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HomeMy WebLinkAbout028-440-045TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance O ner Location Plan Approved for: Sewage Disposal --Iz:7 Water Supply: Publ Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Healt Specialist 8/96 E.M. use ONLY Plot Plan AttacMd Floor Plan Attached Sent to S.D. / AP# Private Well ..j>z 0 12, Irrl,- Dafe' i STRUCTURAL COMMENTS: i The Department of Development Services is currently open to the public from 8:00 am to 3:00 pm. If you wish to discuss these plan check comments, please call during our business hours or contact us by e-mail at the address below. Permit status can be tracked by logging on to http://wlww.buttecoun!y.net/dds`and clicking -Building Permits Status. N Mark Dornan Philo urit;�P.E. " Plans Examiner Pl. heck'Engineer 530.538:2875530538.2 1 304% ; mdornan@buttecounty.net ,h unt@buttecou tenet rRIN/xc + oH ME y ' ' GR NPI. M' C EU t'r` Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR I 7 County Center Drive Oroville, CA 95965 530.538.7601 Office 530.538.7785 Fax www.butte`county.net www.buttegeneralplan.net December 12, 2016 Henderson Joe 40 Coyote Moom Trail Oroville, Ca. 95914 Assessor Parcel Number: 028-440-045 Building Permit Number: B16-2610 Plan Check Description: Detached Garage Conversion to Off Occupancy Classification Construction Type: Stories: Fire Sprinklers: Building Total Area: Thank you for submitti comments are listed be expedite the re -check a project Data o1h,S with a licensed de renovation would 3. Project Data on Sheet#A V -B construction type. ®, DEVELOPMENt SERVICES i it documents have been reviewed and it. Complete and clear responses will revised plan sets with your response. �3 Title 24G,91:iforni5 Building Codes. The 2016 editions of the CBC are �mof�Sheet#A-OO This code is not applicable for permits and projects ;cenab S. 2016 and also conflicts with the 2013.Cal-Certs Energy Report 51 7 -erencing the intended use to be an R-1 occupancy. Please further evaluate I, the most suitable occupancy group classification for this proposed cy Group Classification. Ref: 2013 CBC Section 302. is referencing a Type V "Construction". Please clearly identify if Type V-A or 4. As a separate use B Occupancy classification, 2013 CBC 1 1-B-245 accessibility requirements are required. I.e.: Accessible parking, restroom accommodations etc. 5. As a B occupancy group and being a non -fire sprinkled structure a two hour fire separation is required between the existing residential dwelling and the B occupancy. Ref: 2013 .CBC. Table 508.4 6. Please' provide an occupant load factor and load calculation as required by 2013 CBC 1004.1 Occupant Load Factor is based on 2013 CBC Table 1004.1.2 m 7 8 1TYR 5TYR 13u F FE EXISTING FLOOR PLAN j COUNTY va^ = 1'0^ NOV 2 8 20 c SIEET NOTES: � 1. ALL EXISTING OUTUETSIUGHTSWTCHESIALARMS TO REMAIN UNLESS OTHERWISE NOTED ON PLAN. PROVIDE NEW OUTLETS SHOWN IN NEW OFFICE SPACES ' DEVEL011IMENT 2. REMOVE (E) LIGHT FIXTURES ON CEILING A14D REPLACE WITH NEW RECESSED CAN LIGHT FIXTURES. ALL OTHER LIGHT FIXTURESONTERIOR AND EXTERIOR) TO REMAIN UNLESS OTHERWISE NOTED ON PLAN SERVICES ' 3. REMOVE DUSTING OVERHEAD SECTIONAL DOOR AND MOTOR DEVICE FOR OPENING 4. REMOVE ALL EXISTING BUILT INS ALONG SOUTH WALL ��7(4l` L'/ 7 l n �//ll1 S. ALL DUSTING WINDOWS TO REMAIN 6. EXISTING WATER HEATER TO REMAIN. ENCLOSEWATER HEATER NTH2YA FRAMED INTERIORWALL FROM FLOOR TO CEILING WITH ACCESSDOOR. PROVIDE WALL VENTING THROUGH EXTERIOR SOUTH AND EASTWALL AS REOUIRED. .. . 7. ALL EXISTING UTILITIES LOCATED ON THE EXTERIOR OF THE EAST WALL TO REMAIN S. ALL EXISTING ROOF STRUCTURDBEAMSTO REMAIN UNLESS OTHERWISE NOTED ON FLAN 0, WHEN FRAMING IN EXISTING GARAGE DOORS, USE 2X4 FRAME CONSTRUCTION 10. WHEN TYING INTO DUSTING 2X6 FRAMING WITH NEW 2X4 FRAMING, CIT BACK EASTING DRYWALLAS REOUIRED AND NAIL AND SECURE THE NEW 2X4 TO THE OUSTING MS ACCORDINGLY. NEW FRAMING: PRESSURE TREATED 2X4 BOTTOM PLATEWTH TIE DOWNS BOLTED AND EPDXYED INTO THE CONCRETE. DOUELE 2X4 DOUG FIR TOP PLATE. 11. EXISTING ELECTRICAL SUB PANEL TO REMAIN. UPGRADE UNIT AS REQUIRED TO ACCOMMODATE NEW LIGHTING AND NEW RECEPTACLES GENERAL NOTES: 3. ALL ELECTRICAL WORK SHALL BE DONE IN COMPUANCE WITH ALL CURRENT CALIFORNIA BUILDING CODE. 4, RECESSED INCANDESCENT LIGHT FIXTURES IN INSULATED CEILINGS SHALL BE APPROVED AND LISTED FOR ZEROCLEARANCEINSULATION COVER PC)TYPE. 5. ALL ELECTRICAL BRANCH CIRCUITS THAT SUPPLY 125 VOLT. SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARGFAU.7 C]RCUTT INTERRUPTER(S). 6. DUSTING AND NEW RECEPTACLES ARE SHOWN IN ELECTRICAL PLAN. REFER TO LEGEND FOR OfFFERENTIATION. 7. LUMBER SHALL BE AS FOLLOWS(UNLESS OTHERWISE NOTED ON PLANS) ROOF, FLOOR. AND mLING JOISTS: DOUGLAS FIR NO. 2OR BETTER STUDS:DOUGLAS FIR STUD GRACE ALL WOOD IN CONTACT WITH CONCRETE: PRESSURE TREATED FIR MPCROLLAM, PARALLAM PROCUCTS SHALL BE GPI OR UP OR EOUAL AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS PLYWOOD SHEATHING STUDS SIB' OSB WITH RADIANT BARRIER WITH KCUPSAT UNSUPPORTED BUTT JOINTS STAGGER ROWS. NAIL WITH 8D AT 6' O.0 EDGES. IY O.C. FIELD SHEAR WALLS 1!2' OSB. NAR HEADS SHALL NOT PIERCE SEATH LAMINATION. PRESSURE TREATED LUMBER SHALL RECEIVE GALVANIZED OR STAINLESS STEEL FASTENERS. NAILS SHALL BE HOT GIPPED GALVANIZED 8. EXTERIOR WALL FRAMING SHALL BE FRAMED WITH 2X8 SIDS MIN. III' O.0 WITH DOID1.E TOP PLATE AND SINGLE PRESSURE TREATED BOTTOM PLATE. UNLESS OTHERWISE NOTED. TOP PLATE LAP SPLICE SHALL BE 48' MIN. LAP TOP PLATES AT CORNERS AND WALL INTERSECTIONS. PROMDE DOUBLE TRIMMERS AT ALL LOAD BEARING OPENINGS 4' -Or OR WIDER. NAL PER TABLE FASTEHNG SCHEDULE 2304.8.1 CBC 8. HOLES BORED IN JOISTS SHALL NOT BE WITHN 2 INCHES OF HE TOP OR BOTTOM OF THE JOIST AND SHALL NOT EXCEED ONE TH RD OF THE DEPTH OF HE JOIST 10. GYPSUM WALL BOARO(SMEETROCK) 518' SHEETROCX AT WALLS AND CEILINGS S'r TYPE XSHEETROCK AT ENCLOSED AREAS NAL SHEETROCK EDGES NTH 1 k DRITITE NAILS (8' O.0 WALLS. 7' O.0 CEILINGS). SCREW FIELD WITH SCREWS THAT PENETRATE MINUMUM YB' INTO WOOD (17 O.Q. PROVIDE ROUNDED CORNER BEAD AT ALL OUTSIDE CORNERS ELECTRICAL PLAN 1/4^ =7 NEW FLOOR PLAN 2 'EMAIN 10 TYP. FAi 2 rFN 713 BURNT RANCH WAY CHICO, CA 95973 310.430-8466 W WW. DESIGNSI. NET LEGEND OF STRUCTURE ABOVE -- LECTRICAL LINE LINE OF DEMO 0 (E) OUTLET 9 (N)OUTLET 7�WALL MOUNTED Y LIGHT FIXTURE A� CEILING MOUNTED TLIGHT FIXTURE. .+ OSE BIB (E) WALL MMMM(N)WALL ® (N)RECESSEDCAN LIGHT W U Z W _0 V/ J W �y F— V Z� Z O a) O O U F•— J ~ 0 J uWi W o�W �v0a Z W 2 oFAWNOTTTIf FLOOR/ELECTRICAL PLAN IXarrvxlh ZH, RM ewE a>E 10/5/16 steer r A-2.0 F II I o o vm-i a z J hd _o s C:N a Nii ' IS y Cl a I g LL 4 W O IT � m � W � �.i ¢ ae T 00 a' ¢ �•t a � � � � O o W o W � � �" QLL. � x "� �' � � g � ZJ b u C3 o o it o d as y R m g g W \ \ F F C- u O � n � Z \ \ CQ ! > W W m v O >w¢ / Z � W 0, co Waw ` o w a I \ z y O O \ \ w U C II \ a W Z Z f g a a i l a cr \` cc w !I a z w za J W z D 0 w•i > U ¢ k \ \ \ a a 1 `I I � ♦ s\` x = x wo \J \\ 12 z i \i Ln Ilk IVCo \ O as \ \1 �, ��R� � yy.. %moi+ 3 �3 � • ��\ tw a u'i ' �j3oGJ 00 O - 00 co S.�,x'•� . 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DI\/IS60N Ver '20 .:.'4'4 `e> 9ri `�, y�<' �._.n e y' -: �� �$. � . v, s� a �;s.. �i - F, � u�'« q 3tG .., ..Y?fi :3': E d,.°'' � `�.� a, ��_ •:� _ . $384.93 Fund 10 (Bldg Permits) Notice of Violation $0.00 Payment Date 05/13/2004 �, NSF (Non Sufficient Funds) $0.00 Permit Number 03-1851 ( AVA Court - -Receipt Number 405888 (- Copies/Document Sales $0.00 Check Number or.Cash. 1384 Witness Fees - $0.00 Parcel Number 028-440-045 ( Recorders Fees (N.O.C) .Applicant procopio SRA Fees (Fire)' �- $0.00 SMIP . $0.00_I Received From SUPERIOR POOL N SPA Water Tender Min #= $0-00 West Chico Fire Station - $0.00 Total Received 384k:9 � SHR Fees. (Sheriff) Total Fees To Collect 43 a {z ; $384` 93 CUA (Chico Urban Area) $0.00 r TUA (Therm. Urban Area) $0.00 I - Notes:. Oroville Area Traffic Thermalito Drainage- $O.50 NCSP Trails System I $0.00 NCSP Roads/Bridges $0.00 .- NCSP Storm Drainage $0.001 .I NCSP Fire Station $0.00 P r NCSP Parks — $0 00 IMPACT FEES • y � .'ci '.rYT= � ���� � � '. Y•.,{L;" '`Deueme�ntServlces� � r �.� •rte �.:�; � � �. > . ��'� , � ,.. � *� � , Ver. 2 lo0 Fi Butt_ rrv� ar sroru .�� Counter ( Fund 10 (Bldg Permits) $46.00 Person Tammie Notice of Violation. $0.00 Payment Date: 01/23/2004 ( NSF (Non Sufficient Funds) $0.00 Permit Number 03-1851 I AVA Court I Receipt Number 394477 ) : L Copies/Document Sales $0.00 Check Number or Cash 1245 " Witness Fees $0.00 Parcel Number 028-440-045- I Recorders Fees (N.O.C) $0.00 Applicant JERRY & BRIDGETTE PROCOPIO SRA Fees (Fire) $0.00 I, ':Received From BRIDGETT PROCOO SMIP $0.00 PII ; Water Tender Btln #[=. ' $0.00 West Chico Fire Station $0.00 ' Total Received SHR. Fees (Sheriff) k Urban Area). $0.00 Total Fees To Collect CUA Chico y � ( ) TUA (Therm. Urban Area) $0.00 Notes: Oroville Area Traffic Thermalito Drainage . $0.00J: ' :NCSP Trails System $0.00 _ NCSP Roads/Bridges` $0.00.1 V NCSP Storm Drainage $0 00 NCSP Fire Station $0.00 - - NCSP Parks $0.00 IMPACT -FEES BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #. (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO52623 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 10/24/2005 APN: 028-440-045-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 40 COYOTE MOON TR BAN Map Index: Date: Contractor: Description: POOL OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: PROCOPIO, JERRY & BRIDGETTE 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 State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or PO BOX 487 she is exempt therefrom and the basis for the alleged exemption. Any BANGOR, CA 95914-0487 violation of Section 7031.5 by any applicant for a permit subjects the (530)679-1088 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees .with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: PROCOPIO, JERRY &BRIDGETTE owner of property who builds or improves thereon, and who does such 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 improvements are sold within one year of completion, the owner -builder will have the burden of PO BOX 487 proving that he or she did not build or improve for the purpose of BANGOR, CA 95914-0487 sale.). (530)679-1088 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ I am Exempt under Article 3 of the Businessfessions Code )� a� 5 p Date: Own.. WORKERS' COMPENSATIOt 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 License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Policy #: Total Square Ft: 0 S. F. 7< I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall Ic�r[O forthwith comply with those provisions. Date: V Applicant:/ WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one / hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resoluf to do work in i ated a ve r which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Date: Name: B , PE EXPIRES ON: [/ 1,7 Address: Da ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly author iz ag t of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form o docurr nt of Butte County. I hereby authorize representatives of Butte County to ente a above mentioned property for inspection pur ses. Print Name: 2 �Q Signatur 4-0 Th A� \ Date: �y Q S ❑ Owner ❑ Contractor O Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 Ed BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONC OROVILLE: (530) 538-7636 • CHICO: (530) 891-2534 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION as Co I Fir\ Cit zz S Zj P�k►ora�` bi 10 6179-- E-mail E-mail CONTRACTOR Name �'� L>P/-D A 0 - Zj�K 48� Cit zz S Zj P�k►ora�` bi 10 Fax E-mail Lic. # Class l!e APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Type Const. Fax E-mail Book Page N�j State License Number l!e APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLIC,AIVT SIGNATURE X (AA For office use only: Zoning y L. o e Flood Zone I SRAYes Policy Number No Occ, Type Const. ubdivision Name_ wed 4 Map Book Page N�j Lot # Pia ,s -J Date Approved: OVER FOR SOBNMAL REQUIREMENTS PERMIT NO. BP 0S BIN # PROJECT LOCATION P opertgddress CD Ii700-k) '7-e,4 it y L. o e Cross Street/ WORKER'S COMP NSATION Policy Number Carrier 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 Description or Scope of Work: l.Jlw� tt.5 Sq FT- Living Garage Open Cov ❑ 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, anew 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*_ y Amount gr74• % Bldg SRA Receipt #: �'� Sheriff SMIP Other Date/.