARCEL III: CONTINUED Order No. BU -215379-2 MV BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE NORTH 890 28'2211 EAST, ALONG THE NORTHERLY BOUNDARY OF' SAID SECTION 6, 868.88 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF PENTZ-MAGALIA HIGHWAY AS SHOWN ON SAID RECORD OF SURVEY, SAID POINT ALSO BEING ON A NON -TANGENT 5040 FOOT RADIUS CURVE, CONCAVE EASTERLY FROM WHICH A LINE TO THE RADIUS BEARS NORTH 840 08' 57" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30 32' 13", A LENGTH' OF 311.13 FEET; THENCE SOUTH 9° 23' 16" EAST, 654.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT, THENCE SOUTH 800 36' 44" WEST, 344.00 FEET TO THE END OF SAID EASEMENT. PARCEL IV: AN EASEMENT FOR PUBLIC SERVICES AND DRAINAGE PIPES AND DITCHES OVER COMMON AREA LOT E, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL V: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT D, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNT'S OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VI: AN EASEMENT FOR RECREATIONAL FACILITIES, PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT F, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIr NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001,, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VII: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC, SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT G, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF - THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. . CONTINUED Preliminary Report , Order No. BU -215379-2 MV DESCRIPTION - CONTINUED PARCEL VIII: AN EASEMENT FOR PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT H, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT 'PAGES 87, 88, AND 89. 1 Y 1 Job number >> 05-072 1 t 1 1 1 DATE 7/21/05 Structural Calculations for Rickson Residence Pp(1VL� Casa Del Rey Paradise, Ca. SEP 2 ^ 2005 Gary Hawkins Architect 3045 Ceres Ave. Ste 135 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax " BUTTE COUNTY BUILDING DIVISION APPROVED F/-e- � EIV"?- SEP 2 01005 WILLDAN CALCDATA 11/13/97 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data Description >> ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced 1997 UBC „ 2001 CBC Wind loading Basic wind speed 75 MPH Exposure B Seismic loading Seismic zone 3 Gravity loading Roof live load 16 PSF Floor live load 40 PSF Balcony live load: n/a PSF Soil data Allowable bearing: 1200 PSF- 12 LOADS ------------------------------------------------------------------------ DL 6:48 AM REV 8-13-92 ------------------------------------------------------------------------ LOAD SUMMARY MODULE 7/21/05 DESCRIPTION >> 16.00 PSF TL 30.00 PSF ------------------------------------------------------------------------ ASSEMBLY >roof SLOPE > 6.00IN 12 > 26.57 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 22 1/2" PLYWOOD 1.50 1.50 39 2 X 6 - 24" 1.10 1.10 39 2 X 6 - 24" 1.10 1.10 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 13.70 USE: 14.00 PSF -------------------------------------------------------------_----------- LL 16.00 PSF TL 30.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 88 ONE COAT PLASTER 4.00 4.00 21 3/8" PLYWOOD 1.10 1.10 34 2 X 4 - 16" 1.10 1.10 57 INSULATION R13 .70 .70 64 MISC. 2.00 2.00 83 1/2" GYPSUM BD 2..50 2.50 ------------------------------------------------------------------------ DL 11.40 USE: 12.00 PSF LL PSF ------------------------------------------------------------------------ TL 12.00 PSF 4 LOADS 6:50 AM -.----------------------------------------------------------------------- REV 8-13-92 LOAD SUMMARY MODULE 7/21/05 ------------------------------------------------------------------------ DESCRIPTION >> -------------------------------------7---------------------------------- ASSEMBLY >floor SLOPE > IN 12 > DEGREES NO. DESCRIPTION 77 CARPET/PAD 24 3/4" PLYWOOD 50 2 X 12 - 16" 64 MISC. 83 1/2" GYPSUM BD UNIT WT. PITCH? ADJ. WT. 1.00 1.00 2.30 2.30 3.30 3.30 2.00 2.00 2.50 2.50 i 52.00 PSF ------ ------------------- DL ------------ 11.10 ----------------------------------- USE: 12.00 PSF ------------------------------------------------------------------------ LL 40.00 PSF TL 52.00 PSF ASSEMBLY >floor SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 77 CARPET/PAD 1.00 1.00 24 3/4" PLYWOOD 2.30 2.30 38 2 X 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64, MISC. 2.00 2.00 ------------------------------------------------------------------------ DL 8.10 USE: 9.00 PSF LL 40.00 PSF ------------------------------------------------------------------------ TL 49.00 PSF ' MAXSPAN2-----------------------------------------------------------M -- - Rev 9-28-93 wood joists - span capacity 7/21/05 Description »floor joist ' ------------LOADING DATA ----------- Dead load > .010 ksf ------------GENERAL DATA------------ Load duration factor > 1.000 Live load > .040 ksf Joist spacing > 16.000 inches Total load > .050 ksf Repetitive (Y/N)?> Y Tributary load > .067 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load>000 klf --------------------------- SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 5.500 inches Section modulus > 7.563 in -3 Area > 8.250 in"2 Moment of inertia > 20.797 in"4 - --------------------------LUMBER DESIGN VALUES-------------------------- ' Base ase values ' Species Grade Fb Ft Fv FcL FOB E ' DFL NO2 875 575 Size factor Cf 95 625 > 1.300 (APPLY TO 1300 1600000 Fb) Size factor Cf > 1.300 (APPLY TO Ft) Size factor Cf > 1.100 (APPLY TO Fc LL) ' Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fcl FcJ E DFL N021308 748 95 625 1430 1600000 ' ----------------------------- MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending Shear > 9.946 > 15.675 feet feet Total load deflection (L/240) > 10.351 feet 6TL > .518 inches Live load deflection (L/360) .> 9.738 feet ' 6LL > .324 inches -------------------------CONCENTRATED LOAD CHECK------------------------ Check uniform DL additive with concentrated load? "`> Max span as limited by concentrated loading > Y feet Check stresses due to concentrated .000 loading.... V uniform DL > .000 kips ' V concentrated load > .000 kips V cap of joist > .523 kips <ok> a of allowable > .000 1 M uniform DL M max with load at midspan > .000 ft -kips > .000 ft -kips M cap of joist > .824 ft -kips <ok> 0 of allowable ---Deflection--- > .000 Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches ' Total load deflection > .000 in. L/ 0 U ! 1 1 L MAXSPAN2 0 6:50 AM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 7/21/05 Description >>floor joist ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .012 ksf Load duration factor > 1.000 Live load > .040 ksf Joist spacing > 16.000 inches Total load > .052 ksf Repetitive (Y/N)?> Y Tributary load>.069 -- klf ----------------------------------- --- --- Concentrated load> .000 kips Eq uniform load > .000 klf ---------------------------SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 11.250 inches Section modulus > 31.641 in^3 Area > 16.875 in"2 Moment of inertia > 177.979 in"4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl FcJJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.000 (APPLY TO Fb) Size factor Cf > 1.000 (APPLY TO Ft) Size factor Cf > 1.000 (APPLY TO Fcl) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc -L FcJJ E DFL NO2 1006 575 95 625 1300 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 17.497 feet Shear > 30.829 feet Total load deflection (L/240) > 20.898 feet 6TL > 1.045 inches Live load deflection (L/360) .