�-Z �..� , qS Total 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 AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (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. Building Permit Application Without Required Clearances Form ❑ 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). ❑ 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). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 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 KAFORMSOUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV B-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISICI 7 County Center Drive,*Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: CCDC ASSESSOR PARCEL NUMB5,R /) � t�U ` `t O- �J 1 J' Proposed Building Use: Permit Technicia : Date: Items required in order to Apply fdr a permit. All boxes MUST be checked OR marked NA in order to apply. / 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. -E;�_ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl O 5. Letter from Engineer or Architect for truss design review. 0 6. Energy compliance design and supporting documentation in duplicate. O 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. O 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` buildirigs ❑ 12. Hazardous Material Form Er" 13. Acknowledgement of building permit application without required clearances. O 14. Other Remaining items 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 0 Oroville, as applicable b 6 �� O16. Fire Sprinklers............................................................................................ O 17. Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ............................... :........... Erosion Control Plan Required ..................................................... ...... 20 Fees as shown on the attached Schedule of Fees Due Sheet..... �r�.,..... ❑ 1. City of Chico Plumbing permit........................................................................ 0 22. Site plan and business license approval from the City of Biggs .............................. 0 23. California Department of Forestry plan approval 0 paid. Sent by: ......... 4. Planning approval for (A) Use:✓()Parking: --(C) Parcel Check: :r.:< .... ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ T26. NPDES Form....................................................................I........................ ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... O 29. Worker's Compensation Carrier and Policy Number .......................................... C 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ , 33. Existing violations and/or expired permits....................:.................................... ❑ 34. Deed Restriction..........................................................::.............................. 0 35. ❑ Legal description, O M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: O 37. Other: When issued Telephone �(5 and hold for pickup. I have been inf rmed of the ab ve iteT -a d requirements for obtaining a building permit. 1 Applicant: 1. Date: 9 � ? D -S 1.. Index permit application kithe above items numbered: Plan Check Letter 2. Additional items required Contractor, design ner as advised of the above data by ❑ phone, 0 mail, counter, by Date: q'ilS Contractor, design r, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, O counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: -� Note transfer by: Date: Yellow: Building Division OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information 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. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [ ] NO [ ]. 2. I HAVE [ ] HAVE NOT [ J signed an application fora 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: IM,"01 ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 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 9--ja V ��S N 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. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION 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 permits 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. Contractors are required by law to be licensed and bonded by the State of California 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 Accidents. 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 contractor is to secure an "owner -builder" building permit, erroneously 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. 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. Sincerely, Scott Rutherford Chief Building Inspector NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Department of Michael Crump, Director PUID liC f B U t Works I}.ND DEVVELOPMEKT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement jLESS THAN 1 ACRE Project Description: Project Location andlor Parcel Number: B si Q below, I, the project ownerlowner's agent, certify that this project WII�L NOT DISTURB Y is 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit foil, the State of California Regional Water Quality Control Board. Phased pr phases that total mo e multiple site build -outs of less than one acre but when combined q 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: Butte County Department of -Development Se-rrrces °�vsrF° ° �� �U' �' • : o 7 County Center Drive Oroville, CA 95965 ° (530) 538-7601 Telephone P,.�' (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building pen -nit 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: ® I need to submit applications for septic and/or well to Butte County Environmental Health immediately. O 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 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 1 Q ZC.O L APN: o�� " Lis Building site address: `4 COVEo Rmo __,T�t L Permit No.: d�uc�v�t L.t'1 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: SIGNATU OF APPLICAN DATE J rry and Bridgette Procopio Pool Plan Coyote Moon Trail 200 9a `8S 6 22' 10 00 27' 110' . 220'. 148 Sq Ft Homeowners to install `County approved fencing per safety requirements 303. PL 4'. 679 ' PL Oroville Bangor Hwy 5e tic 5 stem Topography Note: Pool Location is flat, level site. No significant change to pool area. 317' PL Plot Detail Jerry and Bridgette Procopio 40 Coyote Moon Trail . Bangor, CA 530.679.1088 APN # 28.440.45 Draft By R. Blake Not to Scale 640 ' PL 200' PL I PLANNING DIVISION- BUILDING PLAN APPROVAL Use: Sar .J P. Date: I -!W r� � Parking:a._,s--- Lariascaping: r Other, Signature: Lam= COPY BUTTE COUNTY BUILDING DIVISION APPROVED j BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall. not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 02%��y0 _nLiE ZONING A - OWN o(?,Q 1. PHONEM)� — V OVINVI #S AD E S j, C� S9 f LOC N OF UILDING$-1., USE OF ILDING SIZE OF STRU URE ^,� %��/1/� '�jl) ' X to D ' = s�=-�l JVSQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME �` STEEL CONCRETE OTHER (Specify) TYPE OF�f� ,COST RO� COVERING �� D � FLO TYP ESTIMATED OF CONSTRUCTION $ 40.coo AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: I y�rA/ II q ffi�M `,,meq /` y� y �//� ,�/, FRONT SIDES REAR () AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date Signature of Owner Permit Ll F,ee$109.98 �r� Receipt No. 155' 93 White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date 6-M-66 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 _ TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL N #4 �` ZON G 0. f PHO E _ DS 'S AD SS W :AP '�&04 Dd CA 0/2? L?20N O UILDIN QQ LI US OF BUILT •— SIZE dJ STRUCTURE r-� f S, two l�D x SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME —X— STEEL CONCRETE OTHER (Specify) TYPEOF S DIN RO F COVER G FLO��TYP ESTIMATED COST QU CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT SIDES J -L= Jog REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date I . 1 Signature of Owner Permit r� Fee -$109..98. The above described AG Buil Receipt No. 4"r`W .! n / 1 - �0114 Manager B�ildino ivision By \_Lj White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant is exempt from a building permit. FLOOD I PAR P.D. F x V Date — ` BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE – OROVILLE, CALIFORNIA 95965 – TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT , PE�RMIT NO. C ©g-� Agricultural building is defined as follows: Agricultural building is a structure designed an/constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structur hall not be a place of human habitation or a place of employment where agricultural products are processed, treat d, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.ZONING j A 'C- L( N�pld p oc P1NE NO. Qo _z zo - s '-43S' KESS "Z 4 ©lo Sg / LOr'ATON OF BUILDING� ` USE C[BUILDING L - SIZE OF STRUCTURE Wtab ' XL4 pp ' = SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE SIDING SIDING RO�O�F E-1 )gRIN FLQs�IfTYP� ESTIMATEDCOST CONSTRUCTION zDoco $ . AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: TN5 fjrow+.�� d ��"'`�'2:0 /mow FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Permit Fe Receipt No. > 00/ 7 cot - White — DPW, Yellow — Assessor, Pink — B. I., G cu c 0 rn a %(*k eeverff- %St AV�VV'W F4tJiUc Fot 5te tu6' QuIvrw CA- 1�5603 )ale Huber tngineenng 111A New Mohawk Rd. P.O. Box 253 Nevada City, CA 95959 4Y-6, LT u Y -G t coy;, kne"ti ¢S S1 Pe✓ (,��G���� = Z� 5 6� �Xll 7o6 # 0-3-1 PD H IO -6-03 RFr1.r; OCT 2 1 [UU3 'Al"TA 6oCWTEB uwkms Secl (6 30. Z, t; i 3G - 6o Frc n, Tc,6 � (�C - Q Far zovie, 3> z =0.3 �( l 'sp C � = 0. 36 N4 po f R�� ItG blt � �� t �► �G z�� 3 rr0 bah Ta We I c- � S For Fl x wo 5heq r V= 715(0-36)( O -G) (4- .515- For ,SFor Affc/Lt/ ale Lo4 r l217 0196 1-61 Z. 3.1 V:-- Ill iJ t�Y V 0.(.t7(l PLAN REVIEW APPROVAL NOV O 3 2003 UNHART PETERSEN POWERS ASSOCIATES G_ (6Y(I( 0' H No. 7421 T # x 2-311-03 s rFOF"CANE �Q 01 ta' a M a c 0 ca a W U c L 1" CD �a) 0) oc z W Z Dove ) � Lj uvo # V'Wues A re-ov�r mx Tlkoe. 2A G�emak.fro(es.�r -Flet SGew 3ODFI� fk 5 T �- �s A Cc)) 5 -�t- C, 2 - ��� 0 Zw r 203.75) 7, s r 7l J Z LI C Z 4-i) - 5 7�c 2 " 20—� = o -7 5 G . 6 -7V576 l, 0 10 u sPcl Ztl 60dkee, r4ij PQ+ Vd zo-�w= 3.ZSt27S+7, 5� t 3.5 1 rV-A' r_ % C.' °/r -?-0: 0.37 -30.(357)+ 17(30)tZ069)= 2i 52 0. SLI G�3.7 (. G Sed Z" L.& (.04 A f -e4 = A�,-« G+DS-L. _ 00z)+30OQ4 09)(30)' = 1716 �f,�ppe// T�► ee.N tq � ff-- L14-(v'e-: 5ke4.,/ UJOIlS Ga lpGs VI P - IC V V5-i.Ctl Fol- 14// yC7IS / y�-40�5?h.i����7Q��a�.� a� 5 f,'Ay) VaIO -+if 29�z. X 911 0 Z) Oz Sn Z )9 L.1 (J- 40 - s -5P � 7(a 00?j ) vm+o �sd)� � =(zl•1 � � � 1 Z )-,air, zv� 112+2� P9 -j> �5syi 5" lkjw� la m r� 0 DOCL v CL -U ON M�' 0 c o c' zw o rof S er F", Lci r4t Loti�s To The. 14 qih �DF e Q7cW Cv,0115; A -s a�ss�n�rGl �► Thi I -o 2 ('m Lo e n -lm S A/y ri l 2-0,:-13 SS) Tracers--"- -Df-f-c,(/ G As catel Oaf 00 �'a�e 106g o -P E-059rheerrI'l p4v►� Sheet` 2/7 Poen' loo &.cwc". ( slew SG o y- T-Omr-r'-rK At TA e, Aoc� Pe-Vcf-lt -D Tk4�' �a5 Feeo A�7el--'- Te/ 51-7eef 2�'-7 CGI I e- � G&,t" 04, Sheet 5 Nay l� �, Ole �. 