•> 19.918 feet 6LL > .663 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > 1.069 kips <ok> of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 2.653 ft -kips <ok> of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 51 Ito A ti�4t(p L e7 - F- w. _ 2 MV ILL ' SSBM_6 7:28 PM ------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 7/22/05 ----Description->>------------------------------------------------------ rb-1 ---------------------------------GENERAL-------------------------------- ' Span (L) > 21.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y ' lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 ' -------------------------------- ACTIONS --------------------------------- Uniform dead load > .123 kips/ft 47 % TL Uniform live load > Uniform total load > .140 .263 kips/ft 53 o TL kips/ft End reactions ........................... DL > 1.322 kips LL > 1.505 kips ' TL > 2.827 kips Design loads... ....................... ' Total load moment (M) > Total load shear (V) > 15.196 2.827 ft -kips kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .976 Apply to Fb Size factor Cf > 1.000 Apply to Ft 1 Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd Adjustment for lateral support > 1.000 > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E ' DFGL 24F -V4 2341 1150 165 650 1650 1800000 --- --------------------------BEAM DATA ------------------------------- Member width > 5.125 inches ' Member depth > Required 15.000 Actual inches Comment S (in -3) > 77.890 192.188 <ok> A (in"2) > 22.714 76.875 <ok> ' I (in^4) > 1441.406 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .487 inches L/ 529 <OK> Live load deflection > .259 inches L/ 995 <OK> Dead load deflection. > .228 inches Minimum camber (glu-lams) > .342 inches <1.5*DL deflection> Standard 20001R camber > .347 --------------------------CHECK MIN. inches BRG. AREA -------------------------- minimum area > 4.350 in^2 Minimum length > .849 inches Assuming full width bearing ' PT_FTG2 8:28 PM --------------------------------------------------------------------- --- Rev 9-30-93 Point footing 7/22/05 -------------------------------------------------------- Description »f-1 -------------Load data ------------- P P > 10.330 kips --------------Soil Soil brg data ------------- capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 58.000 --------------Concrete------------- ----------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 Footing data ------------------------------ Footing size > 3.160 feet Footing thickness (t) 12.000 inches <ok> .> Distance to reinf. (d) > 8.000 inches Footing weight > 1.498 kips Total P axial > 11.828 kips Total bearing pressure > 1.184 ksf <ok> Net bearing pressure > 1.034 ksf ' Factored bearing pressure > 1.628 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> ' Vu=(P kips net)*(effective area) > 6.415 Vn=Vc=2(F'c)".5*bw*d > 30.336 kips ' 4) Vn > 27.302 kips Diagonal tension - factored loads - two way action <ok> ' Vu=(P net)*(effective area) > 15.536 kips Vn=Vc=4(Flc)-.5*bo*d > 51.200 kips 0 Vn > 46.080 kips ' -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 2.032 ft-kips/ft ' Required Rn=(Mu/o)bd-2 Required p (bending moment) > 35.285 > psi Required As (bending moment) .0009 > .085 in-2/ft = .270 in -2 Min. required p UBC 2610(f) > .0012 33% increase applied ' Min. required As UBC 2610(f) > .114 in-2/ft = .359 in^2 Minimum reinforcement as governed by: ---Minimum reinforcement -- ' 2 No. 4 bars e.w. 2 No. 5 bars e.w. ' 1 No. 6 bars e.w. 1 No. 7 bars e.w. ' PT_FTG2 8:32 PM Vu=(P net)*(effective area) Vn=Vc=4(F'c)-.5*bo*d q5 Vn > 3.741 kips > 51.200 kips > 46.080 kips -------------------------Footing reinforcement --------------------------- Mu=(P net)*bl"2/2 > .556 ft-kips/ft Required Rn=(Mu/o)bd"2 > 9.656 'psi Required p (bending moment) > .0002 Required As (bending moment) > .023 in-2/ft = .039 in -2 Min. required p UBC 2610(f) > .0003 33% increase applied Min. required As UBC 2610(f) > .031 in-2/ft = .052 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars-e.w. Rev 9-30-93 Point footing 7/22/05 iDescription->>f-4 ---------------------------------------,-------- --------- -------------Load data ------------- --------------Soil data ------------- P > 2.827 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load % > 58.000 ' --------------Concrete------------- ----------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 -----------------------------900 Footing data ------------------------------ Footing size > 1.670 feet Footing thickness (t). > 12.000 Distance to reinf. (d) > 8.000 inches inches <ok> Footing weight > .418 kips Total P axial > 3.245 kips ' Total bearing pressure > 1.164 ksf <ok> Net bearing pressure > 1.014 ksf Factored bearing pressure > 1.596 'ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 1.337 kips Vn=Vc=2(F'c)".5*bw*d >-.16.032 kips 0 Vn > 14.429 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) Vn=Vc=4(F'c)-.5*bo*d q5 Vn > 3.741 kips > 51.200 kips > 46.080 kips -------------------------Footing reinforcement --------------------------- Mu=(P net)*bl"2/2 > .556 ft-kips/ft Required Rn=(Mu/o)bd"2 > 9.656 'psi Required p (bending moment) > .0002 Required As (bending moment) > .023 in-2/ft = .039 in -2 Min. required p UBC 2610(f) > .0003 33% increase applied Min. required As UBC 2610(f) > .031 in-2/ft = .052 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars-e.w. I I i I 1 I I M-1 W` `2-t Qj` -L ?.I-,, IZz 44 -7 2?,4, rp 'e ' v &17 G/ - ?t -72-4x' 15 4 1 4'7;� 44 1� C;=1.2 Sp l �. mk&.Y ripov 1 1 1 1 1 i 1 1 1 1 1 1 1 I 'V PT_FTG2---------------8_05-PM -------------------------------------------------- Rev 9-30-93 Point footing 7/22/05 Description >>f -2 -------------Load data ---------=--- --------------Soil data ------------- P > 5.336 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 58.000 --------------Concrete-----------------------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 0 > .900 - ----------------------------- Footing data ------------------------------ Footing size > 2.330 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .814 kips Total P axial > 6.150 kips Total bearing pressure > 1.133 ksf <ok> Net bearing pressure > .983 ksf Factored bearing pressure > 1.547 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.998 kips Vn=Vc=2(F'c)'^.5*bw*d > 22.368 kips 0 Vn > 20.131 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 7.711 kips Vn=Vc=4(Flc)-.5*bo*d > 51.200 kips 0 Vn > 46.080 kips ------------------------- Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 1.050 ft-kips/ft Required Rn=(Mu/o)bd"2 > 18.227 psi Required p (bending moment) > .0005 Required As (bending moment) > .044, in-2/ft = .102 'in^2 Min. required p UBC 2610(f) > .0006 3311 increase applied Min. required As UBC 2610(f) > .058 in-2/ft = .136 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. ' 1 No. 6 bars e.w. 1 No. 7 bars e.w. ' Vu=(P net)*(effective area) Vn=Vc=4(Flc)^.5*bo*d ¢ Vn t i > 7.549 kips > 51.200 kips > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 1.028 ft-kips/ft Required Rn=(Mu/o)bd"2 > 17.844 psi Required p (bending moment) > .0004 Required As (bending moment) > .043 in"2/ft = .100 in^2 Min. required p UBC 2610(f) > '.0006 330W increase applied Min. required As UBC 2610(f) > .057 in-2/ft = .133 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 PT_FTG2 ' 1 1 8:30 PM 6 7 --------------------------------------------------------------------- Rev 9-30-93 Point footing --- 7/22/05 -------------------------------------------------------- Description »f-3 -------------Load data ------------- --------------Soil data------------- ' P > 5.224 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 58.000 --------------Concrete------------- ----------- Reinforcing.steel--------- F'c > 2.500 ksi Fy > 40.000 ksi m > 18.824 -----------------------------900 Footing data------------ ------------------- Footing size > 2.330 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .814 kips Total P axial > 6.038 kips Total bearing pressure > 1.112 ksf <ok> Net bearing pressure > .962 ksf ' Factored bearing pressure > 1.515 ksf (1.7*LL+1.4*DL) ----------------------------Footing. stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.935 kips Vn=Vc=2(F'c)-.5*bw*d > 22.368 kips ' 0 Vn > 20.131 kips Diagonal tension - factored loads - two way action <ok> ' Vu=(P net)*(effective area) Vn=Vc=4(Flc)^.5*bo*d ¢ Vn t i > 7.549 kips > 51.200 kips > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 1.028 ft-kips/ft Required Rn=(Mu/o)bd"2 > 17.844 psi Required p (bending moment) > .0004 Required As (bending moment) > .043 in"2/ft = .100 in^2 Min. required p UBC 2610(f) > '.0006 330W increase applied Min. required As UBC 2610(f) > .057 in-2/ft = .133 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. ' 1 1 No. No. 6 7 bars e.w. bars e.w. I -W A,4Itc- '(�a A -Ir Tw .0. Arr Mt�, Art) IL wok Povm L., 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PT_FTG2 8:54 PM --------------------------7-----------------------------------7--------- Rev 9-30-93 Point footing 9/16/05 Description >>F -5 -------------Load data ------------- --------------Soil data ------------- P > 4.849 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 58.000 --------------Concrete-----------------------Reinforcing steel --------- FIC > 2.500 ksi Fy > 40.000 ksi m > 18.824' ---------------------900----- Footing data ------------------------------ Footing size > 2.330 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .814 kips Total P axial > 5.663 kips Total bearing pressure > 1.043 ksf <ok> Net bearing pressure > .893 ksf Factored bearing pressure > 1.406 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ----------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.724 kips Vn=Vc=2(F'c)".5*bw*d > 22.368 kips 0 Vn > 20.131 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 7.007 kips Vn=Vc=4(F'c)-.5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > .954 ft-kips/ft Required Rn=(Mu/o)bd"2 > 16.563 psi Required p (bending moment) > .0004 Required As (bending moment) > .040 in-2/ft = .093 in -2 Min. required p UBC 2610(f) > .0006 330W increase applied Min. required As UBC 2610(f) > .053 in-2/ft = .124 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. ' File >SHEARW 6:45 AM 7/21/05 ------------------------------------------------------------------------ REV. 6-17-99 Shearwall schedule -------------- --------------------------------------- ------------------ Description » Common nails >> (Box nails) ------------------------------------------------------------------------ Mark Description HF DF ' 1 3/8" cdx plywood with 8d nails at 611, 1211 o.c. .213 (.173) .260 (.211) 2 3/8" cdx plywood with 8d nails .312 .380 at 411, 12" o.c. (.253) (.308) 3 3/8" cdx plywood with 8d nails .402 .490 ' at 311, 1211 o.c. (.326) (.397) 4 1/2" cdx plywood with 10d nails 254 .310 at 611, 1211 o.c. (.206) (.251) 5 1/2" cdx plywood with 10d nails .377 .460 at 411, 1211 o.c. (.305) (.373) 6 1/2" cdx plywood with 10d nails 492 .600 at 311, 1211 o.c. ( .399) ( .486) ' 7 1/2" gyp bd with 5d nails wind .082 :100 at 711 o.c. edge & field Unblocked seismic .041 .050 ' 8 5/8" gyp bd with 6d nails wind .094 .115 at 711 o.c. edge & field Unblocked seismic .047 .058 9 7/8" cement plaster over expanded metal .148 .180 ' or woven wire lath with no. 16 gage staples, (7/8" leg) at 6" o.c. ' 10 3/8" plywood siding with 8-d nails .131 .160 at 611, 1211 o.c. 11 Simplex "Thermo -Ply structural (red) .144 .175 ' sheathing (0.115 inch thickness) with no. 16 gage staples (7/16!' crown. 1 1-1/4" legs) Wind pressures on structures > B > 1.00 > 75.00 mph qs > 14.50 psf > 6.00 in 12 6 > 26.57 degrees R Y F R A M E S A N D S Y S T E M S Direction Ht. <0'-151> <201> <251> n Ce .62 .67 .72 tai <30'> <40'> .76 .84 Cq .80 .0072 .0078 .0084 .0088 .0097 .50 .0045 .0049 .0052 .0055 .0061 .0117 .0126 • .0136 .0143 J .0158 to ridge f .70 .0063 .0068 .0073 .0077 .0085 than 9:12 .90 .0081 .0087 .0094 .0099 .0110 than 9:12 .30 .0027 .0027 .0031 .0033 .0037 .0090 .0095 .0104 .0110 .0122 dge and flat roofs .70 .0063 .0068 .0073 .0077 .0085 E N T S A N D C O M P O N E N T S 1.20 .0108 .0117 .0125 .0132 .0146 1.20 .0108 .0117 .0125 .0132 .0146 1.60 .0144 .0155 .0167 .0176 .0195 1.30 .0117 .0126 .0136 .0143 .0158 2 1.10 .0099 .0107 .0115 .0121 .0134 2 1.60 .0144 .0155 .0167 .0176 .0195 L. A R E A S A T D I S C 0 N T I N U I T I E S 2.00 .0180 .0194 .0209 .0220 .0244 gs at 2.80 .0252 .0272 .0292 .0309 .0341 of buildings dges at building 3.00 .0270 .0291 .0313 .0331 .0365 out overhangs corners and ds of building 2.00 .0180 .0194 .0209 .0220 .0244 1 1 1 1 1 1 File >LATDATA3 Rev 8-8-95 Wind pressures on structures Description >> Exposure Importance factor Basic wind speed Roof pitch * * * P R I M A R Y Assembly description > B > 1.00 > 75.00 mph > 6.00 in 12 F R A M E S A N D Ht. Ce W A L L S Windward walls Leeward walls Total wall R 0 0 F Wind perpendicular to ridge Leeward or flat roof Windward roof Slope 2:12 to less than 9:12 Slope 2:12 to less than 9:12 Roof total Wind parallel to ridge and flat roofs * * * E L E M E N T S A' N D W A L L All structures Enclosed structures Open structures Parapets R 0 0 F Enclosed structures Slope less than 9:12 Open structures Slope less than 9:12 U qs > 14.50 psf A > 26.57 degrees S Y S T E M S * * * Direction <0'-151> <20'> <251> .62 .67 .72 Cq .80 .0072 .0078 .0084 .50 .0045 .0049 .0052 .0117 .0126 .0136 .70 .0063 .0068 .0073 .90 .0081 .0087 .0094 .30 .0027 .0027 .0031 2.80 :0090 .0095 .0104 .70 .0063 .006'8 .0073 C O M P O N E N T S .0194 .0209 1.20 .0108 .0117 .0125 1.20 .0108 .0117 .0125 1.60 .0144 .0155 .0167 1.30 .0117 .0126 .0136 1.10 .0099 .0107 .0115 * * * L 0 C A L A R E A S A T Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away from ends of building 1.60 .0144 .0155 .0167 D I S C O N T I N U I T I E S 2.00 .0180 .0194 .0209 2.80 .0252 .0272 .0292 3.00 .0270 .0291 .0313 2.00 .0180 .0194 .0209 I Z,lo�k- i i t C � � " - ., ..- 3J4,& i * pvt'o UA*4-, Alt) �� �� �� ►per /?tt��. A*r IPT 6- 7z, p ° 5 f 191-q/ %L OZ7) -7� 7�'?'��')1� -71 V2 Yl s�r7-2 x �V C'n 45 9 L 0'V i E It 0)ke° v -,A 1 SNr7 07 ry W.W AMS Lt^ '5 �SA (� , u -� T_ Z4-) .'���-< I nA CIA W, A-*Cp OT, P?o al I A too.) 0114j K I AP 17"VP P6 -Z-:T�,k z4 --q T: r -e;, z0; b� w aZi Z, 601%- /4Pf4lp I?-)of0 A: ./S''0_ CIO- `,`�'J� 77- 5eo x `o�;��� ��rn It Z;3 i � I j i(0 -S V9 J t\A'o lo I • Dales �a� ►f��D Ilbrv� �Yl i i �`��.� ►f`v�OI� "I��.b t^��)�^D i.Q►/�a�x� �� IibM UIUIy1 i i >A o:<il�a _ rjr-4 � i� L4 10 Sb Ii "" ��► Sap. I - — WAV IvJ IIS Mi �U�ti►c��a� 0 Job; :04 Q35`. Description;JohD aper-Gar g 4,ftretalned .. �,'` ' General data; Wall construction; Concrete ' Configuration; Cantilevered ' Lateral load type; Soil pressure No Backfill slope; slope 1 Allowable design stresses; Soil; Class of materials (CBC); a User defined; ' Allowable bearing pressure; 1.500 ksf 1600 ksf Allowable passive; 0.150 ksf/ft depth 0150 ." ksf Lateral sliding coefficient; Soil weight; 0.250 `.0 . kcf b 3 >P-6�, On350 Increase for seismic/wind; Se Applied? No allowed _.^ iConcrete; Masonry; fc 2 500 ksi fm ;1,,500 Y' ksi FY 6o ksi FY 6o ksi FS 24.00 ksi 'p ES2900700��psi _ Y:q"�="nX ES 00$�02psi m 28.235 Em 1125000 �0900 - � Unit weight 01 - kcf n 25.78 Unit weight 0.13- kcf 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wall data Cantilevered wall may use. varying thickness segments Segment; (ft) (ft) Segment wd, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to , - . 