6 cc A¢ Foo e ( E�gcs) 1 F, cV) my . Csf-G����� ccs ! ,S7) Scc L, Wre j , Tru ss, 5 W US MA Sat 351 65A UL w ma W 0 4m h Vi HS QCIC? � � 9 �^ Pi SP EA� F-'r-AKSFFF- 'PE TA iL !,v /R/e � /oc ;AT S 3 o0� Ac, L S 50 @ z K a� It LIuco</7k I C C/ira X711 TO IU fie UseD FoR THE DMIZF 30" LE/,(C--TfF OF DC.C—I -\ r (dot @ GG to ZF3Y 9.oc K. H VEOTMR® No. 937 811 E Engineer's Computation Pad O� 4 N � s T 6 .I;Z3 o � N � � N W W VEOTMR® No. 937 811 E Engineer's Computation Pad O� 4 N � s T 6 IL DALE HUBER ENGINEERING I 111A NEW MOHAWK ROAD, P.O. BOX 253 NEVADA CITY, CA 95959 (530) 265-1967 October 6, 2003 Butte County Building Department County Center Drive Oroville, CA 95906 Re: Truss Engineering, Procopio Residence, Appl. No.: 03-1851 To whom it may concern: I have reviewed the roof truss engineering noted as, Procopio Residence, by Sierra Pre- Built Inc. Individual truss calculations dated 5/29/2003, stamped and signed by H. W. Danley, Civil Engineer No. 22769. The truss bearing points concur with my structural engineering. Three headers along the front of the house and supporting the front deck have been re-engineeered using reactions from the truss calculations, review the following engineering for header at the front of Breakfast and Den and the header over the Entrance. If you have any questions, please don't hesitate to call. PLAN REVIEW APPROVAL Nov 0 3 2003 UNNARIPEiERSEN POWERS ASSOCIATES �Qy�oFEss�a�\ Sincerely, D- H e�F � U 2 NA.,C047 21 3 J'JgT GNlk� Q��t Dale D. Huber F OF ,C A�QF� R.C.E. 47421 I . % 70 cz CL c 0 co W0 0 n cv) a) rn c 6i o c Z w Lid HegA, At FroH+ nrNG- BEAM PARAMETERS Fb = 1350 E = 1.6E+06 W = 5.5 D = 9.5 S REQ = 66.6 IN^3 S ACT = 82.7 INA 3 V HOR = 53.4 PSI DFLCTON= 0.252 IN DFLR = . 547 essct : �-Z, 61., GF �— G2 LOADING PARAMETERS L= 11.5 FT A= 6 FT B= 5.5 FT W 1 = 171 PLF W2 = 254 PLF P = 1399 # VL = 1762 # VR = 2061 # M MAX = 7491 FT# @ X = 6.000 FT DELTA = -91870 /EI Lyse 5- )(- I 0 pr— # I- . E cli w 0 rU co L 1_ a) cr rn .� o c' z (c ✓ M— Fy-oo �• DeGk e w • V M V U V �� BEAM PARAMETERS Fb = 1350 E = 1.6E+06 W = 5.5 D = 7.5 ry 55cc G S + G S REQ = 36.3 IN^3 VL = 1183 # S ACT = 51.6 INA 3 VR = 19304 V HOR = 66.3 PSI M MAX = = I. -7 c DFLCTON= //Y1J�Z�Z wz N V @ X = P=llg6 LOADING PARAMETERS L = 11.5 FT A= 9.5 FT B = 2 FT W 1 = 171 PLF W2 = 171 PLF P = 1146 # S REQ = 36.3 IN^3 VL = 1183 # S ACT = 51.6 INA 3 VR = 19304 V HOR = 66.3 PSI M MAX = 4089 FT# DFLCTON= 0.292 IN @ X = 6.916 FT DFLR = 473 DELTA= -52214 /EI c� Se 6 ��� CL W U U) M (D 0) .� O) z° w H P9 At Fv,v+ &C Srea%c as Frim TfusseS 615 F�= 1350 E r= L6 rc� L= to -S w( 5 5ACT - I Z ,Pv = too F, =0SCI.fS) _?F x(60 V= 5 Z S' DFLK = S69 F�-Gwt Try sscs G �� = 2202 F6= 13S-0 E IOC L= q.5 5REO-= NO �=S�S 5��r= Iz1 Pv G 99 V/ 9230 4 = G,1 9�I nrLR = 6 3c, ,o5, �X I 7 r -111 I Z . DALE HUBER ENGINEERING 11 IA NEW MOHAWK ROAD, P.O. BOX 253 NEVADA CITY, CA 95959 (530)265-1967 April 5, 2003 STRUCTURAL ENGINEERING Keith Everett 251 Auburn Ravine Rd, Suite 206 Auburn, CA 95603 Project: Procopio PLAN REVIEW APPROVAL Job #03-12 NOV 0 3 2003 UNNART PETERSEN POWERS ASSOCIATES DESIGN LOADS Roof Live Load = 20 psf snow load Dead Load = 16 psf with comp. shingles Floor Live Load= 40 psf Dead Load= 10 psf Walls: Exterior walls = l Opsf Soil Bearing Pressure = 1000psf Seismic Loads: V = 0.117W for plywood walls RECET17V AUG 12 ZUU3 w*+rwisPolNERS Wind Loads: P = 11 psf for 0 to 20' For Exposure B, 70 mph wind P = 13 psf for 20 to 30' HDR AT FRONT OF BREAKFAST, DEN AND DINING Span = loft Roof LL Roof. LL 20 psf Loading (30/2+8/2) 19 Roof DL 16 psf Floor DL Floor LL 0 psf Loading (0/2+0/2) 0 Floor DL 0 psf E = Wall DL 0 psf Loading 0 0 Fb = 1350 psi Fc perp: E = 1.6E+06 psi .85 psi B= 5.5 in S ACT D = 9.5 in 47.0 PSI Fc perp: 625 psi W TL= 684 plf , Fv= 85 psi W LL= 380 plf S REQ 76.0 IN^3 V= 3420 # S ACT 82.7 IN^3 BEARING A 5.47 sq in fv= 82.6 PSI Or Beam Width by..... 0:99 DFLCT( 0.245 IN Use -Single Trimmer DFLR = 490 With LL 882 USE 6X10 DF#1 TYP HDR AT DECK Span = 11.5 ft Roof LL 20 psf Roof DL 16 psf Floor LL 0 psf Floor DL 0 psf Wall DL 0 psf Fb = 1350 psi E = 1.6E+06 psi B= 5.5 in D = 7.5 in Fc perp: 625 psi Fv= .85 psi S REQ 37.0 IN^3 S ACT 51.61N^3 fv= 47.0 PSI DFLCT( 0.3211N DFLR = 431 With LL 775 Loading (10/2+2) 7. Loading (0/2+0) 0 Loading 0 0 W TL= 252 plf W LL= 140 plf V= 1449 # BEARING A 2.32 sq in Or Beam Width by..... 0.42 Use Single Trimmer USE 6X8 DF#1 HDR OVER ENTRY Span = 9.5 ft Roof LL 20 psf Loading (30/2+8/2) 19 Roof DL 16 psf Floor LL 0 psf Loading (0/2+0/2) 0 Floor DL 0 psf Wall DL 0 psf Loading 0 0 Fb = 1350 psi E = 1.6E+06 psi B= 5.5 in D = 9.6 in Fc perp: 625 psi W TL= 684 plf Fv= 85 psi W LL= 380 plf S REQ 68.6 IN"3 V= 3249 # S ACT 84.5 IN^3 BEARING A 5.20 sq in fv= 76.8 PSI Or Beam Width by..... 0.95 DFLCTC 0.193 IN -Use Single Trimmer DFLR = 590 With LL 1062 USE 6X10 DF#1 HDR AT BDR#3 CLOSET Span = 5.5 ft Roof LL 20 psf Loading (30/2+2/2) 16 Roof DL 16 psf Floor LL 0 psf. Loading (0/2+0) 0 Floor DI 0 psf Wall DL 0 psf Loading 0 0 Fb = 1107 psi E = 1.6E+06 psi B= 3.5 in D = 7.25 in Fc perp: 625 psi W TL= 576 plf Fv= 95 psi W LL=. 320 plf S REQ 23.6 IN^3 V= 1584 # S ACT 30.7 IN"3 BEARING A 2.53 sq in fv= 73.1 PSI Or Beam Width by..... 0.72 DFLCTC 0.067 IN Use Single Trimmer DFLR = 990 With LL 1781 USE 4X8 DF#2 HDR'S AT SIDES OF MSTR BDR Span = 6.5 ft Roof LL 20 psf Loading (19/2+2) Roof DL 16 psf Floor LL 0 psf Loading (0/2+0/2) Floor DL 0 psf Wall DL 0 psf Loading 0 Fb = 1107 psi E = 1.6E+06 psi B= 3.5 in D = 7.25 in Fc perp: 625 psi W TL= 414'plf Fv= 95 psi W LL= 230 plf S REQ 23.7 IN"3 V= 1346 # S ACT 30.7 IN^3 BEARING A 2.15 sq in fv= 64.8 PSI Or 'Beam Width by..... DFLCT( 0.094 IN Use Single Trimmer DFLR = 834 With LL 1502 USE 4X8 DF#2 HDR AT BACK WALLS OF FAMILY RM Span = 6.5 ft Roof LL 20 psf Loading (30/2+2) Roof DL 16 psf Floor LL 0 psf Loading (0/2+0) Floor Dl 0 psf Wall DL 0 psf Loading 0 Fb = 1308 psi E = 1.6E+06 psi B= 3.5 in D = 7.25 in Fc perp: 625 psi W TL= 612 plf Fv= 95 psi W LL= 340 plf S REQ 29.7 IN^3 V= 1989 # S ACT 30.7 IN^3 BEARING A 3.18 sq in fv= 95.7 PSI Or Beam Width by..... DFLCT( 0.138 IN Use Single Trimmer DFLR = 564 With LL 1016 USE 4X8 DF#2 11.5 0 X 0.62 17 X 0 0.91 HDR TO LEFT OF UTILITY RM Span = 8 ft Roof LL 20 psf Roof DL 16 psf Floor LL 0 psf Floor DL 0 psf Wall DL 0 psf Fb = 1308 psi E = 1.6E+06 psi B= 3.5 in D = 7.25 in Fc perp- 625 psi Fv= 95 psi S REQ 26.4 IN^3 S ACT 30.7 IN^3 fv= 72.3 PSI DFLCTC 0.187 IN DFLR = 515 With LL 926 Loading (16/2+2) Loading (0/2+0/2) Loading x 10 0 0 W TL= 360 pif W LL= 200 plf V= 1440 # BEARING A 2.30 sq in Or Beam Width by..... 0.66 Use Single Trimmer USE 4X8 DF#2 GARAGE DOOR HDR Span = 16.5 ft Roof LL 20 psf Loading (2/2+2) 3 Roof DL 16 psf Floor LL 0 psf Loading (0/2+0) 0 Floor DL 0 psf Wall DL 10 psf Loading 10 10 Fb = 1265 psi E = 1.6E+06 psi B= 3.5 in D = 11.25 in Fc perp: 625 psi W TL= 208 plf Fv= 95 psi W LL= 60 plf S REQ 67.1 IN"3 V= 1716 #' S ACT 73.8 '1"hA3 BEARING A, 2.75 sq in fv= 57.9 P§I Or Beam Width by..... 0.78 DFLCTC 0.522 IN Use Single Trimmer DFLR = 379 With LL 1315 USE 4X12 DF#1 Q0131 =/\ O0O-A, -400,9 -.A 9n1 �-r L L) a (z 9-151 ) L I t -Q zA 01 h h -(off+�I��Z�Z/b� 01=s11h('1 �zI0Z=(Z+s(1-7+0091 baa 1=(hZ4'3).(:0,2>6) �► =511"M a� o9sZ. = 0+91)0)9) _ :}O°-1 m Val b �950o 9bSi '0 -;:A U2�- ,=(hZ�(h)(z/t,)ol 9011=(7+hZxZ+hZ)91 -V W I F— d � C7i Q p q � cn cn Yil 339 TYi Tri m m 1i --q --i .o cn co sF ut w LL! uiu L = Z (nNW C.oo r R! cqNn ctNN Cl �RT Area F 170CG WGlls= to (9&Y-Z)C&+(9) 23P . V=0,I17(lg31G)= 1G71 CC- CG G 16(6+ZX 39+Z) = 51 zo V=6ca#. V=G.117 ( 5(ZG) = S� Zo, = I(�sf Izc_3,,, = 13e4 For 70py 4)ErfB) gf'14W ��avt TG 600(C Acer, A= W= Ilgsf ( IG -4/2)_ .1 Z6. If WAVE = IZGQlf Ye G wAv<� = 1165f ( 5. S) _ (a 0 AY-ec C ' (.cJb.ve=1(6sf(I K -'/2) = 10 � Le G U. -)Ave = I lrp 19 - 9/r-) _ 16 0 AY-er f c vAvc = I(Fs f -7-'/z) _ 13$ e I Side IW Area e A,E = I Ie 4 C(K. 5-7/7-) = 110 AYe4 G UJAle =I(r5f«)= P�/ WAVE -;E 6Go� (f W,J v�- f 6Gp� WAv5 If k WAvr K P I O/ 0 V . w;14 of = I z G (Iz Kl--, ) = 151 Z. 5e�1 v"« - �z. C laOO)- L7 5-0. �2= J;,,(=- cz6 (z(12)+60(O�z)- 1-7 5'Z_ 7e'SYtlCc = YZ ( Ig0C+3CC) = (z00 �c=6 (�2l Y6v3: <I,�) Seis;m T c ='/1 C3004-600)= q5-0 W avid- toq('(z)a- 160 (3S/Z)3Z 16 %(Cf D+6-) = �z (600 -r 30Go + 6G0) = Z (OO is=W e,d=160C3s/Z)+139,()9/Z)= I-f(I Seg fr"ic - '(z( P4EfF+G-) = %a ( 3000 4-1 aoO t- L 700 � 600) 3 5 5 0 6�ti.���,�{= 1319�z)e. X3(1 SC0h,k. %Y�CE+F)= IzC19iGGfi l7oG)=17 SG VQ.Cif '/4(A+9)=11Z1100�,3CG)= (zoo Vo eism,c, _ `17-(A+``/s�I�00t300) tZOO �/G ' SPi f ►'►'1 i G !�� C i�G) IAC 3 GG +60C, - Lf SG Vd : ScqjfYwic f +F) . ='lZ (30CC/4- 19,cc'+ (7 00) = 3 Z 50 ve • 1�.1���= ItoC2P 5eOpPl c = Vz F)' `lz ( t700)= 0 57 _ I& (600+3000 t (SOO) 0G V7 =7GG WIr7ol Vu = 3 zGo wbid V6 =1750 5�,s�,� \4 = l 200 5at-5 vm ec V6 = 1ZG0 SeisbY��L = �SGSe�sv�i G Vd=3Z5o_#Seisn��c V�= 0.Jil7G( �/.� = 33005 c �5m(c' r -3,75+3, 5 I (zC� - Z 00 C - %(t ScX = t O (!? C) co IiS ILI i.,` W w LU ....—.-- 68 (11) CP G 00- SkeGY A+ VZ r CV c!CV C: c ca c -74-,9, _ ` S-; 77 w L l f 7 k c o f, (� U [�t G(r� o Vt f Fe 9 t 4 i red el: q� kCGo'r Q-�. V (lr= 700 �j�eay , � -(ctai .P&ww Pequrred Skew' A+ ULt ll 3200 I 1= 114 f `( f- t z , 5 - ----� TKEr - 13-7(9)—%3C( 5). cN.3� qOol5a = 70,7r (f �Z3 � 2ql Ll N 1215 17, T7esi�ti DrGc. Truss For l2 5G Tem5eovi At goltowi K�orW A&,oF -70 old 5Aecr (ru�,sTrr PovTo F,-#Gp-i 611 G 41+ I Z . S f= 16.5` �,t„G( j R = 137 CS) - t/3G5r,kiOz, I U LW Leo 4- L000l- too WdW Y, A+ v6 (U`-; 17 5-l 5 G 1 f 1y, 6+ q f- I z 1 —�-- w/ Lc2kt- 5 kea,r No Ho(d Doum,5 Rewx ired 5 ll,' -Q t,( r S kcoY, A+ Va Ott- t ZC>O(—T tT )" f S�eoV- i4r, qC/�W Powers geq(4rsreril Skear At V e OTS.H SGC L_ , _ (Cl '— - ltJ� L )kCG►/ Nu Hold VowmS ReG.uiVC. o/ k e�a r A+- V (U-= 3 2 so= 2'Lit I- (� (T.--Z-ST-Z, -75— t -T 5- ). 9OPt�(CN = C6Q.�G/z)+ 1-7 Z`{ 666 tecf+-y Forces 3250/5C( 6o.(� tc It S9 V -7"17- 66Z q33 3S � 2 3.25 171 .7 5- '4 -- - , 5 qZI ((51157 7, �j+a te o�u�ol C,&m s $,ru CA, .O Prov dxs 4 de � u $fe DT3L Trig T'I�fe Sy(�Ge <1 I U 13 fNvc f SG S keaY, lei- UP �l= 3 3O0 300 1 E' 2 +- w 30 0 (R ) = Z 16 0 0 ZZGG SZ� q56 3� 7' 7 2 7 0 -7 - N Tor 5T622y w/29i-16ot S;v,((r,s To '(C,fc To Ef 792 TAI(ow= f Nail Properties HX Unless noted otherwise all nails are to be common nails. 16d nails are always assumed to be 16d sinkers. The following nail properties are required: General framing notes: 1) At gable end walls extend shear wall type and nailing to roof sheathing. 2) At California framed areas, full roof sheathing is required at the lower roof 3) Double studs used at hold downs should be nailed together with 16d at 6" oc 4) All framing is to be Doug Fir Larch SHEAR WALL SCHEDULE 1� Diameter Wire Gage Length 6d Common 0.113" 11 1/2 2" 8d Box 0.113 11 1/2 21/211 80 Common 0.131 " 101/4 21/211 10d Common 0.148" 9 3" 16d Sinker 0.148" 9 3 1/4" General framing notes: 1) At gable end walls extend shear wall type and nailing to roof sheathing. 2) At California framed areas, full roof sheathing is required at the lower roof 3) Double studs used at hold downs should be nailed together with 16d at 6" oc 4) All framing is to be Doug Fir Larch SHEAR WALL SCHEDULE 1� AT ALL EXTERIOR WALLS AND WHERE NOTED 3/8" CDX or OSB or 5/8" T-1-11 with 8d box or 6d common nails, .6" oc at' panel edges, 12 oc field. Studs at 16 oc max. (v=200plf) 2 3/8" CDX or OSB or 5/8" T-1-11 with -8d box or 6d common nails, 4" oc at panel edges, 12 oc field. Studs at 16 oc max. (v=300plf) 3, 3/8" CDX or OSB or 5/8" T-1-11 with 8d box or 6d common nails, 3" oc at panel edges, 12 oc field. Studs at 16 oc max. (v=350plf) 4� 3/8" CDX or OSB or 5/8" T-1-11 with 8d box or 6d common nails, 3" oc at panel edges, 12 oc field. Use 3 by or 4by studs at panel edges. Use 2by mud sill. Studs at 16"oc max. (v=390pif) 5� 3/8" CDX or OSB or 5/8" T-1-11 with 8d box or 6d common nails, 2" oc at panel edges, 12 oc field. Use 3 by or 4by studs at panel edges and for mud sill. Studs at 16"oc max. (v=510pif) 6� 1/2" CDX or OSB with 10d galvanized box or common nails 3" oc at panel edges, 12 oc field. Stagger 3 oc nailing. Use 3 by or 4by studs at panel edges and for mud sill. Studs at 16"oc max. (v=600plf) (Galvanized nails shall be hot -dipped or tumbled) 7D 3/8" CDX or OSB both sides of the wall with 8d box or 6d common nails, 3 oc at panel edges, 12 oc field. Use 3 by or 4by studs at panel edges. Use 3by or 4by mud sill. Studs at 16"oc max.. (v=780plf) HOLD DOWNS 1� Simpson LSTHD8 or LSTHD8RJ (for rim joist application) with 24-16d sinkers into a DBL stud, edge nail shear to both studs. At foundation use 8" concrete embedment with #4 rebar above the embedded portion. (T=1825#) �2 Simpson STHD10 or STHD10RJ (for rim joist application) with 28-16d sinkers into a DBL stud, edge nail shear to both studs. At foundation use 10" concrete embedment with #4 rebar above the embedded portion. (T=2610# with 6" stem wall, T=2990# with 8" stem wall) O Simpson PHD2 with 10-SDS1/4"x3" wood screws into a DBL or 4by stud, edge nail shear to both studs. At foundation use"Simpson SSTB16 (or SSTBL16 for 3" mud sill) anchor bolt with 12" concrete embedment with single pour foundation. If required, use connector nut and continuous allthread to connect anchor bolt to hold down. (T=3610#) 4� Simpson PHD5 with 14-SDS1/4"x3" wood screws into a DBL or 4by stud, edge nail shear to both studs. At foundation use Simpson SSTB20 (or SSTBL20 for 3" mud sill) anchor bolt with 16" concrete embedment with single pour foundation. If required, use connector nut and continuous alithread to connect anchor bolt to hold down. (T=4685#) Simpson PHD8 with 24-SDS1/4"x3" wood screws into a DBL or 4by stud, edge nail shear to both studs. At foundation use Simpson SSTB28 (or SSTBL28 for 3" mud sill) anchor bolt with 24" concrete embedment with single pour foundation, deepen footing to provide 3" concrete cover. If required, use connector nut and continuous allthread to connect anchor bolt to hold down. (T=6730# ) © To clear span floor use Simpson MSTC28 with 16 - 16d sinkers. Use 8 - 16d nails to DBL or 4 by stud above floor, below floor use 8 - 16d sinkers to DBL or 4 by stud, or header. See detail from Simpson Catalog. 16" clear span (T=1225# with sinkers) To clear span floor use Simpson MSTC40 with 36 -16d sinkers. Use18 - 16d nails to DBL or 4 by stud above floor, below floor use 18 - 16d sinkers to DBL or 4 by stud, or header. See detail from Simpson Catalog. 16" clear span (T=2455# with sinkers) OTo clear span floor use Simpson MSTC52 with 48 - 16d sinkers. Use 24 - 16d nails to DBL or 4 by stud above floor, below floor use 24 - 16d sinkers to DBL or 4 by stud. See detail from Simpson Catalog. 16" clear span (T=3680# with sinkers) 61 u> in co F- F- F www www 0w M. 0 UI) aN CV SNDA TfANWEP FETA I L TRus5 oR EXTP-P'0 5f4eAg FRAME WALL TO ROOF 1. S14SAT 14e14G 14T, \/a ; (= 2-00 VZ: 9= qZ V3 _ �2 V, (T IqY V6 Ve Z-0,9 /f 5 c Allowable loads for wind or seismic duration: 3A z =.157# for 16d sinker z = 130# for 16d sinker toenail Z = 980# for 1/2" x 10" A$ Simpson: A35; F1. -= 450# w/ 12-8d x 1 1/2" LTP4, F = 645# w/ 12-8d x 1 1/2" A3 5F, H =4404 w/ 12-8d x 1 1/2" Hl, F1 = 485# w/ 6-8d x 1 1/2" ode 6 G� Lai PSA G rLA7 213Y Piz i"r�c4 s5 L Sle R I IA eDARD w/ — !G�@ " t o A � (v11GoLD ToINT AT 5LA13,uss `fes" Iq"A 3) 5 H EA R MAY 131= FLACEP ON EITHER 51 PE or" -FHE l/JA L L Us , ry� 137 137 p[ -C 137 Allowable loads for wind or seismic duration: z = 157# for 16d sinker z = 130# for 16d sinker toenail z = 980# for 1/2" x 10" AB Simpson: A35, F1 = 450# w/ 12-8d x 1 1/2" LTP4, F = 645# w/ 12-8d x 1 1/2" A3 5F H = 440# w/ 12-8d x 1 1/2" H1, Fl = 485# w/ 6-8d x 1 1/2" v � N N [�hF W W W W W W U1in0 15®o , N Pvv Nse.N C4 C4 5HEAR TKAP.5 D��AQTKAP.5 D��AfL _RL06KS q,1 c-. EA. TK (1 5S 6R RAFTER 0 \/a Vt - f ir- Co 7,y IC 2.gYI Allowable loads for wind or seismic duration: z = 157# for 16d sinker z = 130'# for 16d sinker toenail z = 980# for 1/2" x 10" AB Simpson: A35, F1 = 450# w/ 12-8d x 1 1/2" LTP4, F = 645# w/ 12-8d x 11/2" A35F, H = 440# w/ 12-8d x 1 1/2" H1, F1 = 485# w/ 6-8d x 1 1/2" SITE PLAN REVIEW APPLICATION Date: _ `Z`7 ." AP# « f -A / D3 -►8S I 02e -- L� 9 O - C� L-) S Permit Number (if applicable) 3 7, HO AC, APPLICANT INFORMATION Parcel Size: g� -6—" Owners Name: Owners Address Telephone No.: Situs Address: Proposed Use: 1`11"-0 , J EIZn-1 ---3-D-33d-3�8-7 C'O�yeTg MCqUfJ 1 2�7L 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 I� �1 t>&6 -T ^e ,'�iSgIW ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ® Septic Well Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): 3© ) sibs DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved N Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By42 Date Page 1 of 5 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) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: 1 O 2 5D Index Date: Ll '-20 -- 0'0 ❑ Sacramento River Reclamation District (Approval must be obtained from the California 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: 9Lt>G- _ ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments. into SRA setbacks. Zoning Code Streets & Highways Fire Prevention Front Side Side Street Rear S� 2 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments. into SRA setbacks. Applicable Development Fees: Standard Fees Amount ❑ 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) Formula * 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 11 Deeds: Date of Creation: I—) C) _9 Deed of Reference: G' o — D) 1 Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: RO s 19 Parcel Deemed to be legal Legal Access Provided: ❑ No ® Yes Legal Access Required ❑ No ❑ Yes 0 No ❑ Yes, Road Name: /N8 y❑ Yes ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate 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 Page 3 of 5 ❑ Subdivision Map/Parcel Map: le. Map Date of Recording: Lot: Book: Page: ❑ 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 road maintenance, and stop sign maintenance. Page 4 of 5 0 u 0 0 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. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 028-440-045 03=1851 ' -1 COUN' PROCOPIO, JERRY 7 COYOTE MOON TRAIL, BANGOR NEW SINGLE FAMILY 2/96) y'OR PAAGe. KJYBEi _ _ _ _ I y, rn+rcroas ►iwe rA.csous www ADDaEss J U L 1 4 2003 �OPMENT SERVICES - BUI DING DIVISION a 45965 • Telephone (53 538-754�a _ ?,r,, �R NO SND PERMii � V -5--L 1 BUILDING PERMIT SQ. FT. BUILDING VALUAT)ON -► sTsuicrrox ta+De� Fire lace 1 t >en -s U&JLM w Total Valuation S KaEm OR Dcnam ucEtse ►<o Firma Fee Permit Fee S r7to. DO ,area ba Dmolm3m W&JUM ADDRESS 1*1 Plan Checking Fee & 0 DID ADDiiESS Energy Plan Checking Fee - S • PERMIT FEE t te"""a PA -EL MAP PLUMBINGPERMIT Filing Fee 20.00 Each Tr- -- - ---- --•7.00 USEOFSTRUCTURE .0I( Duplex ❑ m bilehome ❑• Other sPa�Y Solar or heat pump water heater 23.00 Water Piping 15.00 -fib Each mas water heater or vent 15.D0 �dv TYPE OF WORK ew\4-.Addfon ❑ Remodel ❑ 1.1Dii5es ❑ kjs� D Other ❑ eserbe Work: 2 Gas piping qmlani t - 5 outlets I 15.00 MOD sukrmg sewer 15.D0 Mobile Home I S [df W @2D.00 PERMIT FEE s ELECTRICAL PERMIT Filing Fee 2 0. 0 Main Service OOR � Mair Service zoos To mooA I 23.00 .23 . 46.00 utir coist: OWE" a o M ADM a ACG attls 3.54:1 .act. �ttm�' �bC�►id � � Q�I� SRS � 3(0o.013 O J0hex' # 6�r►��Ttceii(ed R Ntti�co" a Occup. ( ovnzr oR FDCiIAm ROW Ex. Oceum ( m AFS m o� Temporary Service 1 23.00 Moble Home Facilities 4::210.00 Mise. Wvino 23.D0 PERMIT FEE I S V MECHANICAL PERMIT I Filing roe 1 20.00 6.50 PERMIT FES I S ' Ito J U Noble Home Installation Fee Is Energy inspection Fee S TOTAL FEES S -Z• I D. FEES I imp T FLOOD A =F I PAACB. PDI toI SS' This permit is hereby issued under the applicable provisions of the Butle County Code and/or Resolutions to do work indicated above for which tees have been paid. By Date' P;:DUIT PYOiDcc nu T17^ L M `o .,- AP NO.: 028-440-045 DATES: 06/23/03 1 COun-y fffutteBrid Department of Development Services Building Division go 7 County Center Drive Oroville, CA 96965 (530) 538-7541 OWNER: MAIL ADDRESS: Jer Proco io Phone: 530 330-3587 et Phone: P.O. Box 487 Phone: Bangor CA r 95914- Email• CONTRACTOR Owner Phone: Phone: CA I IEmall,' ARCHITECT OR ENGINEERLic Phone: No.: PERMIT NUMBER: 03-1851 Email: SITE ADDRESS: Coyote Moon Trail I Phone: APPLICATION AND PERMIT Bangor CA Email: ZONING A-5 LOT BLK I MAP I BKPG Flood: X, 1025D BLM 96.01127 01-10.96 . SRA Yes ACRES 7.89 SNOW LOAD OTHER:: USE ®F o plx o H Other: TYPE OF WORK New M Addn ❑ Rmdl ❑ Utlts ❑ Instln ❑ Other DESCRIPTION NSF 3 bedroom LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penality of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class License No. OWNER-BUILDER DECLARATION I hereby affirm under penality of perjury that I am exempt from the Contractor's State License Law for the following reason: ❑ 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. �, Business and Professions Code for this reason: Reason: WORKERS' COMPENSATION DECLARATION I hereby affirm under penaty of perjury one of the following declarations: ° I have and will maintain a certificate of consent to self-insure for workers' compensation, as provided for by Section 3700 of the Labor Code for the performance of the work for which this permit is issued. ° I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: This section need not be completed if the permit is for one hundred dollars $100 or less). ❑ 1 certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the worker's compensation provisions of Section 3700 of the Labor Code I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY ❑ 1 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. Lender's Name: Lender's Address: I certify that I have read this application and state that the above information is correct. 1 agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Signature of Applicant Date ° _Owner ° #Contractor ° jAgent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. PERMIT EXPIRES ON: Date Date Page 1 of 2 to 00 +6 O AP 'L: 028-040-045 1 DATES: 06/23103 OWNER: Procopio - Phone: (530) 330-3587 sITE Coyote Moon Trail Bangor ADDRESS: CA VALUATION CODE SO FT S/SQ FT VALUATION ELECTRICAL PERMIT' R - 2270 $54.00 $ 122 580.00 Filing 1 $ 20.00 1 $ 20.00 - U 576 $18.00 $ 10 368.00 Main Service Cov 324 $13.00 $ 4,212.00 600V or less/200A or less 1 $ 23.00 1 $ 23.00 $ 200+A to 1000A $ 46.00 1 $ $ New Construction or Additions Roofing x 0 s .ft 0 $ 80.00 $ DwellingOccupied 8 AccessaryBldgs 2846 $ 0.035 $ 99.61 Fireplace A/0 1 M 1 $ 1,500.00 New Construction Non -Residential TOTAL VALUATION $ 138,660.00 Mull -Outlet Branch Circuits $ 7.50 1 $ PERMIT FEES CITY FEES Power Apparatus & Single Outlet Circuits Is Filing 1 $ 20.00 $ 20.00 Existing Occupied Permit Fee 1 $ 776.00 Outlet or Fixtures 1-20 $ 1.00 $ Permit Fees Mobile Homes Q 112 Fee $ Outlet or Fixtures 20+ $ 0.50 $ Plan Check Q 65% Permit Fee 1 $ 504.40 Fixed Appliances or Outlets (Res) ea. $ 5.00 S Plan Check Minimum/Mobile Home State Approved Plan $ 23.00 $ Temporary Service $ 23.00 $ Revised Plan Check $ 46.00 $ Moble Home Facilities - $ 20.00 S Energy Plan CheckHR,s,md omercial: 4000+: 0 - $ Miscellaneous Wiring$ 23.00 S entiai: 1 To Master. - 1 $ 23.00 Pre -Inspection $ 23.00 $ Energy Inspection Fee 1 $ 46.00 $ 46.00 Pool Electric $ 30.00 $ Mobile Home Installation Inspection $ 100.00 1 $ - $ $ $ $ $ TOTAL PERMIT FEES $ 1,369.40 TOTAL ELECTRICAL PERMIT FEES $ "^ 142.61 PLUMBING PERMIT MECHANICAL PERMIT ' Filing 1 $ 20.00 $ 20.00 Filing 1 $ 20.00 $ 20.00 Each Trap 9 $ 7.00 $ 63.00 Heating U to and inctudin 100,000 BTU $ 15.00 $ Solar or heat pump water heater $ 23.00 $ Greater than 100,000 BTU t $ 20.00 $ 20.00 Water piping t $ 15.00 $ 15.00 Cooling U to 3 HP and 100 000 BTU $ 15.00 $ Each gas water heater or vent 1 $ 15.00 $ 15.00 3+ to 15 HP and Over 100,000 BTU 1 $ 25.00 $ 25.00 Gas piping system 1.5 Owlets 1 5+ Oulels 1 1 $15/$3 $ 15.00 1 Eva orative Cooler $ 15.00 $ Building Sewer 1 $ 15.00 $ 15.00 Extend Ducts in Additions $ 15.00 $ Mobile Home Utilities Sewer. I I Water. IGas: 0 $ 20.00 $ Hoods 1 $ 6.50 $ 6.50 $ 15.00 $ - Ventilation $ 4.50 $ $ Gas Fireplace $ 15.00 1 $ TOTAL PLUMBING PERMIT FEES $ 143.00 $ IMPACT FEES MECHANICAL PERMIT FEES $ . 