2 Q;O=: �`: °: 0.150 6.000 • L_� 3.000 3.750 2 2.000 to 0.150 [6_000—� 3.000 3.750 3 0.000 to:: ' 0;00 _ =:' 0.000 L° _._� 0.000 0.000 Segment; b'dZ, M(ft-kips) 1 108.00 0.441 2 108.00 0.070 3 0.00 0.000 Input user defined wall thickness;00 ` inches 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I Loading WDL Axial;Raw 000. kipsift . WLL Axial;. OQ .;" kips/ft Equivalent fluid pressure (EFP); 030. kcf Sloping backfill surcharge; 0.000 kcf Design EFP; 0.030 kcf Surcharge; Distance. Surcharge P(kips) Description to wall(ft) height(ft) L 000 Vehicle 3000 0.505 feet Input surcharge height; 0.000., feet Summary of lateral loads acting on wall (Cantilevered wall); W Imm, at top of wall; 0.0152 kift w1a1era1 at bottom of wall; 0.1352 kift W at bottom of footing; 0.1652 kift Additional concentrated load at top of wall;�Of0:00, ' kkift Load type; I Wind Ivi 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Concrete stem design Load factor; Segment 1 reinforcing; Factored design moment (M,); 0.750 ft -kips Max. allowable'd'; 3.750 inches d (in) As Vertical reinforcing; [#4 bars at '#4 ::; S z inches o/c r fi3 00 0.. 0.131 in'/ft Horizontal reinforcing; bars • at . ';. X13 : inches olc 0.181 int/ft Temperature and shrinkage reinforcing; Vert. AS min. 0.108 in'/ft M, 1.67 ft -kips Horiz. AS min. 0.180 in/ft Check if wall is overreinforced; ^ pb 0.018 0.75pb 0.013 Asmax. 0.481 inZlft Se_gment 2 reinforcing; Factored design moment (M,); 0.120 ft -kips Max. allowable'd'; 3.750 inches d (in) As Vertical reinforcing; Horizontal reinforcing; #4 bars at #4 bars at;1h3 8� inches olc t. inches o 306010 - ` 0.131 0.181 in2lft inZlft Temperature and shrinkage reinforcing; Vert. AS min. 0.108 in'/ft M, 1.674 ft -kips Horfi. AS min. 0.180 inZlft Segment 3 reinforcing; Factored design moment (M j; 0.000 ft -kips Max. allowable'd'; 0.000 inches d (in) AS Vertical reinforcing; None at ' inches o/c r ':00W 0.000 int/ft Horizontal reinforcing; None at 12 inches olc 0.000 in21ft Temperature and shrinkage reinforcing; Vert. AS min. 0.000 . in'/ft Mn 0.00 ft -kip$ Horiz. AS min. 0.000 in'/ft . Check cantilevered walls to resist lateral forces when inadvertantly supported at top; M max. 2.847 ft -kips Factored design moment (M,); 4.840 ft -kips M max occurs at; 2.28 feet Segment 2 2 Vertical reinforcing; AS 0.131 int d inches ' Footing design; Toe length; E `.8:00,: inches Safety factor; 2.083 Heel length; 1.167 feet Soil pressure; 1.472 ksf Total footing length (L);661,,.28inches Footing depth; 1'200inches ' Overturning and soil pressure; Consider ftg depth for gross OTM and sliding ? Yes Design overturning moment (OTM); 0.814 ft-kips/ft ' Ignore footing weight when calculating soil pressure? Yes • Check stability and soil pressure; w WDL 0.000 kips Arm 0.917 feet DLRM 0:000 ft -kips WLL 0.700 kips 0.917 feet 0.642 ft -kips Segment 1 0.150 kips 0.917 feet 0.138 ft -kips ' Segment 2 0.150 kips 0.917 feet 0.138 ft -kips Segment 3 OA00 kips 0.917 feet 0.000 ft -kips Soil 0.513 kips 1.750 feet 0.898 ft -kips Keyway 0.063 kips 1.833 feet 0.115 ft -kips ' Fooling 0.350 kips 1.167 feet 0.408 ft -kips WDL 1.226 kips MDL min. 1.696 fl -kips WDL + WLL 1.926 kips MDL+Mu. 2.338 ft -kips ' Check safety factor against overturning; MOL min./OTM 2.083 > 1.5 Ok! Eccentricity (e); 0.376 feet [A/2-( M-OTM/ W] ' U6; 0.389 feet 2.373 feet [3 U2 -e] Resultant is within middle third of footing Allowed; ' Maximum soil pressure; 1.472 ksf 1.500 ksf [ Wtl/A + 6'Wtl"e/A^2 ] Minimum soil pressure; -0.122 ksf 1.500 ksf -1( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Footing reinforcement; Hee/ design; Vertical reinforcSi spacin 18 inches o/c Heel length; 1.167 feet Reinforcing 1 #4 bars at Y.W inches o/c d; W�inches Load factor A, 0,065 in'/ft M, 0.509 ft -kips & 7 2.329 ft -kips Toe design; Toe length; 0.667 feet Reinforcing; 14 bars at 18 inches o/c d; inches A, 0.131 in /ft Max. soil pressure 1.472 ksf At face of wall 1.059 ksf Load factor M 0.504 ft -kips 11=1 �7 W-4 �M, 4.614 ft -kips Longitudinal footing reinforcement; A, required = Area .002 A, min. 0.672 in'..... . . . . . . . . . . . . . . . . . . A, 0.930 in' �7 Lateral sliding;_ Rtoaofwall 0.000 kips/ft Min. A,' 0.000 in "base of wail 0.451 kips/ft �ne at inches o/c Nla Calculate Wog' friction coefficient; Lateral sliding resistance; 0.306 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0:000 kips/ft Limited to; 0.613 max (0.5`Wdl) Allowable lateral passive pressure 0.150 ksf/ft depth ' Consider footing for passive resistance? Yes _ Lateral passive pressure provided; 0.075 kips/ft [Footing only] Net resistance provided by fooling only; 0.381 kips/ft [Footing only] Concrete slab at base of wall ? Slab thickness; 4W4000 No inches Width of slab; 0Q0 feet Resistance provided by slab; 0.000 kips/ft ' Total resistance; 0.381 kipslft Factor of safety; 0.846 No good! Shear key required! Shear key must provide additional; 0.295 kips lateral resistance Shear key provides; 0.312 Calculate equivalent depth of key due to overburden; kips lateral resistance Bearing pressure (p) / soil weight; Equivalent depth of shear key; 4.776 feet [Maximum 151 Allowable passive pressure; 0.716 ksf [at bottom of footing] ' Allowable passive pressure; 0.779 ksf [at bottom of key] Shear key depth;AN, inches Shear key thickness; 1inches dj.inches Load factor M„ 0.112 ft -kips Reinforcing in key; #4 bars at 36 inches o/c AS 0.065 in`/ft ' Mn 1.74 fl -kips r �7 Wall framing - see plat Slab dowels; None at 18 inches o/c Vertical, re inforcing: Vertical #4 barsat 18 inches Horizontal #4 bars at 13 inch 4 ft Retained height Vertical dowels; Vertical #4 barsat 18 inches Transverse #4 bars at 36 NG 12" 5" (3) continuous #5 bars 8" 28" Supported concrete retaining wall : 4 ft. retained height Notes: Allowable soil bearing capacity: .1.50 ksf Maximum imposed axial load: 0.70 kips/ft Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 2.00 kips Material data: Concrete fc 2.500 ksi Steel Fy 60.00 ksi 4" conc. Slab - reinforce with with #3 at 18" olc e.w, Well -drained granular . backfill, typical 6 inch thick Concrete wall 3 in. 24" min. lap Perforated drain to 12" 4 a_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 n ... r,a Job; 04 035:``;'': Description, John.DrapeGarage6ftretai General data; Wall construction; Concrete___._ Configuration; Cantilevered ------ - --- Lateral load type; Soil pressure Backfill slope; No slope Allowable design stresses; Soil; Class of materials (CBC); 14 __ '—F-1 User defined; Allowable bearing pressure; 1.500 ksf 1.'500 ksf Allowable passive; "- f' P 0.150 ksf/ft depth Q�O ksf Lateral sliding coefficient; 0.250 0:350 Soil weight;t %Ab , kcf Increase allowed for seismic/wind; X330 Applied? No Concrete, Masonry; fc 250 ksi fm 1500 4,_ ksi FY 160 ksi FY 160 1 ksi FS 24.00 ksi ES 29000000 ' psi ES t29=,96 00 psi m 28.235 E,n 1125000 E;5�� 0 � - n 25.78 Unit weight0` kcf Unit weight 0135- kcf ' Wali data Cantilevered wall may use varying thickness segments Segment; (ft) (ft) Segment wd, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to 0.150 0.150 6.000 3.000 3.750 2 2.000 to ,:-:6;00 �.:-'�;; 0.300 3.000 3.750 3 0.000 to omoo 0.000 Segment; b'd2 M(ft-kips) ' 1 108.00 1.353 2 108.00 0.441 3 0.00 0.000 Input user defined wall thickness, inches 1 W 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Loading Wog Axial; 6s000 < kips/ft .'' ; WCL Axial; kips/ft Equivalent fluid pressure (EFP); Is 0 030 kcf Sloping backfill surcharge; 0.000 kcf Design EFP; 0.030 kcf Surcharge; Distance Surcharge P(kips) Description to wall(ft) height(ft) 2 OOQ Vehicle r ;3OQ.0 0.505 feet Input surcharge height;0 Q,00 feet -Summary of lateral loads acting on wall (Cantilevered wall); w lateral at top of wall; 0.0152 klft w lateral at bottom of wall; 0.1952 klft w latera, at bottom of footing; 0.2252 klft Additional concentrated load at top of wall;,.0.00 'STA klft Load type; �ind 4.7 9 1 Concrete stem design Load factor;''"1x700 ' Segment 1 reinforcing; Factored design moment (M,); 2.300 ft -kips Max. allowable'd'; 3.750 inches d (in) As Vertical reinforcing; t #4 bars • at f �1y2, inches o/c " - 3 S00' �• 0.196 inz/ft L .:NSJ - ' Horizontal reinforcing;#4 bars - at �3 inches o/c 0.181. inz/ft .Temperature and shrinkage reinforcing; Vert. AS min. 0.108 inzlft Mn 2.44 ft -kips Horiz. AS min. 0.180 inzlft ' Check if wall is overreinforced; Pb 0.018 0.75pb 0.013 Asmax. 0.481 in'/ft Segment 2 reinforcinq• Factored design moment (M,); 0.750 ft -kips ' Max. allowable'd'; 3.750 inches d (in) As Vertical reinforcing; #4 bars $ .: n. ` w z 9. at inches o/c 3 000 0.196 in /ft T`� Horizontal reinforcing; #4 bars � at inches o/c 0.181 inzlft Temperature and shrinkage reinforcing; Vert. AS min. 0.108 in'/ft Mn 2.443 ft -kips ' Horiz. AS min. 0.180 in/ft Segment 3 reinforcinq; Factored design moment (Mu); 0.000 ft -kips ' Max. allowable'd'; 0.000 inches d (in) As Vertical reinforcing; None � MNI.incheso/c � �- z g at inches o/c"IN,0 , 0.000 in Ift Horizontal reinforcing; None at 0.000 inzlft Temperature and shrinkage reinforcing; Vert. AS min. -0.000 inzlft M" 0.00 ft -kips Horiz. AS min. 0.000 inzlft ' Check cantilevered walls to resist lateral forces when ina v d ertantly supported at top; ' M max. 2.847 ft -kips Factored design moment (M,); 4.840 ft -kips M max occurs at; 3.42 feet Segment 2 2 ' Vertical reinforcing; As 0.196 in d inches 1 1 1 Footing design; Toe length; �. f'�]r200 inches -.. . Safely factor; 2.436 Heel length; 2.000 feet Soil pressure; 1.492 ksf Total footing length (L); �- " 4200 (_ ,s 0 inches Footing depth; r.. 1x2:00 inches ' Overturning and soil pressure; Consider ftg depth for gross OTM and sliding ? res Design overturning moment (OTM); 2.086 ft-kips/ft Ignore footing weight when calculating soil pressure? Yes Check stability and soil pressure; w Arm DLRM ' WDL 0.000 kips 1.250 feet 0.000 ft -kips WLL 0.700 kips .1.250 feet 0.875 ft -kips Segment 1 0.150 kips 1.250 feet 0.188 ft -kips Segment 2 0.300 kips 1.250 feet 0.375 ft -kips ' Segment 3 0.000 kips 1.250 feet 0.000 ft -kips Soil 1.320 kips 2.500 feet 3.300 ft -kips o Keyway 0.100. kips 3.000 feet 0.300 ft -kips ' Footing 0.525 kips 1.750 feet 0.919 ft -kips WDL 2.395 kips Mpg min. 5.081 ft -kips WDL + W« 3.095 kips MDL+Mu. 5.956 ft -kips . Check safety factor against overturning; MIX min./OTM 2.436 > 1.5 Ok! Eccentricity (e); 0.500 feet (A/2-( M-OTM/ W] ' U6; 0.583 feet 3.751 feet [3'U2 -e) Resultant is within middle third of footing Allowed; Maximum soil pressure; 1.492 ksf 1.500 ksf ( Wtl/A + 6'Wtl'e/A^2 [ ' Minimum soil pressure; •0.023 ksf 1.500 ksf_ 1 1 N Footing reinforcement; Heel design; Vertical reinforcing spacing; 12 inches olc Heel length; 2.000 feet Reinforcinga bars at36 inches o/c. d; V,t3 00"` inches Load factor AS 0.065 in`/ft M� 2.244 fl -kips IAli. 2.329 ft -kips Toe design; Toe length; 1.000 feet Reinforcing; #4 bars at 12 inches o/c d;8 000:. y inches A; 0.196 in`Ift Max. soil pressure 1.492 ksf Al face of wall 1.094 ksf Load factor M, 1.155 ft -kips 6.853 ft -kips Longitudinal footing reinforcement; AS required = Area' .002 AS min. 1.008 in` its bars AS 1.240 in` (-20 f' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Lateral sliding; Ri000fwan 0.000 kips/ftMin. *ILN_-_ne-at:. AS 0.000 in Rbaseofwan 0.841 kips/ft ,18R. Winches o/c Nla Calculate WDL " friction coefficient; Lateral sliding resistance; 0.599 kipslft For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Limited to; 1.198 max (0.5'Wdl) Allowable lateral passive pressure__ 0.150 ksf/ft depth Consider footing for passive resistance? Yes Lateral passive pressure provided; 0.075 kips/ft [Footing only] Net resistance provided by footing only; 0.674 kips/ft [Footing only] Concrete slab at base of wall ? No • Slab thickness; �, "`" 000 ' inches Width of slab; ' I;�00 feet Resistance provided by slab; 0.000 kips/ft Total resistance; 0.674 kips/ft Factor of safety; 0.801 No good! Shear key required! Shear key must provide additional; 0.588 kips lateral resistance Shear key provides; 0.655 kips lateral resistance Calculate equivalent depth of key due to overburden; Bearing pressure (p). / soil weight; Equivalent depth of shear key; 6.221 feet [Maximum 15'1 Allowable passive pressure; 0.933 ksf [at bottom of footing) Allowable passive pressure; 1.033 ksf [at bottom of key] Shear key depth; inches Shear key thickness; U2O inches d inches Load factor Me 0.378 ft-kips1,M7" < I Reinforcing in key; #4 bars at 36 inches o/c As 0.065 in` /ft Mo 1.74 ft -kips 0 4" conc. Slab - reinforce with With #3 at 18" o/c e.w. reV?In-M-111, t�WMM }n Well -drained granular U r backfill, typical 6 inch thick Concrete wall 3 in. o 12_� a 24" min. lap Transverse #4 bars at 36 inct ies c/o Perforated drain to davlioht tent. � ' (4) continuous #5 bars 12" 42" Supported concrete retaining wall : 6 ft, retained height Notes: Allowable soil bearing capacity: 1.50 ksf ' Maximum imposed axial load: 0.70 kips/ft Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 2.00 kips ' Material data: Concrete fc 2.500 ksi ' Steel Fy 60.00 ksi r- 'ze 1 Wall framing see plans— Slab dowels; None at 18 inches o/c — Vertical reinforcing: Vertical #4 barsat 12 inches ' Horizontal #4 bars at 13 inch 6 ft Retained height Vertical dowels; Vertical #4 barsat 12 inches 1 4" conc. Slab - reinforce with With #3 at 18" o/c e.w. reV?In-M-111, t�WMM }n Well -drained granular U r backfill, typical 6 inch thick Concrete wall 3 in. o 12_� a 24" min. lap Transverse #4 bars at 36 inct ies c/o Perforated drain to davlioht tent. � ' (4) continuous #5 bars 12" 42" Supported concrete retaining wall : 6 ft, retained height Notes: Allowable soil bearing capacity: 1.50 ksf ' Maximum imposed axial load: 0.70 kips/ft Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 2.00 kips ' Material data: Concrete fc 2.500 ksi ' Steel Fy 60.00 ksi r- 'ze 1 1 1 1 1 1 r Job; '04035 ` W" Description; D aerGara e�-'6 t reta ni ed� n hlek �" `` General data; Wall construction; I Concrete Configuration; Cantilevered Lateral loadtYP e; l Soil pressure -.-..— Backfill slope; No slope Allowable design stresses; Soil; Class of materials (CBC); _ a User defined; Allowable bearing pressure; Allowable 1.500 ksf 0.150 ksflft depth' 1500, f. ksf 00 ` ksf passive; Lateral sliding coefficient; 0.250 .. ,..:. 0?. Soil weight;0:t1��O ;a ; kcf . Increase allowed for seismic/wind; 1 330 `," Applied? No Concrete; Masonry;. `s 12500' ksi fC %AL pfPaire fm"� 1 1 x,00;5 ksi bo� ksi Fy ,5.wf 60 � ksi FS 24.00 ksi .FY ES290000 psi ES __ ., . 29000.00$ psi M 28.235 Em 1125000 40 00. ; " n 25.78 Unit weight 01,5 , : - kcf Unit weight 0,135 °::kcf r 1' 1 1 1 1 Wall data Cantilevered wall may use varying thickness segments Segment; (ft) (ft) Segment wd, Actual t (in) Actual d(in) Max. d(in) 1 0.000 toA 0.200 8.000 —E 4.000 5.688 2 2.000 to 46:00':? ''„1,�x 0.400 s.000 C— 4.000 5.688 3 0.000 to = X0;00: } 0.000—D .