71.50 SHERIFF TOTAL BUILDING PERMIT FEES $ 1,726.51 Residential Per SF Living Unit 11$ 360.00 1 $ 360.00 TOTAL OF ALL FEES $ 2,175.51 Multiple Per Living Unitl Is 252.00 $ MINIMUM PAYMENT OF FEES Commercial Per Sq. Ft. 1 $ 0.03 $ Filing Fees S 80.00 STATE RESPONSIBILITY AREA SRA Per Structure 11$ 89.00 1 $ 89.00 Plan Check Fees $ 527.40 DRAINAGE SRA FEES $ 89.00 Therrnalito Residential Per Living Unit I $ 510.00 1 $ Other Fees: Commercial Per Ordinance 33041 1 Is MINIMUM PAYMENT OF FEES $ 696.40 STREET IMPROVEMENTS Chico Urban Area Residential Per Each Single Living Unit Per Each Mit le Living Unit Service Structures Per Sq. Ft. Commercial Medical Structures Per Sq. Ft. Industrial Structures Per Sq. Ft. $ $ $ $ $ 1,982.00 1,370.00 10.19 2.22 1.02 $ - S $ $ $ PAYMENT INFORMATION Date: Slalf Racei t # 782177 Cash I Ch..k#1 I Check $: 2180.5 FEES PAIDI 2,180.50 BALANCE OWED $ (4.99) Residential Per Each Single Livinq Unit $ 595.00 $ Date: Staff: Receipt # Cash Per Each Mltple Living Unit $ 355.00 $ I Che&#1 Check $: Thermallto Urban Area Commercial Per Acre Developed $ 23,849.59 $ FEES PAID 0.00 Office Per Acre $ 11,924.80 $ BALANCE OWED $ Industrial Light Per Acre $ - 5962.40 S Date: ' Staff: Receipt # I I Cash Heavy Per Acre $ 11192.48 1 $ I Check#1 Check $: WATER TENDER Per Parcel $ 200.00 1 $ FEES PAIDI 0.00 RECREATION DISTRICTS - Proof of Payment Only BALANCE OWED $ - Chico Area Residential Per Living Unitl 1 $ 1,189.00 Date: - Staff: Receipt # I Cash Durham Residential Per Sq. Ft. I $ 1.04 ❑ Check#1 Check $: ❑ FEES PAIDI 0.00 NORTH CHICO SPECIFIC PLAN BALANCE OWED $ (4.99) Residential SR -1: 1 SR -3: SR-1/PD: 1 1 $ 3,315.00 1 $ Occupancy: P y Construction: ISSUED Per Dwelling R1: R2: R3: 0 $ Industrial/ Commercial Industrial SF Commerical SF Office SF School _ _ 0 $ HAZ FEES IMP FLD CDF PRC PD THSCHOOL DISTRICTS - Proof of Pa ment Only - Op:OO O Oroville Union High School - 092 TOTAL IMPACT FEES Collected by Development Services $ ❑ - 449.00 Note:: - rage 2 012 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, D UPLEXAAD MISCELLANEOUS ONZ Y 0%,vner.. Building Permit Number: Plans Examiner- A. P. Number: GENEPLAL: t. Zoning requirements - (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. 4. Existing iolations on the property. 5. Recorded notice of violation. 6. Building permit valuation. PLOT PL.k.N*: 1. Complete parcel size and dimensions. 2 Setbacks. side .yard. casements. etc. 3. Other buildings or structures. 4. Grading. fills and/or drainage. - *Flood, hAzard:-*-- 6 Special conditions on Parcel Map: ,,;Oise 0 S?,A 0 Fire Sprinklers ❑ Water Tender 0 Traffic and Drainage fees [I 7 Federal Aid ROUM and/or Federal Aid Secondary Route setback requirement S. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA.N: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3� 2. 10*,-'* of natural light and 5% of ventilation (Uniform Building Code Section 1203). 3. Escape or rescue windows shall have a minimum net clew operable area of 5.7 square feet The mwmtmn net clear openable height dimension shall be 24". The minimum net clear operable width dimension dM W 20'. When uindou s are provided as a means of escape or rescue, they shall have a finished sill height not mote than 44" above the flcor (Uniform Building Code section 310.4). 4 Skylights (Uniform Building Code section 2409 &. 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens halls. bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest Rroiection from the ceiling (Uniform Building Code =don 310.6.1� 7 All habitable too= except kitchens shall have an area of not less than 70 square f=t and not less than 7 Eva in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 3 dCl in baths. garage. kitchen, wit bar. and exterior receptacles (NEC 210). 9 Water heaters %% hich depend on the combustion of fuel shall not be installed in a room used or "pod to be used f6r sleeping purposes, bathroom clothes closets or in a closet or other confined space opening ho a bath or bedroom (Uniform Plumbing Code section 509.0). 11) Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a Whom of in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code 3Xd= 3044 11 Garage firewall separation - required on garage side including supporting walls and posts (Unlf= 1him" Code section 302.4 exception #3). 12 U nder no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13 Wood stove location - Alcove - UNIC section 205 confined space & 223 unconfined space & 304.2). 14 Smoke detectors (Uniform Building Code section 310.9.1). 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PROPERTY Parcel Is In: w L' ❑ 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) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: 1© 'L Index Date: Li —2-0 O'D ❑ Sacramento River Reclamation District (Approval must be obtained from the California 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/Mu I berry (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: A — Applicable Building Setbacks: 9 Lb G _ ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision-Wp Front Side - -30 �© Side Street Rear S� 2 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 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 El Deeds: Date of Creation: I —) C) `9 �p Legal Access Provided: ❑ No ® Yes Deed of Reference: 41b — D) )Q--? Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ® No ❑ Yes, Road Name: Complies with County Standards for Decd Creation:❑ No ❑ Yes Comments: 'Ro S Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate 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 •--------------------------------------------------------------------------------- Page 3 of 5 Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: ❑ 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. 0, ❑ 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 road maintenance, and stop sign maintenance. Page 4 of 5 I n 0 0 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. CAMy DocumentsVBuilding Permit Site Plan Reviewl.doc Page 5 of 5 Butte County Department ofDevelopment Services r (1 YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 \(530) 538-7601 Telephone (530) 538-7785 Facsimile TO: LP2A FROM: Michael Vieira (530) 538-7159 mviei ra(aD-buttecou nty. net SUBJECT: Plans Transmittal For Review Per Contract DATE: 8/6/2003 Applicant: Procopio, Jerry Permit No: 03-1851 Project Type: NSF APN: 028-440-045 100% 70% Plan Check Fees Energy Calc Fees Copies Attached: Qty $ 504.40 $ 23.00 $ 527.40 $ 353.08 $ 16.10 $ 369.18 LP2A Fee $ 369.18 Chk LJ ) Application l Site Plan Review /\ffi- IFEMA Elevation Certificate 'L- Building Plans ti Truss Calculations Energy Calculations ti Structural Calculations L/Ii Residential Plan Review Guide Residential Construction Requirements 'l- Other 54/�- Other DALE HUBER ENGINEERING 111A NEW MOHAWK ROAD, P.O. BOX 253 NEVADA CITY, CA 95959 (530) 265-1967 April 5, 2003 STRUCTURAL ENGINEERING Keith Everett 251 Auburn Ravine Rd, Suite 206 Auburn, CA 95603 Project: Procopio PLAN REVIEW APPROVAL Job #03-12 NOV 0 3 2003 UNHART PEIERSEN POWERS ASSOCIATES DESIGN LOADS Roof Live Load = 20 psf snow load Dead Load = 16 psf with comp. shingles Floor Live Load= 40 psf Dead Load= 10 psf Walls: Exterior walls = IOpsf Soil Bearing Pressure = 1000psf Seismic Loads: V = 0.117W for plywood walls RECETVVD AUG ]� 2 2003 MW I OwEAs -13 Lu�11NI 0. OQ7421 � xp.�-31-Cts �r ctm TF 0r C ALF' Q AYi� \- Wind Loads: P = 11 psf for 0 to 20' For Exposure B, 70 mph wind P = 13 psf for 20 to 30' 1� HDR AT FRONT OF BREAKFAST, DEN AND DINING Span = loft Roof LL Roof LL 20 psf Loading (30/2+8/2) Roof DL 16 psf. Floor DI. Floor LL 0 psf Loading (0/2+0/2) Floor DI. 0 psf E = Wall DL 0 psf Loading 0 Fb = 1350 psi Fc perp: E = 1.6E+06psi 85 psi B= 5.5 in S ACT D = 9.5 in 47.0 PSI Fc perp- 625 psi W TL= 684 plf Fv= 85 psi W LL= 380 pif S REQ 76.0 IN^3 V= 3420 # S ACT 82.7 IN^3 BEARING A 5.47 sq in' fv= 82.6 PSI Or Beam Width by..... DFLCT( 0.245 IN Use Single Trimmer DFLR = 490 With LL 882 USE 6X10 DF#1 TYP HDR AT DECK Span = 11.5 ft Roof LL 20 psf Roof DL 16 psf Floor LL 0 psf Floor DI. 0 psf Wall DL 0 psf Fb = 1350 psi E = 1.6E+06 psi B= 5.5 in D = 7.5 in Fc perp: 625 psi Fv= 85 psi S REQ , 37.0 IN^3 S ACT 51.6 IN^3 fv= 47.0 PSI DFLCT( 0.321 IN DFLR = 431 With LL 775 Loading (10/2+2) Loading (0/2+0) Loading 19 . 0 0 M.. 7 0 0 0 W TL= 252 plf W LL= 140 pif V= 1449 # BEARING A 2.32 sq in Or Beam Width by..... 0.42 Use Single Trimmer USE 6X8 DF#1 V�� HDR OVER ENTRY Span = 9.5 ft Roof LL. Roof LL 20 psf Loading (30/2+8/2) 19 Roof DL 16 psf 0 psf Loading (0/2+0) 0 Floor LL 0 psf Loading (0/2+0/2) 0 Floor DL 0 psf Fb = 1107 psi Wall DL 0 psf Loading 0 0 Fb = 1350 psi D = E = 1.6E+06 psi Fc perp: 625 psi B= 5.5 in 95 psi W LL= 320 plf D = 9.6 in V= 1584 # S ACT Fc perp- 625 psi W TL= 684 plf 73.1 PSI Fv= 85 psi W LL= 380 plf Use Single Trimmer S REQ 68.6 IN^3 V= 3249 # With LL S ACT 84.5 IN^3 BEARING A 5.20 sq in fv= 76.8 PSI Or Beam Width by..... 0.95 DFLCT( 0.193 IN* Use Single Trimmer DFLR = 590 With LL 1062 USE 6X10 DF#1 HDR AT BDR#3 CLOSET Span. = 5.5 ft Roof LL. 20' psf Loading (30/2+2/2) 16 Roof DL 16 psf Floor LL 0 psf Loading (0/2+0) 0 Floor Dl 0 psf Wall DL 0 psf Loading 0 0 Fb = 1107 psi E = 1.6E+06 psi B= 3.5 in D = 7.25 in Fc perp: 625 psi W TL= 576 plf Fv= 95 psi W LL= 320 plf S REQ 23.6 IN^3 V= 1584 # S ACT 30.7 IN^3 BEARING A 2.53 sq in fv= 73.1 PSI Or Beam Width by..... 0.72 DFLCT( 0.067 IN Use Single Trimmer DFLR = 990 With LL 1781 USE 4X8 DF#2 HDR'S AT SIDES OF MSTR BDR Span = 6.5 ft Roof LL 20 psf Loading Roof DL 16 psf Floor LL 0 psf . Loading Floor DL 0 psf Wall DL 0 psf Loading Fb = 1107 psi E = 1.6E+06 psi B= 3.5 in D = 7.25 in (19/2+2) 11.5 (0/2+0/2) 0 0 0 Fc perp: 625 psi W TL= 414 plf Fv= 95 psi W LL= 230 plf S REQ 23.7 IN^3 V= .1346# S ACT 30.7 IN^3 BEARING A 2.15 sq in fv= 64.8 PSI Or Beam Width by..... 0.62 DFLCT( 0.094 IN Use Single Trimmer DFLR = 834 With LL 1502 USE 4X8 DF#2 HDR AT BACK WALLS OF FAMILY RM Span = 6.5 ft Roof LL 20 psf Loading Roof DL 16 psf Floor LL 0 psf Loading Floor DL 0 psf Wall DL 0 psf Loading Fb = 1308 psi E = 1.6E+06 psi B= 3.5 in D = 7.25 in (30/2+2) 17 (0/2+0) 0 0 0 Fc perp-- 625 psi W TL= 612 plf. Fv= 95 psi W LL= 340 plf S REQ 29.7 IN"3 V= 1989 # S ACT 30.7 IN^3 BEARING A 3.18 sq in fv= 95.7 PSI Or Beam Width by..... 0.91 DFLCT( 0.138 IN Use Single Trimmer DFLR = 564 With LL 1016 USE 4X8 DF#2 M HDR TO LEFT OF UTILITY RM C� Span = 8 ft Roof LL 20 psf Loading (16/2+2) 10 Roof DL 16 psf Floor LL 0 psf Loading (0/2+0/2) 0 Floor DL 0 psf Wall DL 0 psf Loading 0 0 Fb = 1308 psi E = 1.6E+06 psi B= 3.5 in D = 7.25 in Fc perp: 625 psi W TL= 360 plf Fv= 95 psi W LL= 200 plf S REQ 26.4 IN^3 V= 1440 # S ACT 30.7 IN^3 . BEARING A 2.30 sq in fv= 72.3 PSI Or Beam Width by..... 0.66 DFLCTC 0.187 IN Use Single Trimmer DFLR = 515 With LL 926 USE 4X8 DF#2 GARAGE DOOR HDR Span = 16.5 ft Roof LL 20 psf Loading (2/2+2) 3 Roof DL 16 psf Floor LL 0 psf Loading (0/2+0) 0 Floor DL 0 psf Wall DL 10 psf Loading 10 10 Fb = 1265 psi E = 1.6E+06 psi, B= 3.5 in D = 11.25 in Fc perp: 625 psi W TL= 208 plf Fv= 95 psi W LL= 60 plf S REQ 67.1 INA 3 V= 1716 # S ACT 73.8 INA BEARING A 2.75 sq in fv= 57.9 PSI Or Beam Width by..... 0.78 DFLCTC 0.522 IN Use Single Trimmer DFLR = 379. With LL 1315 USE 4X12 DF#1 -C cmcqIN MA VC Vd VL v6 V�/j v Vs 0 3 V� p � E I: C�oGf= 16(24+Z)CZK+1+)= 116 q = 0O l- 3ZO VSO, fl 7(15965) = 1 S69 H rea r-> W'Cz�Gf l�(�)C 16+K).