� 0.000 0.000 Segment; b*d2 M(ft-kips) 1 192.00 1.353 2 192.00 0.441 3 0.00 0.000 Input user defined wall thickness; '000 ” inches 1' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Loading WDL Axial; kips/ft WLL Axial; 0700 kipsift Equivalent fluid pressure (EFP); kcf Sloping backfill surcharge; 0.000 - kcf Design EFP; 0.030 kcf. Surcharge; Distance Surcharge P(kips) Description to wall(ft) height(ft) Vehicle 0.505 feet I . nput surcharge height;d0, feet Summary of lateral loads acting on wall (Cantilevered wall); w at top of wall; 0.0152 k/ft W at bottom of wall; 0.1952 k/ft w at bottom of footing; 0.2252 k/ft Additional concentrated load at top of wall; MAffl kY—:0,07, W -A- k/ft Load type; Wind --�] 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Concrete stem design Load factor; i�1700' Segment 1 reinforcing; Factored design moment (M j; 2.300 ft -kips Max. allowable'd'; 5.688 inches d (in). As Vertical reinforcing; #S bars at :P11.151 inches olc it. 4 0.207 in21ft Horizontal reinforcing; F#S bars E at inches o/c 0.248 in21ft Temperature and shrinkage reinforcing; Vert. As min. 0.144 in21ft Mn 3.49 ft -kips Horiz. AS min. 0.240 inZlft Check if wall is overreinforced; Pb 0.018 0.75pb 0.013 Asmax. 0.641 in/ft Segment 2 reinforcing; Factored design moment (M j; 0.750 ft -kips Max. allowable'd'; 5.688 inches d (in) As Vertical reinforcing; #5 bars at inches o/c.'7000 ` 0Horizontal 0.207 inZlft reinforcing; #5 bars at . Mincheso/c 0.248 in2/ft Temperature and shrinkage reinforcing; Vert. AS min. 0.144 in'/ft Mn 3.494 ft -kips Horiz. AS min. 0.240 inZlft Segment 3 reinforcinq; Factored design moment (M j; 0.000 ft -kips Max. allowable'd'; 0.000 inches d (in) As Vertical reinforcing; None at ", 122 inches o/c 0 000 0.000. inZlft Horizontal reinforcing; None at u 12 ` inches o/c 0.000 in2/ft Temperature and shrinkage reinforcing; Vert. AS min. 0.000 in2/ft Mn 0.00 ft -kips Horiz. As min. 0.000 in/ft Check cantilevered walls to resist lateral forces when inadvertantly supported at top; M max. 2.847 ft -kips Factored design moment (Mu); 4.840 ft -kips M max occurs at; 3.42 feet Segment 2 2 Vertical reinforcing; As 0.207 in d inches r -f V' I 1, Footing design; I I LI Toe length;P�jj,` ' toinches Safety factor; 2.466 Heel length; 1.833 feet Soil pressure; 1.478 ksf Total footing length (L); 4 Winches Footing depth; ";;.12:004.` - inches Overturning and soil pressure; Consider ftg depth for gross OTM and sliding ? res Design overturning moment (OTM); 2.086 ft-kips/ft Ignore footing weight when calculating soil pressure? Yes Check stability and soil pressure; w Arm DLRM WDL 0.000 kips 1.333 feet 0.000 ft -kips WLL 0.700 kips 1.333 feet 0.933 ft -kips Segment 1 0.200 kips 1.333 feet 0.267 ft -kips Segment 2 0.400 kips 1.333 feet 0.533 ft -kips Segment 3 0.000 kips 1.33 ' 3 feet 0.000 ft -kips Soil . 1.210 kips 2.583 feet 3.126 ft -kips Keyway 0.100 kips 3.000 feet 0.300 ft -kips Footing 0.525 kips 1.750 feet 0.919 ft -kips WDL 2.435 kips ps MDL min. 5.145 ft -kips WOL + WLL 3.135 kips MDL+MLL 6.078 ft -kips Check safety factor against overturning; MDL min../OTM 2.466 > 1.5 Ok! Eccentricity (e); 0.477 U6; 0.583 feet feet [A/2-(M-OTM/ q L' ; 3.820 feet 13*U2-e] Resultant is within middle third of footing Allowed; Maximum soil pressure; 1.478 ksf 1.500 ksf WtI/A + 6*Wtl*e/A'2 Minimum soil pressure; 0.014 ksf 1.500 ksf I I LI Footing reinforcement; ' Heel design; Vertical reinforcing spacin ; �] 18 inches o/c inches Heel length; 1.833 feet Reinforcing #5 bars at 36�' olc d; 8100. inches Load factor AS 0.103 in`ift M,, 1.886 ft -kips '1?7 ' �M, 3.663 ft -kips ' Toe design; Toe length; 1.000 feet Reinforcing; #5 bars at 18 inches o/c d; `f}OQq inches . AS 0.207 in'/ft Max. soil pressure 1,478 ksf ' Al face of wall 1.091 ksf Load factor M� 1.146 ft -kips TOWN Z�"� �1 �M, 7.214 ft -kips ' Longitudinal footing reinforcement; AS required = Area .002 AS min. 1.008 in`4�I #s bars:E AS 1.240 in` r . I Lateral sliding; Rt000fwall 0.000 kips/ft Min. A5 0.000 in` Rbaseofwall 0.841 kips/ft None__ • at �:1k8:+: ,inches o/c Nla Calculate WDL' friction coefficient; Lateral sliding resistance; 0.609 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Limited to; 1.218 max (0.5'Wdl) Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? Yes • Lateral passive pressure provided; 0.075 kips/fl [Footing only) Net resistance provided by footing only; 0.684 kips/ft [Footing only] Concrete slab at base of wall ? No Slab thickness;E'l, inches Width of slab;00< ' feet Resistance provided by slab; 0.000 kips/ft Total resistance; 0.684 kips/ft Factor of safety; 0.813 No good! Shear key required! Shear key must provide additional; 0.578 kips lateral resistance Shear key provides; 0.666 kips lateral resistance Calculate equivalent depth of key due to overburden; Bearing pressure (p) / soil weight; Equivalent depth of shear key; 6.325 feet [Maximum 151 Allowable passive pressure; 0.949 ksf [at bottom of footing] Allowable passive pressure; 1.049 ksf (al bottom of key) Shear key depth; 800' • ' inches Shear key thickness;12A0:_ ` inches d 6: .'' ` inches Load factor Mo 0.384 ft-kips"17 Reinforcing in key; #5 bars at 36 inches o/c AS 0.103 in` /ft Mn 2.73 fl -kips t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wall framing - see pla Slab dowels; None at 18 inches o/c Vertical reinforcing: Vertical #5 barsat 18 inches Horizontal #5 bars at 15 inch 6 ft Retained height Vertical dowels; Vertical #5 barsat 18 inches Transverse #5 bars at 36 NG 12" 8" 12" 4" conc. Slab - reinforce with with #3 at 18" o/c e.w. Well -drained granular backfill, typical 8 inch thick Concrete wall 4 in. (4) continuous #5 bars 42" Supported concrete retaining wall : 6 ft. retained height Notes: Allowable soil bearing capacity: 1.50 ksf Maximum imposed axial load: 0.70 kips/ft Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 2.00 kips Material data: Concrete fc 2.500 ksi Steel Fy 60.00 ksi 24" min. lap — Perforated drain to 1z �O I I Job; N0X Description; General data; f, M4si FY 160 ksi E,016' Wall construction; Concrete_ _ M 28.235 Configuration;�ed Unit weight kcf Lateral load type; Soil pressure Backfill slope; No slope Allowable design stresses, - .Soil; Class of materials (CBC); 14 User defined; Allowable bearing pressure; 1.500 ksf 1.k W . ksf Allowable passive; 0.150 ksf/ft depth ksf Lateral sliding coefficient; 0.250 0 Soil weight; 'I—" kcf Increase allowed for seismic/wind; N1;3301 Applied? No Concrete; Nj1,F5AM--ksi 160 ksi f, M4si FY 160 ksi E,016' psi M 28.235 1 Unit weight kcf Masonry; fm FY Nj1,F5AM--ksi 160 ksi ES�000000 psi EM 1125000 n Unit weightVdOrl, 25.78 k c f FS 24.00 ksi 1 p ' Wali data Cantilevered wall may use varying thickness segments Segment; (ft) (ft) Segment wd, Actual t (in) Actual d(in) Max. d(in) 1 0.000 to 0.200�oo-� 4.000 5.688 2 2.000 to =.XB`00At 0.600 a.000 4.000 5.688 ' 3 0.000 toROOM �., n n 0.000 0 0.000 0.000 Segment; b'd2 M(ft-kips) 1 1 192.00 3.045 2 192.00 1.353 3 0.00 0.000 ` Input user defined wall thickness; x•0,00 inches 1 r Loading N' Wog Axial; kipsift W�� Axial; ,kips/ft Equivalent fluid pressure (EFP); `0;03p'n .. ;.kcf Sloping backfill surcharge; 0.000 kcf Design EFP; 0.030 kcf ' Surcharge; Distance Surcharge P(kips) Description to wall(ft) height(ft) ;2000 Vehicle .. 3°Otl0 " 0.505 feet Input surcharge height; 0060 r.. (feet Summary of lateral loads acting on wall (Cantilevered wall); w,ate,, at top of wall; 0.0152 kift w at bottom of wall; 0.2552 k/ft ' W lateral at bottom of footing; Additional concentrated load at top of wall;0, 0.2852 0 k/ft k/ft Load type; I Wind 1 J ' Concrete stem design Load factor; �.. 1...700 Seqment 1 relnforcinq' Factored design moment (M,), 5.176 ft -kips Max. allowable'd'; 5.688 inches d (in) AS Vertical reinforcing;#5 bars • at ' �' : " 11} :. 1 • orches olc 4000 0.338 2 in Ift Horizontal reinforcing; g #s bars at 1'5:' inches olc 0.248 inz/ft Temperature and shrinkage reinforcing; �. ' Vert. AS min. 0.144 in'/ft Mn 5.48 ft -kips Horiz. AS min. 0.240 inzlft ' Check if wall is overreinforced; pb 0.018 0.75pb 0.013 Asmax. 0.641 inz/ft ' Segment 2 reinforcing; Factored design moment (M,); 2.300 ft -kips Max. allowable'd'; 5:688 inches d (in) AS ' Vertical reinforcing; #s bars atM:011, inches o/c 000 0.338 inz/ft Horizontal reinforcing; #5 bars at inches olc 0.248 in/ft Temperature and shrinkage reinforcing; ' Vert. AS min. 0.144 in/ft Mn 5.482 ft -kips Horiz. AS min. 0.240 in/ft Segment 3 reinforcing' Factored design moment (Mu); 0.000 ft -kips ' Max. allowable'd'; 0.000 inches d (in) AS Vertical reinforcing; None �� at p inches o/c ��i29 0.000 .. 0.000 inIft Horizontal reinforcing; None at 4,,2 inches o/c 0.000 inzlft Temperature and shrinkage reinforcing; Vert. AS min. 0.000 inzlft Mn 0.00 ft -kips 1 Horiz. AS min. 0.000 in/ft Check cantilevered walls to resist lateral forces when inadvertantly supported at top; ' M max. 2.847 ft -kips Factored design moment (M,); 4.840 ft -kips M max occurs at; 4.56 feet Segment 2 2 ' Vertical reinforcing; As 0.338 inz d inches 1 Footing design; . i Toe length; �15 inches Safety factor; 2.628 Heel length; 2.500 feet Soil pressure; 1.476 ksf ' Total footing length (L); inches Fooling depth; = =12 00:`=<` < :;,:.»•: a ;. inches ' Overturning and soil pressure; Consider ftg depth for gross OTM and sliding'? _ _ Fves • Design overturning moment (OTM); 4.259 ft-kips/ft ' Ignore footing weight when calculating soil pressure? res Check stability and soilP ressure; w Arm DLRM ' WDL 0.000 kips 1.833 feet 0.000 fl -kips WLL 0.700 kips 1.833 feet 1.283 ft -kips Segment 1 0.200 kips 1.833 feet 0.367 ft -kips Segment 2 0.600. kips 1.833 feet 1.100 ft -kips ' Segment 3 0.000 kips . 1.833 feet 0.000 ft -kips Soil 2.200 kips 3.417 feet 7.517 ft -kips Keyway 0.138 kips 4.167 feet 0.573 ` ft -kips ' Footing 0.700 kips 2.333 feet 1.633 ft -kips WDL 3.838 kips MDL min. 11.190 ft -kips WDL +WLL 4.538 kips MDL+MLL 12.473 ft -kips ' Check safety factor against overturning; MDL min./OTM 2.628 > 1.5 Ok! Eccentricity (e); 0.523 feet [A/2-( M-OTM/ WJ U6; 0.778 feet U ; 5.431 feet [3'U2 -el Resultant is within middle third of footing Allowed; Maximum soil pressure; 1.476 ksf 1.500 ksf. ( Wtl/A +6'Wtl'e/A^2 j Minimum soil pressure; 0.168 ksf 1.500 ksf �LJ I Footing reinforcement; Heel design; Vertical reinforcing spaacin ; 11 inches o/c Heel length; 2.500 feet Reinforcing us bars at W22y inches o/c d; ` 00 _" s inches Load factor A, 0.169 in`Ift M,, 4.675 ft -kips Wn 5.936 ft -kips Toe design; Toe length; 1.500 feet Reinforcing; #5 bars at 11 inches o/c d;000 inchesA 5 0.338 in'/ft Max. soil pressure 1.476 ksf Arface of wall 1.068 ksf Load factor MU 2.563 ft -kips? Wn 11.569 fl -kips Longitudinal footing reinforcement; AS required = Area' .002 AS min. 1.344 in` SAM #s bars • AS 1.550 in` 1 jo Lateral' sllding; ' Rtopofwan 0.000 kipslftMin. As 0.000 in Rbaseofwall 1.351 kips/ft None__ at 1S inches o/c Nla Calculate WDL * friction coefficient; ' Lateral sliding resistance; 0.959 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Limited to; 1.919 max (0.5'Wdl) ' Allowable lateral passive pressure 0.150 ksf/ft depth Consider fooling for passive resistance? Yes__ Lateral passive pressure provided; 0.075 kips/ft [Footing only] Net resistance provided by footing only; 1.034 kips/ft [Footing only] ' Concrete slab at base of wall ? No • Slab thickness; �' - 00-00 : inches Width of slab; :000feet Resistance provided by slab; 0.000 kips/ft Total resistance; 1.034 kips/ft Factor of safety; 0.765 No good! Shear key required! Shear key must provide additional; 0.993 kips lateral resistance ' Shear key provides; 1.091 kips lateral resistance Calculate equivalent depth of key due to overburden; Bearing pressure (p) / soil weight; Equivalent depth of shear key; 7.476 feel [Maximum 151 ' Allowable passive pressure; 1.121 ksf [at bottom of footing] Allowable passive pressure;_ 1.259 ksf [at bottom of key] Shear key depth; 1100 ' inches Shear key thickness; 12x00 inches ' w d �� 61,00 � ��;� inches Load factor Mo 0.866 ft -kips X1;,7 Reinforcing in key; #5 bars at 22 inches o/c As 0.169 in` /ft ' Mo 4.41 ft -kips 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wall framing - see plan Slab dowels; None at 18 inches o/c Vertical reinforcing: Vertical #5 barsat 11 inches Horizontal #5 bars at 15 inch 8 ft Retained, height Vertical dowels; Vertical #5 barsat 11 inches 18" Transverse #5 bars at 22 NG (5) continuous #5 bars 56" Supported concrete retaining wall : 8 ft. retained height Notes: 4" conc. Slab - reinforce with with #3 at 18" o/c e.w. Well -drained granular backfill, typical 8 inch thick Concrete wall 4 in. Allowable soil bearing capacity: 1.50 ksf Maximum imposed axial load: 0.70 kips/ft Equivalent fluid pressure: 0.030 kcf Vehicle surcharge: 2.00 kips Material data: Concrete fc 2.500 ksi Steel Fy 60.00 ksi 0 24" min. lap — Perforated drain to 12" n 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f Job- r� 040;35x:, Description;Johnr�Draper- General data; Wall construction; [-Eo—n,—ret,— oncreteConfiguration; Configuration;Cantilevered __ Lateral load type; [Soil pressure _ Backfill slope; No slope (� Allowable design stresses; Soil; Class of materials (CBC); La User defined;. Allowable bearing pressure; 1.500. ksf ksf Allowable passive; p 0.150 ksf/ft depth �-0{g 50 ksf Lateral sliding coefficient; 0.250 0350 Soil weight; t 0gjg1 0 T kcf Increase allowed for seismic/wind; 1 330 Applied? No Concrete; Masonry; ksi fm ;.1500 :" ksi FY 160 ksi FY 60 ksi FS 24.00 ksi Es:29,0000 psi ES 2900000 psi m 28.235 Em 1125000 Q900' n 25.78 Unit weight'01'50 kcf Unit weight 'Os13`5 ` kcf - r N 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wall data Cantilevered wall may use varying thickness segments Segment; (ft) (ft) Segment wd, Actual t (in) Actual d(in) Max, d(in) 1 0.000 to M�' u:2.00Y�.;� 0.150 _6.0o0 �j 3,000 3.750 2 2.000 tog4,O0w'°` 0.150 6.000_ 3.000 3.750 3 0.000 to :; Or;00- : 0.000 o 0.000 0.000 Segment; b*d2 M(ft-kips) —' 1 108.00 0.320 2 108.00 0.040 3 0.00 0.000 Input user defined wall thickness;0 00, ' inches 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r Loading WDL Axial;W�1111 kipslft WLL Axial; 0 . kipslft Equivalent fluid pressure (EFP); 30 i kcf. Sloping backfill surcharge; 0.000 kcf Design EFP; 0.030 kcf. Surcharge; Distance Surcharge P(kips) Description to wall(ft) height(ft) °' 0 000 �3�OOD 0.000 feet Input surcharge height; 0000 feet Summary of lateral loads acting on wall (Cantilevered wall); W lateral at top of wall; 0.0000 kift W lateral at bottom of wall; 0.1200 loft w lateral at bottom of footing; 0.1500 klft Additional concentrated load at top of wall; X00.0 . M klft Load type; I Wind I -J 11 I[] Concrete stem design Load factor; Segment 1 reinforcing; Factored design moment (M,,); 0.544 ft -kips Max. allowable'd'; 3.750 inches d (in) AS Vertical reinforcing; #4 bars • at. � -� �-. inches olc � OO.b� 0.131 2 in /ft Horizontal reinforcing; L#4 bars at 13 ' ;inches o/c 0.181 in21ft Temperature and shrinkage reinforcing; Vert. AS min. 0.108 in21ft Mn 1.67 ft -kips Horiz. AS min. 0.180 in'/ft Check if wall is overreinforced; Pb 0.018 0.75pb 0.013 Asmax. 