— zs6o # 300 V=O.I(7CZ96o)= 300 lkY eG #- W:IZ00{=_16(S)c +Z)= 33ZS wc,115- lc(9/ZXo)(5f-ZY)= 1..4go V�0.117(L1766)= SSS req % `V- 3000 # 5 ?, 50 V=o:OI(25179)= 303� Roof=lbC111kZ13o+20= 107S -Z V=[000 W,,l(s=lG CR/2y,2)C1j-1-3G)= L14 f o V=0.11-j(jSI-.6Z),r t77L( V1l�7'1 ayJ)5 01 a =a^�'n'J := Baa dog I. 091- 617 0 91=°h0 1,=a^Yt'o b01-(ZJb-Iil)�5�1I =�nyM 7 �ZAV ,)I A)!79 °l -4"°AA AI. �,p�l}yj IgJ): -�'Ymoy CoA 3s01�1 l::)of-'%(�s01)I : "2-Oj — 6b5 =Pz)S )LWO-A -20 �iLil=C�i�h1��►i�=/1 - (Z# b x Z+ Tz) 91 CJ0021 = M »uU UiU iV &•N—v a L/ iLI u9 ria LLNEUru ra u x noo r (s CmIt V I,cl�Wdr 151Z Self m(c. = %z c laOO)= qS0 2�VJ1.4=fz6("V7-)+6o= 1752- �erfVVra,= '/z ( 1500+3cc) _ (zoo V3: �,cli�c,Q = 6G C�i2)f lGgC��Z)= 6s6 Se'AC300600SO Wind- GcH 0(z) - 160 C3S/2)- 3Z 16 %(C4- D+6-) Yz (6c0 + 3000 + 6G0) = Z (OG S=W ,,d=I6o(�s�z)t139,Clq/z)= �(I( Se�fmic = '(z( D+EfF+G) =�z(3000+-(�cof-17G6f60o)= 3550 6;1o(��d= (3gC19/z) L'�(1 Sci6-,7, r-\&(E+F)= %z61e160t 1700)=175"0 Va 5e iSvoic = `&CA+Po) e �`/z l?00+30G)= 17-00 Vi, 5e4mIc, (Af�00t3c0)=17-00 1C -�C'iSW1iG = ��ZC�iiG� = ?7-C3GO+000 l = Lf SG Vd Se if yoic-'(z(f2fl✓+F) ='1ZC30cc,4-19,00+ 700)= 3ZSCJ ve, Ito 5eopwc = Vs F)= `/7-( t700)- �So = 5ei5Wic = VZ (G+ D+E)+G = 1/z (600+3000+- f400) +- 60O = 33oc V, _ ( s0CJit- W; piC? Vz = � a00 w' -w V3 = 7GLJiy►o� V�-.3 ZCO td, 41C) V6 =17 50 5, � 5 m ('c. y = f Zoo V6= IGo seiswsic. \A6 = q50** Cl G yd =3250 = 1500 JiI/jd A = 3300 5c ("5m; 10 %ec r N= I S0aC I - Z00 4, 75 J —�— SGS f �. I (ZCC = zoo Cl) — �3C►Six�t )= l(, GG O C-0 co LU w LU W w w :: z G� v7 (F �r0 IS�eGY �}vZ r r C'A ^7 /� L 4- .7 . ✓ c 7 C "a u//L,- Ikf Skeor) `/ t4 Hold pcWV? ID.+_ kcn y- A+,. V3 (lr= 700 2 l 1 too PcId .P&Lv4s: Requ► re4 N 150 T�I:a - l9`( 0) — %3(15-°).5)= 1416# 0 leg vs Ll (00 1 (w, 5- of yf- I , S TRS - 1370)-%3(.(s�XS)P ��W Co(/ecfcr rd Fos = �Ss 7 kv� = q, 0o = ,7�(,F 000 1 _ n ty q) c", -11Z re^ r C\i C\4 CSI CQ. C`: Cl: _ Ll S 6• S �(` y t 2.5 17' PC5 0 DYG Truss For 12 SCJ Tevls�'ovr At ga�ow� Glom( �'0 _7® v(i� SAeG r' l rGrNSTPV op To Fo'#otvi !�AGrol 0 ` 1+IZ.S/= (4,s-, ►, ou = 137 GS) - V3650X.I0 : 176- WW L0 l f" `000<- 90 Wdcl PIWAf iZeV( (real ✓A+V6 a/-; 17 so( q+ 6+ q w/ L,�4kf 5kcoy--No Ho(d Daum5 I�eGU[recr (f)U)« wvLIuI = := -4. N(nU; O OO to O G .14 S MGG y, A+ Va. 4-Ui N'= two, 1 6 7 I� w( �i �a �f S eo✓ —11(GOdw Powys t`C!- t4jr&rf ,5kea�- Af. V c (U= w S°C (r - w/ L CHC, (d Dow►�.s Nom- 3 2 so 3 = 2 L((Q (' .2 5- Z. 7 5 f- 7. 5 eT 3G/s) Tka�c, = 2�i( C�) °Z ( 330)C..3) _ 17 Z Gr✓I(eGf-r FGrc,e5 ' nr,4.;)E = 3250/5y = 6C-1. 51 az. 3s 667- q33 lZ� 3.zS 17' 7.75- LiZ 7` Lj�G 1/f OZ G(✓fA GGVI Fro p c( 9,l e Dt3L I�� Pl�fe S�f�ce _ (� <1 PA kL! 11.6 IAI W LLA Ul C�9 � i13 r C\; r CIQ wD� N , so T6ZECc' 115rC9)--/3(I?GX13 H"(7 5wmir e Slea,' A+ UP = 3 300-7I -z�, 300nff Al 300(3C, 6 0 Go ((e -c4 -,r (`.,rtes = (�r,qv= 33co/ / 3� � 6 IS (A 5 e �el D� L T� m l Icfe 54 (t ce w v5c- S(I4mSoh 6ohmcc,4- To., 57-622`1 w/ 2 r —16ol 51�-ike+r To '(clfc To o l?f2 hlfow = O,eLl LZ 520) _ 0 <2 �y Nail Properties Unless noted otherwise all nails are to be common nails. 16d nails are always assumed to be 16d sinkers. The following nail properties are required: Diameter Wire Gage Length 6d Common 0.113" 11 1/2 2" 8d Box 0.113 11 1/2 21/211 8d Common 0.131" .101/4 21/211 10d Common 0.148" 9 3" 16d Sinker 0.148" 9 3 1/4" General framing notes: 1) At gable end walls extend shear wall type and nailing to roof sheathing. 2) At California framed areas, full roof sheathing is required at the lower roof 3) Double studs used at hold downs should be nailed together with 16d at 6" oc 4) All framing is to be Doug Fir Larch SHEAR WALL SCHEDULE AT ALL EXTERIOR WALLS AND WHERE NOTED 3/8" CDX or OSB or 5/8" T-1-11 with 8d box or 6d common nails, .6" oc at' panel edges, 12 oc field. Studs at 16 oc max. (v=200plf) 2, 3/8" CDX or OSB or 5/8" T-1-11 with 8d box or. 6d common nails, 4" oc at panel edges, 12 oc field. Studs at 16 oc max. (v=300plD >33 3/8" CDX or OSB or 5/8" T-1-11 with 8d box or. 6d common nails, 3" oc at panel edges, 12 oc field. Studs at 16 oc max. (v=350plf) 4� 3/8" CDX or OSB or 5/8" T-1-11 with 8d box or 6d common nails, 3" oc at panel edges, 12" oc field. Use 3 by or 4by studs at panel edges. Use 2by mud sill. Studs at 16"oc max. (v=390plf) 5� 3/8" CDX or OSB or 5/8" T-1-11 with 8d box or 6d common nails, 2" oc at panel edges, 12 oc field. Use 3 by or 4by studs at panel edges and for mud sill. Studs at 16"oc max. (v=510plf) 6D 1/2" CDX or OSB with 10d galvanized box or common nails 3" oc at panel edges, 12" oc field. Stagger 3"oc nailing. Use 3 by or 4by studs at panel edges and for mud sill. Studs at 16"oc max. (v=600plo (Galvanized nails shall be hot -dipped or tumbled) 7D 3/8" CDX or OSB both sides of the wall with 8d box or 6d common nails, 3 oc at panel edges, 12 oc field. Use 3 by or 4by studs at panel edges. Use 3by or 4by mud sill. Studs at 16"oc max. (v=780pif) HOLD DOWNS 1a Simpson LSTHD8 or LSTHDBRJ (for rim joist application) with 24-16d sinkers into a DBL stud, edge nail shear to both studs. At foundation use 8" concrete embedment with #4 rebar above the embedded portion. (T=1825#) �2 Simpson STHD10 or STHD10RJ (for rim joist application) with.28-16d sinkers into a DBL stud, edge nail shear to both studs. At foundation use 10" concrete embedment with #4 rebar above the embedded portion. (T=2610# with 6" stem wall, T=2990# with 8" stem wall) a3 Simpson PHD2 with 10-SDS1/4"x3" wood screws into a DBL or 4by stud, edge nail shear to both studs. At foundation use'Simpson SSTB16 (or SSTBL16 for 3" mud sill) anchor bolt with 12" concrete embedment with single pour foundation. If required, use connector nut and continuous allthread to connect anchor bolt to hold down. (T=3610#) 4� Simpson P.HD5 with 14-SDS1/4"x3" wood screws into a DBL or 4by stud, edge nail shear to both studs. At foundation use Simpson SSTB20 (or SSTBL20 for 3" mud sill) anchor bolt with 16" concrete embedment with single pour foundation., If required, use connector nut and continuous allthread to connect anchor bolt to hold down. (T=4685#) O Simpson PHD8 with 24-SDS.1/4"x3" wood screws into a DBL or 4by stud, edge nail shear to both studs. At foundation use Simpson SSTB28 (or SSTBL28 for 3" mud sill) anchor bolt with 24" concrete embedment with single pour foundation, deepen footing to provide 3" concrete cover. If required,.use connector nut and continuous allthread to connect anchor bolt to hold down. (T=6730# ) © To clear span floor use Simpson MSTC28 with 16 - 16d sinkers. Use 8 - 16d nails to DBL or 4 by stud above floor, below floor use 8 -16d sinkers to DBL or 4 by stud, or header. See detail from Simpson Catalog. 16" clear span (T=1225# with sinkers) To clear span floor use Simpson MSTC40 with 36 - 16d sinkers. Use18 - 16d nails to DBL or 4 by stud above floor, below floor use 18 - 16d sinkers to DBL or 4 by stud, or header. See detail from Simpson Catalog. 16" clear span (T=2455# with sinkers) OTo clear- span floor use Simpson MSTC52 with 48 - 16d sinkers. Use 24 - 16d nails to DBL or 4 by stud above floor, below floor use 24 - 16d sinkers to DBL or 4 by stud. See detail from Simpson Catalog. 16" clear span (T=3680# with sinkers) s H EA R` ?A/45FEP; Pt -;TA I L (n V) �__ �_ I- WW� Ui. Uj LLJ %TT LoV) (n oao Lr, ��0 go C, �CV R h N (^: CV N TRu55 oR E)CTP_N•D 5HE4R FRAME WALL TG ROOF 5 14 EAT 14 114C- Vz - nr=� q2- \/3 V1:nr V6 : �. Ve = fll= ( G D N SG...�j -), 27 Z o0 rf c,(5cA35-@ZY Allowable loads for wind or seismic duration: 3 z 157# for 16d sinker z = 130# for 16d sinker toenail z = 980# for 1/2" x 10" A13 Simpson: .:....., , A35; F1 450# w/ 12»8d x 1 1/2" LTP4, F = 645# w/ 12-8d x 1 1/2" A35F, H =440# w/ 12-8d x 1 1/2" H1, F1 = 485# w/ 6-8d x 1 1/2" P/E TA (L, Me 6ff GC, I 'PT rA & OK L5L Rio PSOARD W1 16d(2 1-Z GC,-- �I ff it f (w/(,&C- P Toff,� P, SHEAR Ma( 13E FL"ACC-p ON E I THeP, 51,4E of THjp l/JA L L 0 Atvs)r�G137 5hP,,,1y-. OF':�.137p[-C 157 137 ,o Allowable loads for wind or seismic duration: z = 1579 for 16d sinker z = 130# for 16d sinker toenail z = 9809 for 1/2" x 10" AB Simpson: A35, F1 = 450# w/ 12-8d x 1 1/2" LTP4, F = 645# w/ 12-8d x 1 1/2" A35F; H = 440# w/ 12-8d x 1 1/2" Hl, F1 = 485# w/ 6-8d x 1 1/2" <a v 4 _ v SHEAR Ma( 13E FL"ACC-p ON E I THeP, 51,4E of THjp l/JA L L 0 Atvs)r�G137 5hP,,,1y-. OF':�.137p[-C 157 137 ,o Allowable loads for wind or seismic duration: z = 1579 for 16d sinker z = 130# for 16d sinker toenail z = 9809 for 1/2" x 10" AB Simpson: A35, F1 = 450# w/ 12-8d x 1 1/2" LTP4, F = 645# w/ 12-8d x 1 1/2" A35F; H = 440# w/ 12-8d x 1 1/2" Hl, F1 = 485# w/ 6-8d x 1 1/2" RAW W Id1 W W xxx H 4A H 000 O O i— N N � _v AS N. N 04 N C4 L SHEAR TRA► 5 PeTAIL 60(e,6 a11"10 RL06KS TRu=ss G R RA FTER 0 Vs�, 1-3 -7 VO +- VI, 7,®� f oo f f E � .of Zqj V� : N- 300 r(' Allowable loads for wind or seismic duration: z = 157# for 16d sinker z = 130'# for 16d sinker toenail z = 980#.for 1/2" x 10" AB Simpson: A35, F1 = 450# w/ 12-8d x 11/2" LTP4, F = 645# w/ 12-8d x 11/21, A3 5F, H = 440# w/ 12-8d x 1 1/2" H1, F1 = 485# w/ 6-8d k 1 1/2" 1 DALE HUBER ENGINEERING 111A NEW MOHAWK ROAD, P.O. BOX 253 NEVADA CITY, CA 95959 (530)265-1967 October 6, 2003 Butte County Building Department County Center Drive Oroville, CA 95906 Re: Truss Engineering, Procopio Residence, Appl. No.: 03-1851 To whom it may concern: RECEIVED OCT 2 12003 m1iMAR7A888CFA OWEn I have reviewed the roof truss engineering noted as, Procopio Residence, by Sierra Pre- Built Inc. Individual truss calculations dated 5/29/2003, stamped and signed by H. W. Danley, Civil Engineer No. 22769. The truss bearing points concur with my structural engineering. Three headers along the front of the house and supporting the front deck have been re-engineeered using reactions from the truss calculations, review the following engineering for header at the front of Breakfast and Den and the header over the Entrance. If you have any questions, please don't hesitate to call. Sincerely,` aD. H�`��� PLAN REVIEW APPROVAL Nov 03 0. coo 421 2003 - 1-03 EINHART PETERSEN POWERS ASSOCIATES Dale D. Huber 9TF OF -C A`%� R.C.E. 47421 PLAN REVIEW APPROVAL NOV 0.3 2003 UNHART PETERSEN POWERS ASSOCIATES �Y cz 0 n. E W 0 rU r N i coa) 0)c: v� o c z f� W Heoc.& At- Frow+ beGK- 5a,m fs 'TruSset 7Z G� d- CZ W= 2061 # V HOR = 53.4 PSI vv 7491 FT# DFLCTON= 0.252 IN @ X = 6.000 FT DFLR = 547 NM '-� � }� —'' / V W V 4 //� � F(W 171 CAI BEAM PARAMETERS LOADING PARAMETERS Fb = 1350 L = 11.5 FT E = 1.6E+06 A= 6 FT W= 5.5 B= 5.5 FT D = 9.5 W 1 = 171 PLF W2 = 254 PLF P= 1399 # S REQ = 66.6 IN^3 VL = 1762 # S ACT = 82.7 INA 3 W= 2061 # V HOR = 53.4 PSI M MAX = 7491 FT# DFLCTON= 0.252 IN @ X = 6.000 FT DFLR = 547 DELTA= -91870 /EI (�fse E ID 17��. cy CL E w 0 rU T (II L � C o c' z 63J r �v4- Froo 4- Deck. N e 11Q BEAM PARAMETERS Fb = 1350 E = 1.6E+06 W = 5.5 D = 7.5 ruSScc C, S REQ = 36.3 INA 3 VL = 1183 # S ACT= 51.6 INA 3 VR = 1930 # V HOR = 3f 7 M MAX = Vv Z N DFLCTON= r=IN6* LOADING PARAMETERS L = 11.5 FT A= 9.5 FT B = 2 FT W 1 = 171 PLF W2 = 171 PLF P= 1146 # S REQ = 36.3 INA 3 VL = 1183 # S ACT= 51.6 INA 3 VR = 1930 # V HOR = 66.3 PSI M MAX = 4089 FT# DFLCTON= 0.292 IN @ X = 6.916 FT DFLR = 473 DELTA= -52214 /EI c� 5e 6�. J) = _ If O ®� 'M Mo Is VSTAEU.UER® No. 937 811E Engineer's Computation Pad .1. N v� O Uf ct� n � i'r, IN V BJ Q) 11 �J 70 cri (. 0 V CL E W 0 cn CC) I,- 0 co 0 M .0 Z W key l�� PFvCtr� IF 251 >4 u �VVW FAv ve StezaG GA-, q 5 6 03 is Dale Huber Engmeennc 111 A New Mohawk Rd. P.O. Box 253 Nevada City, CA 95959 ,To 1, # C)-3—(2. PD N 10-6-0-3 � y-cf d u V -r' f Com wm k ¢; pe Y - G Zr 5 C.G 1/ -� Sec- (('S0, Z, I) 30- Cc,' Orono TG6Ic IFgr Se.,sl*7,c Zooe. 3) Z =p.3 Pe-FOWO 5V('1 5;® 6q= 0.36 N4 No �� I cG G p1 e �, So [ f lM cG ZGI,I e T = 1,0 FvY T�e5t o(ekce 1� rrow, Take 16-N 2 1Z= S,5 For FI i wood 5heq r V= �•5��36X 1-0) (4 G IGY��( 5, For Aj(c1Lc1(,(,(e `ooI5, Pyr t1'f7UY6 16(Z.3,1 Iz-10) 91vdc' B I, If r ✓ /i'1(ot4/<b(e- Lasrh N REVIEW APPROVAL NOV 0 3 2003 V= G. ol' 6 Y V , 0. 