0.481 in 21ft Segment 2 reinforcing; Factored design moment (Mu); 0.068 ft -kips Max. allowable'd'; 3.750 inches d (in) As Verticalreinforcing; #4 bars at 18 inches o/c �,: 3 000 0.131 2 in /ft Horizontal reinforcing; #4 bars at 13.4 inches o/c 0.181 in21ft Temperature and shrinkage reinforcing; Vert. AS min. 0.108 in'/ft Mn. 1.674 ft -kips Horiz. As min. 0.180 in/ft Segment 3 reinforcing; Factored design moment (M,); 0.000 ft -kips Max.-allowable'd'; 0.000. inches d (in) As Vertical reinforcing; None at 12, inches olc 0+000r - 0.000 in21ft Horizontal reinforcing; None 17j at 1z2 .` inches o/c 0.000 in21ft Temperature and shrinkage reinforcing; Vert. AS min. 0.000 in21ft Mn 0.00 ft -kips Horiz. AS min. 0.000 in21ft Check cantilevered walls to resist lateral forces when inadvertantly supported at top; M max. 2.847 ft -kips Factored design moment (Mu); 4.840 ft -kips M max occurs at; 2.28 feet Segment 2 Vertical reinforcing; AS 0.131 int d inches 2 r [I ' Footing design; Toe length; E2W, - 0� inches Safety factor; 2.611 Heel length; 1.000 feet Soil pressure; 1.319 ksf Total footing length (L);X28;00 . inches M .. �h.�.,.. Fooling depth; ;12;00. inches ' Overturning and soil pressure; Copsider ftg depth for gross OTM and sliding ? vs - Design overturning moment (OTM); 0.625 ft-kips/ft ' Igaore footing weight when calculating soil pressure? Yes Check stability and soil pressure; w Arm _ DLRM. ' WDL 0.000 kips 1.083 feet 0.000 ft -kips W« 1.200 kips 1.083 feet 1.300 ft -kips Segment 1 0.150 kips 1.083 feet 0.163 ft -kips Segment.2 0.150 kips 1.083 feet 0.163 ft -kips Segment 3 0.000 kips 1.083 feet 0.000 ft -kips Soil 0.440 kips 1.833 feet 0.807 ft -kips Keyway 0.050 kips 1.833 feet 0.092 ft -kips ' Footing 0.350 kips 1.167 feet 0.408 ft -kips WDL 1.140 kips MDL min. 1.632 ft -kips WDL + WLL 2.340 kips MoL+MLL 2.932 ft -kips Check safety factor against overturning; MOL min./OTM 2.611 > 1.5 Ok! Eccentricity (e); 0.181 feet [A/2-( M-OTM/ q ' 1-16; 0.389 feet L' ; 2.957 feet [3'L/2 -e) Resultant is within middle third of footing Allowed; ' Maximum soil pressure; 1.319 ksf 1.500 ksf ( Wll/A +6'Wtl"e/A^2 ] . Minimum soil pressure; .0.386 ksf 1.500 ksf [I Footing reinforcement; i i i Heeldesim Vertical reinforcing spam ; 18 inches o/c Heel length; 1.000 feel Reinforcing t #4 bars 1. at 36. inches o/c d; `` >`8k0.0'«finches Loadfactor j .-- AS 0.065 in`Ift M, 0.374 ft -kips On 2.329 ft -kips Toe design; Toe length; 0.833 feet Reinforcing; #4 bars at 18 inches olc d; 8:.00 '- inches As 0.131 in'/ft Max. soil pressure 1.319 ksf Atiace of wall 0.948 ksf Load factor. M, 0.706 ft -kips �M, 4.614 ft -kips Longitudinal footing reinforcement; AS required = Area' .002 AS nin. 0.672 in` 3 k .. #s bars AS . 0.930 in Lateral sliding; Rtouctwall 0.000 k! slft P Min. AS 0.000 in` I Rbaseotwan 0.375 kips/ft None aty113 ,. .inchesolc Nla Calculate WDL * friction coefficient; Lateral sliding resistance; 0.285 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Limited to; 0.570 max (0.5'Wdl) Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? Yes I Lateral passive pressure provided; 0.075 kips/ft [Footing only] Net resistance provided by footing only; 0.360 kips/ft [Footing only] Concrete slab at base of wall ? No Slab thickness; 4?OSIR inches Width of slab; 1feet Resistance provided by slab; 0.000 kips/ft ' Total resistance; 0.360 kips/ft Factor of safety; 0.960 No good! Shear key required! Shear key must provide additional; 0.203 kips lateral resistance Shear key provides; 0.230 kips lateral resistance Calculate equivalent depth of key due to overburden; Bearing pressure (p) / soil weight; Equivalent depth of shear key; 4.442 feet [Maximum 161 Allowable passive pressure; 0.666 - ksf [at bottom of footing) Allowable passive pressure; 0.716 ksf [at bottom of key] Shear key depth; , 400 '. inches Shear key thickness;: inches d W: 6.:00` .• inches Load factor Mc 0.066 ft -kips Reinforcing in key; #4 bars at 36 inches olc AS 0.065 inllft Mo 1.74 ft -kips f 1 N 6 Wall framir Vertical re Vertical P Horizontal Vertical do Vertical #� Transverse (3) continue Cantilevered concrete retaining wall; 4 ft. retained height Notes: Allowable soil bearing capacity: 1.50 ksf Maximum imposed axial load: 1.20 kips/ft Equivalent Fluid pressure: 0.030 kcf Vehicle surcharge: 0.00 kips Material data: Concrete fc 2:500 ksi Steel Fy 60.00 ksi I BUTTE COUNTY AUG 2 0 2007 DEVELOPMENT 1 SERVICES g Refer to APPROVED PLANS for additional notes and information U �{ for this project rh ewa � a OWNER: !`�fiyCS�r.1 REVISION: BP#07_ L,0C3& _ P1N O NI A -DATE B LF 07 FILE COPY u,1 i .v.....,�i' OW 3LAMINC DIVISION APPROVED 401,1 u � I 1-0a 44-t-W�r`'t'Hq�C'y/J, �1t� T C18693 (P REN. 3 . OF Ct�4-�rO i 11 a z. Qy altgd i��2 - �#dg �uOISIA�21 r i VERTICAL SPACING .MEASURED ALONG THE FACE OF THE SLOPE VARIES BETWEEN 10' AND 20' TYPICAL FIBER ROLL INSTALLATION NOT TO SCALE - NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE. ° IF FIBER ROLLS ARE REMOVED, COLLECT AND DISPOSE OF SEDIMENT ACCUMULATION, AND FILL AND COMPACT HOLES, TRENCHES, DEPRESSIONS OR ANY OTHER GROUND DISTURBANCE TO BLEND WITH ADJACENT GROUND. INSPECTION AND MAINTENANCE . ° INSPECT BMP'S PRIOR TO FORECAST RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE RAINY SEASON, AND AT TWO-WEEK _ INTERVALS DURING THE NON -RAINY SEASON. o REPAIR OR REPLACE SPLIT, TORN, UNRAVELING, OR SLUMPING FIBER ROLLS. o IF THE FIBER ROLL IS USED AS A SEDIMENT CAPTURE DEVICE, OR AS AN EROSION CONTROL DEVICE TO MAINTAIN SHEET FLOWS, SEDIMENT THAT ACCUMULATES IN THE BMP MUST BE PERIODICALLY REMOVED IN ORDER TO MAINTAIN BMP EFFECTIVENESS. SEDIMENT SHOULD BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-HALF THE DESIGNATED SEDIMENT STORAGE DEPTH, USUALLY ONE-HALF THE DISTANCE BETWEEN THE TOP OF THE FIBER ROLL AND THE ADJACENT GROUND SURFACE. SEDIMENT REMOVED DURING MAINTENANCE MAY BE INCORPORATED INTO EARTHWORK ON THE SITE OF DISPOSED AT AN APPROPRIATE LOCATION. o IF FIBER ROLLS ARE USED FOR EROSION CONTROL', SUCH AS MINI CHECK DAM, SEDIMENT REMOVAL SHOULD NOT BE REQUIRED AS LONG AS THE SYSTEM CONINTUES TO CONTROL THE GRADE. SEDIMENT CONTROL BMPS WILL LIKELY BE REQUIRED IN CONJUNCTION WITH THIS TYPE OF APPLICATION. 3N - BUILDING PLAN APPROVAL Data. o ,Landscaping: �c � •_ ili+ L=90.00' E ---; TO COMMUNITY N N 5°15'26° W ;SYSTEM J, i •--� --------- ----- ---.----•____-�-•=-�1 WO GAL. r FIBER ASEPTIC TANK--�:---------: ,i -o'----- --1---------- ----- --------------------------_j--- i 1 i --- i ------ 1 1 I -------------------- �i COND. UNIT -i'----- ------ -------------------------- --------------- - `"' S (N) RESIDENCE W - ---------------------------------------------- - �M =" l LOT COVERAGE: �-' �" -5'--LL�--�-----------=------------------------------------- Cn LOT: IOA20 S.F. i;,, z RETAINING WALL RESIDENCE: 4,040 S.F. - i - - ----------------------------------------------- COVERAGE: 38.23% -4'----- -I -------- II'i 4' WALKWAY i i 4' CONC. SLAB - L- 0 4' WALKWAY -----� ----- 1---------9'_f.ONC _SLAfi-------� r------- - ------ ca -- 4' CONC. — DRIVE L=90.00' _ I S 5° 1526' E CASA SIERRA VISTA 0' 10' 20' 40' 40' 80' 100' SITE PLAN - LOT �O SCALE: I' = 20'-0" vmcr) � U0 U Date: 1/22/2005 Drarn: GC Job no.: 05-012 Sheet: kNS�D ARCy�r NV � HA{yk�yFc� * No. C 18693 REN lglF OF CAi-\F��� z QL LL LL ul�U C F V Z (f) UJ Lu QUA O Q %- O �.w (y w < Q __j w w M C) LO '< w zOLU Date: 1/22/2005 Drarn: GC Job no.: 05-012 Sheet: Other: Signal I : I I I I I i I I I I __ - - - -_ - I _____ __ � � I I I , ;,; 1:t-, I - ,_ . , '' - ___ . � �.. — I , . I I I ! "., ..;� "..i... � . I'll S�l , , � � , �, �. � , �. , 7 � iz, �- � v I -- 11.117'c""r ,*� �� , ,�� �..r,_ ���km; *T:� -�,� 4-- �%�7, . ,�, �,q.-?—, ,%� , "--- ;�,� �!V,* ,-.7. ��.,,, , __ , �� ,�,-, 4 .�. I ... I ,_,.t, ,'�,.; . 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