117(,J •7 PETERSEN POWERS ASSOCIATES U - a• (1 7 -14 PLAN REVIEW APPROVAL NoY o3 - 2003 LINHART PETERSEN POWERS ASSOCIATES 5 \0' m CL UJ 0 U r � co i 1 co M .0 o> o c Z w Dov) r Ljs u" cC., VL(eSSF� G S6Crl/ Va�ue Ye. OV r 2 - 6Y~. /Z(!�) zw ZC5. S * 5) 7r 0.6% A= Z 4-f _ %�c 20V 97-6 L 1, 0 1 .0 U secl Ti, CO+ dl,ec n��q p :7Z- Z0 -e- 375�- 75.1 7. 5- 13.5 r r= /� C� �.��) = 0.37 Areq b4 F+t= =30,(35)+ j7(30)tzo6q)=2152 3.7 V755Z G �►.�ck 4f �Am A Ceti =4-« C4 -Di -L- _ VI Z)+30(3S)4 (11)(30)1- 1716 T4 T� ree... 0X94e5f' L14oue 51ieq.,l GI�eGf Via( . �,�' p � r. �, � �,G ��-� � � ✓ �4�� Sr�P�� C,���� n D VsrAED`LER® No. 937 811E Engineer's Computation Pad lw M 70 _, r -C � rN Chi 1 �9 v Tz- o N� --'WQNn -� K c Kv Q � N � tl —R) \ A� N � S • ��, 111 (1 �� v (V lw M ON M1 VsmurLERO No. 937 811 E Engineer's Computation Pad VI Q'Il Cb S *` Ts Sz 7 ZL �q,.. s n ,5 P EEK c F-A-gSFEF- PETA I L !/ GDK OR 0s6 /c c el S f(f= 300, tir � S SG � ✓� 6o��.cF L S •50 a z K Oc- v 41L49Cokl C r) t;) e?U FES. jo 3E Usc-D FoR THE Eft(TIY�F-. L -E96--7►! OF DEC—K ac. 7a, 2 O DLOC K JO EDTLER® No. 937 811 E �' Engineer's Computation Pad Ww r SITE PLAN REVIEW APPLICATION Date: AN Permit Number (if applicable) D'_:S D at5 46T' APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Parcel Size: o2.e -- " L1 D - C5 (-) S 71 HO Ac ,P 1 O', J E�ZI--`/ 4- ts 21 E�>&6-T ( e Po pox Ll 8�1 ��N 2 c� �5q I W 53a-3307 -'3S 8-7 Cle"yC�TG 1r000 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 M Agricultural Exempt Building ❑ Other.- Brief ther: ❑ Single Family Remodel ❑ Commercial Remodel , ❑ Industrial Remodel ❑ Well Brief Explanation (if necessary): 7Do 7 sibs 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 Date Page 1 of 5 l' 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) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: 1© Z Index Date: H —ZO ❑ Sacramento River Reclamation District (Approval must be obtained from the California 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/Mu I berry (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: 9 LtD G- _ ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Sebdivision-iap Front Side p �© Side Street Rear C> Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 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: `9 �p Legal Access Provided: ❑ No ® Yes Deed of Reference: G'b — W 10-7 Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ® No ❑ Yes, Road Name: Complies with County Standards for Deed Creation -E] / No F1 Yes Comments: 'Ro S ) 3 7- 5 � ® Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate 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 Page 3 of 5 R Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: O -b Date of Approval: Page: 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 road maintenance, and stop sign maintenance. I Page 4 of 5 u x n 0 0 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. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 (Rev.12/96) APPLICATION ANEYPERMIT 1. ASSESSOR PARCEL NUMBER - ZONING A-5 BUILDING PERMIT OWNER TE MPHONE 330-3587 SO. FT, OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 487, RANGOR 95914 2270 R 122 580.00 576 U 10 368.00 CONTRACTOR'S NAME DIM TELEPHONE -324 C 41212.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace A 1,500.00 Total Valuation $ 138 660.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 776.00 Plan Checking Fee $ 504.40 BUILDING ADDRESS COYOTE MOON TRAIL Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $1323.40 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 9 1 7-0063.00 Solar or heat pump water heater 1 23.00 Water piping 15.00 15. QO Each gas water heater or vent 15.0015.00 TYPE OF WORK New ❑ Addition ❑ Remodel C3 lftllities ❑ Installation ❑ Other ❑ Describe Work: NSF- .1 REMOOM Gas i in stem 1 - 5 outlets 15.00 Buildin sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ 143.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200q pq LESS 23=23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License taw for the following reason: 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 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. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. & ACC. BLDS. s09 3.50,.9 9.60 T NON-REOSIU ' MULTI BRANCH CIRCUITS @7.501 POWER APPARATUS & SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FIXTURES BAS @'.SO Ex. Occup. oFlxuT!%A'(R DRQ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 142.60 MECHANICAL PERMIT Fling Fee 20.00 Heating 25.00 Cooling25.00 Hood 6.50 6.50 Ventilation PERMIT FEI` S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith co ply se provikions. '^ 1� �O Date l� CIT N§nature of plicant wner ❑ Contractor ❑ Agent An OSHA perm is required for excavations over 60" deep arl4demolition or co uction of structures over 3 stories in height Mobile Home Installation Fee $ Energy Inspection Fee $ 4b. 00 Occ CONST. TYPE .50 HAZ. D. FEES IMP OD CDF PARCEL pD UE This permit is hereby issued under of the gCounCode and/or ind' atehich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. //// Dat 0� 11 / 7 Det, Receipt No. 7 , ® WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECT GOLDENR -APPLICANT S - BUI DI G D D COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICE N IVISION 7 County Center Drive - Oroville, California 95965 • Telephone (53 538-754 P MIT NC y96) APPLICATION AND PERMIT ssD0.PARG8K�USEA n�(��' z°"iNO -S BUILDING PERMIT CJ En pis M41JN3 AD rR6=0RT. ULUE 0[.c nLA,TMS M&A" ADoaEss sTswcsla+u=NDeI )ERS MNUHG �DDii°CS ECT oR E?�7NID+ Mjj= OR E aM03;M MAE M ADDR= U suscnr60us IUM= p�, J { 0 USEOFSTRUCTURE (� Duplex ' ❑ Nbbilehome ❑• Other sPs E mam BUILDING :;�,PZ Fireplace I I k r I UC.";– Total Valuation 5 Fr6n Fee S ' 2D.00 Permit Fee Plan Chackina Fee S' Energy Plan Checking Fee S (JC, S PERMIT FEE t PLUMBING PERMIT Filing Fee 20.DO Each Tr- — ...–.------- ---'7.00 2. 7r�9� Solar or heat um water heater 23.00 Water pi*g 15.00 Each ges water heater or vent 15.00 TYPE OF WORK Gas p1pIng system 1 - 5 outlets i S.DO ew\6_Md5m ❑ Remodel ❑ LMrwz ❑ Instakran ❑ Other ❑ Bu&fmg sewer 15.D0 plobife Home Is G W @20.00 escribe Work: :J::::: PERMIT FEE S; �='Ljar6i> X-- ia2� sfzn Lei ELECTRICAL PERMIT I Firing Fee 20.0 Maln Service �OOOVDR o 23.DD D 3 TU Maur service 20" To IOWA 46.00 O NEW caet wvesea Occup. 3.5CFT. OR ADWM i ACC Ltt�S MuLrwUitfir i !17 en Ex. Oxxu Ovnm OR Fwnxtm mL Ex. Occup. S.DD Temporary Service 23.DD Mobile Home Facilities 20.00 tA— w..— 23.D0 PERMIT FEE I S v MECHANICAL PERMIT 1 Firing ee 2D.OD� Hood I 1 6.501 Ventilation I T I PERMIT FEt Nbbile Home Installalon Fee i Energy Inspection Fee S ITO AL FEE $ S M4Z. D. FmFLOOD B. 'gD MD 165UE This parmit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicalad above for which fees have been paid. By Dale ------ PERMIT EXPIRES ON School District I ;L 1 A.P. Number %) tT� Property Owner 74 Property Location/Address Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE, CERTIFICATION FORM— dt� (One form r Building) rBuilding Department No. 0`7 J.urisdCity ®County T: Lot No. ...................... Residential Development F—v--'l Q _... . .................................. Q 4... _........................... _.... No of Living Mobile Home Addition/ 'Supplemental to Units Installation Conversion Permit # ....................................................................................................i *(No foundation inspection) ;2� Sq. Footage _ A—Jp (Group R) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) rcial/Industrial Sq. Footage N Addition (Including Exterior Roof Areas) Department Representative Date District Identification No. 040100 111e, LJAIZI 4School District certifies that A r A Address) (City) has complied with the requirements of Resolution No. representing i%1�1-7V square feet. School District Representative Paid by Check # Remarks: n 9 0-7 y-7- (State) lbs 90 pplicant 336-55'97 (Phone Number) (Zip Code) by payment of $ 2926 FULL MITIGATION : 1/ 1-7. 03 Date Notic : You may protest tin Imposition of the fess Idsntlfisd above by submitting a written protest to the Disbict, in conVilanee with OommrwN Code Section 66020(a), within 90 days from the date hes are paid. Failure to submit a timely wrNten protest will prohibit you from c allengkV the Imposition of the hes In any covet aetlorL N, subsequerrt to the School District Representative s%Vft this Brite County Schools Impact Fee Certification Form, the School Distrid is noBlbd by the appOeWe Local Planrtrrg Agency that thio p al A b being revlewed under the CelMonfa Erwhorrrrertal Gueft Ad (CEQA), this protect may be subJect to additional school fees to fifty rrrtlpate Ib Impact on the school dbtrietb schools. White (applicant), Yellow (building department), Pink (school district) feeformads 410/03)dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2eilel3—KaPJB 1 QI'3a Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 11:41AM 17 -Nov -2003 REC FEE 13.00 COPIES 3.00 shawnya Page 1 of 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, 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: 2ts� LACl0, Oo'oo r"f Date N 0V6KG n le -14 2-003 PROPERTY rLki 4,,,ro�. Com- U4-te ® P7sec'no-ac 6QP, 2, t�t��firs m fDr State of Califo lai.��Z_�) County of T.t_ ) On A0V&A01FYL 1 L/ , Z00 before me, .3. izt `( 'L . V4 I I K t •r '5�'-Zx y V • P12 666 PI C Axl) Alt_ Pr2n eoOe, e �rzr� QVV�CyD personally appeared `5fEft •y, PA6c.ePI0 A -,,,a /3rz10acr;,- n► . personally known to me (or proved to me on the -basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), 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. WITNESS my hand and official seal. BARRY L. WINNETT Signature �1/ .2�' Seal: =OMY COMM. #1345670 m to Notary Public -California to W PLACER COUNTY Comm. Exp. March 7, 2006. A.P. # ® �' �Ii� ' (�'�J _ - O Com`-41 ALTA OWNERS POLICY ORDER NO. BU -209652-3 MAM (REGIONAL EXCEPTIONS) EXHIBIT "A" THE LAND REFERRED TO IN TT ISp�DLIgYDIS ESCRIBED AS FOLLOIN WS: OF CALIFORNIA, COUNTY OF BU PARCEL I: TE IN THE COUNTY OF BUTTE, ALL THAT CERTAIN REAL NG ARPORTION AOF THE SOUTHEAST ONE-QUARTER STATE OF CALIFORNIA, BE OF SECTION 21, T18N, R5E, M.D.M. DESCRIBED AS FOLLOWS: CTION 21 COMMENCING AT THE SOUTHEAST ERLY LINE OF SAID SECTDION 21 NORTH 2029'46" NORTHERLY ALONG THE EAST LY EAST 1FEET; THENCE LEAVING SAID EASTERLY LINE, ENTERLINE OF SAID SOUTHEAST ONE-QUARTER R ALONG THE HE EAST -WEST CENTERLINE ETHE SECTION 21 NORTH 89°58ING DESCRIBED" WEST 62 FEET PARCEL OOF LANDTRTHENCEN FROM OF BEGINNING OF THE FOLLOWNG SAID SAID TRUE POINT OF BEGINNING ONE-QUARTER GOFLOSECTION 21 TNORTH CENTERLINE OF THE 89058'WEST 317.00 THENCEET TO HE CENTER OF SOUTHERLY ALONGIDTHE SOUTHEAST NORTH SOUTH ONE- QUARTER OF SECTIONON ; CENTERLINE OF SAID SOUTHEAST OIN N 4E ARLEAVING SAID OF ONORTH-SOUTH 21 SOUTH 1043'38" WEST 647.01 FEET; CENTERLINE, WESTERLY, F THEALONG SAIDTHE SOUTHEASTEAST-WEST ONECQUARTERNOF SECTION F THE SOUTHWEST ONE-QUARTER O 21 SOUTH 89047'23" WEST 205.46 FEET TO A POINT ON NORTHEASTERLY RIGHT OF WAY LINE OF �NORTHWESTERLYT CERTAIN � ALONGTY �SAID NORTHEASTERLY OWN AS OROVILLE BANGOR HIGHWAY; THENCE RIGHT OF WAY LINE NORTH 1 THENCE ' WEST NORTH 18018'52" 1 8 EWEST 4 0 9N 04 FEETI; 71°41'08" EAST 10.00 FEET; THENCE NORTH 89058123" WEST 10.54 FEET; THENCE NORTH 18018'52" WEST 19.52 FEET TO A POINT DESIGNATED AS POINT "A" FOR FUTURE REFERENCE; THENCE LEAVING SAID RIGHT OF WAY LINE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 90°14'35" AN ARC DISTANCE OF 31.50 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF THAT CERTAIN ROAD KNOWN AS ROCKROSE COURT; THENCE EASTERLY, ALONG SAID RIGHT OF WAY LINE NORTH 71055'43" EAST 145.74 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 230.00 FEET, THROUGH A CENTRAL ANGLE OF 31°50'42", AN ARC DISTANCE OF 127.83 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 170.00 FEET, THROUGH A CENTRAL ANGLE OF,, 33°43'18", AN ARC DISTANCE CE OF 100.05 FEET; THENCE NORTH 73°48'19EAST 327.42. FEET; THEN LEAVING SAID RIGHT OF WAY LINE AND ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 90000'00", AN ARC DISTANCE OF 31.42 FEET; THENCE SOUTH 16°11'41" EAST 303.47 FEET TO SAID POINT OF BEGINNING. AP#: 028-440-045-000 CONTINUED ALTA OWNERS POLICY ORDER NO. BU -209652-3 MAM (R.EGIONAL EXCEPTIONS) DESCRIPTION: - CONTINUED PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND UTILITY PURPOSES DESCRIBED AS FOLLOWS: BEGINNING AT THE HEREINABOVE MENTIONED POINT "A", REFERRED TO IN PARCEL I, HEREIN; THENCE NORTHWESTERLY ALONG SAID OROVILLE BANGOR HIGHWAY RIGHT OF WAY LINE NORTH 18018'52" WEST 100.00 FEET; THENCE LEAVING SAID RIGHT OF WAY LINE ALONG A NON TANGENT CURVE TO THE LEFT WITH A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 89045'2511, THE CHORD OF WHICH BEARS SOUTH 63011'35" EAST 28.22 FEET; THENCE ON THE ARC OF SAID CURVE A DISTANCE OF 31.33 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF SAID ROCKROSE COURT; THENCE EASTERLY, ALONG SAID RIGHT OF WAY LINE NORTH 71°55'43" EAST 146.16 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 170.00 FEET, THROUGH A CENTRAL ANGLE OF 31°50'421-, AN ARC DISTANCE OF 94.49 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 230.00 FEET, THROUGH A CENTRAL ANGLE OF 33043'18", AN ARC DISTANCE OF 135.37 FEET; THENCE NORTH 73048'19" EAST 407.42 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF SAID ROCKROSE COURT; THENCE SOUTHERLY ALONG SAID EASTERLY RIGHT OF WAY LINE SOUTH' 16°11'41" EAST 60.00 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF SAID ROCKROSE COURT; THENCE WESTERLY ALONG SAID SOUTHERLY RIGHT OF WAY LINE SOUTH 73048'19" WEST 407.42 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 170.00 FEET, THROUGH A CENTRAL ANGLE OF 33043'18", AN ARC DISTANCE OF 100.05 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 230.00 FEET, THROUGH A CENTRAL ANGLE OF 31050'4211, AN ARC DISTANCE OF 127.83 FEET; THENCE SOUTH 7105543" WEST 145.74 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 20.00 FEET, THROUGH A CENTRAL ANGLE OF 90014'3511, AN ARC DISTANCE OF 31.50 FEET TO SAID TRUE POINT OF BEGINNING. November 3, 2003 Mr. Michael Vieira County of Butte 7 County Center Drive R Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 e, Re: Plan Review: Procopio SFD Address: Coyote Moon Trail Dear Mr. Vieira: County of Butte- Final Review Jurisdiction Appl. No.: 03-1851 LP2A Job No. 203015.047 Linhart. Petersen Powers Associates (LP2A) has completed an second review of the following documents: 1. Plans: Two (2) copies of revised sheets 1 through 7 (7 sheets) sheet 1 dated March 2003, by K. Everett. 2. Structural Calculations: Two (2) copies dated April 5, 2003 and two (2) copies Truss ;+,-Review Letter with attached Header Calculations dated October 6, 2003 and two (2) copies Plan Check Response Calculations dated October 6, 2003 by Dale Huber Engineering. 3. Title 24 Energy Compliance Documentation: Two (2) copies dated 04/08/03, by Narrow ':lGauge_Consulting Services. 4. Truss Calculations: Two (2) copies dated 05/29/03, by,Sierra Pre-Bilt. These, documents were reviewed only for their conformance to the 2001 California Building, Plumbing, Mechanical, and Electrical Codes. We have no further plan review comments. Therefore, we are recommending approval of the above noted items with the following conditions: 1. Compliance with SRA - CDF requirements (forms are attached to plan -sets) 2. Redline revisions as noted on plans The above documents now bearing the "LP2A Plan Review Approval" stamp on all appropriate sheets are enclosed. Please let us know if you have any questions. Thank you. Sincerely, LINHART PETERSEN POWERS ASSOCIATES I.J.V. ��C • r Y Jess Villar Richard N. Essenwanger I.C.B.O. Plans Examiner I.C.B.O. Plans Examiner JV/RP/RNE:ag enclosures LINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 • FAX(916)725-8242 • Toll Free (877) 235-0653 COUNTY OF BUTTE -DEPARTMENT OF.DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-75.41 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �ro iV.ASSESSOR PARCEL NUMBER OO�-O " TV - 0 T Proposed Building Use: ��) Counter Technician: Date: 64:�7 4�U Iteems required in order to apply for a permit. All boxes MUST be checked OR marked NA in orderito apply. Com]' 1.. Plot plans, 3 or 4 sets, signed�y the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. . Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. V. Engineered -truss details and layouts in duplicate. No faxes! 99"'5. Energy compliance design and supporting documentation in duplicate.. ❑ 6. Manufactured homes: (A) Data sheets and.installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. J ❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b tengineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to -the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot 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 ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other V Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) i 4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... /- 11-1 5. Statement of Intent for Non -heated and A/C Buildings................................vU1 16. Sanitation and plot plan approval from the Environmental Health Department in -3—p3 1fYl�' 7. City of Chico Plumbing permit..' :.................................... California Department of Forestry plan approval paid. Sent b /A i .............. R * * * .... 19. Planning approval for (A) Use: D l� (B)Parking: () Pa cel Check: O 20. Contact Land Development about ❑Improvements, ❑Drainage ............................... PK21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... 7. Recorded copy of Agricultural Acknowledgment Statement .................................... /I- 19.03 ❑ 28. Manufactured home utility clearance................................................................ ❑ 29. Existing violations and/or expired permits........................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: r When issued Telephone Z)J0 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. aGt'ldt VIOQZICU__�> ---`,Date��^ L Index permit application for the above items numbered:` (� T�J.-___ Plan Check Letter 2. Additional items requi d Contractor, designer, owne was advised cf the above data by phone, ❑ .mail, . ❑ counter, by Date: Contractor, designer, o er, was advised of the above data by ❑phone, ❑mail, ❑counter, by Date: Plans reviewed by: Date: Plans approved by: Date:�J Structural reviewed b Date:Structural approved by. Date: Note transfer by: Date: Yellow: Buildine Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING' DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER 1 PROPOSED BUILDING USE 4QAA.)C S A.P. # DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SC O DISTRICT FES O h �� (pai ( r C f / /1-/ —0-3 3. SHE FEES (paid at Building Division) Residential ......................—x$360.00=$, Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 41THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK T $89.00 (paid at Building Division) 3 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. DATE h —a-2 — QJ Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) -U National Pollutant Discharge Elimination System (NPDES) Phase II Construction Stormwater Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provides by law. Signed: Title: Date: bra-3�0� National Pollutant Discharge Elimination System (NPDES) Phase II Construction Stormwater Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs more than I acre of land. I, further, certify that this project will not disturb more than 1 acre of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provides by law. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Butte County Stonn Water Management Plan Revised 5/22/03 o•B•_ 1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information 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 materials for construction of the proposed property improvement: YES ❑ NO ❑ 2. 'I HAVE ❑ HAVE NOT ❑ signed an application for a building permit for the proposed work. . I have contracted with the following person (firm) to provide the proposed construction: r NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this 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: PROPERTYOWNER: SAGI;AT S�E-TRTi'v ER. DATE: a 3 -- NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Coda This verification must be completed and returned to our office before we are permitted to issue the permit. OWNER BUILDER INFORMATION Dear Property Owner: D.B.- I An application for a building permit has been submitted in your name listing yourself as the builder of 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 permits 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. Contractors are required by law to be licensed and bonded by the State of California 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 you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is *$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors; then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments 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. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract 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 Accidents. 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, erroneously 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 contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned rely, Mic 1 C. Vi ira, C.B.O. Mer, Building Inspection NOTE. This Owner-Builderlnformation is required by Section 19830 of the California Health and Safety Code OVER PLAN REVISION A- Please complete the following information in order to process your submittal. If this form is not complete, corse and legible. it may cause a delay in processing. Owner's Name: t ived By: '6-:�—Date• - 370� A.P. R.�o O Permit : (") 0 Time: ContactPhoneNumber. Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering 2jRe�. � (U'�L �N l z eAlc� s 0-f 'Ian Revision ()S5 - 3N6U-) ❑ Requested by Building Inspector or Correctioallotice - Inspector's Name: ❑ RequestedByPlaesExaminer- Examiner'sName: ❑ Other. ' If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plv- review. If engineering is involved in this revision, the engineer must put his requirements on these drawings ani stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly. shoe When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call . and hold for pickup at the ❑ Chico Office ❑ OrovMe Office ❑ Deliver with neat inspection Revised Plaa Check Fee: UrS46.00 Receipt a.: A!24'q79 ❑ Additional Fees Not Require" Additional fees may be due based upon complexity and time involved to process this submittal Additional Fees: Receipt #: PLAN REVISION A-% Please complete the following information in order to process your submittal. if this form is not complete, corse and legible. it may cause a delay in processing. Owner's Name• ' Oct ivedBy:`` Date: A.P. R: oa K Imo _ Permit : �) I 0 Time: ContactPhoneNumber. , Purpose of submittal: t1 Cl PSA"ee ❑ Permit Application Data Item WOO ❑ Engineering 2 iAL 9((Av 2 .- S c�S flan Revision ,� lu55 ❑ Requested by Building inspector or CorrectionNotice - Inspector's Name: ❑ Requested By Plan's Examiner -Examinees Flame: ❑ Other. If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pla; review. If engineering is involved in this revision, the engineer must put his requirements on these drawings an stamp and sign the drawings. Include two (2) sets of wet signedengineering. Revised drawings must clearly shoe When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call-. and hold for pickup at the' ❑ Chico Office ❑ Oroville Office ❑ Deliver with neat inspection Revised Plan Check Fee: C9'S46.00 Receipt u: L`� ❑ Additional Fees Not Requ=ret Additional fees may be due based upon complexity and time involved to process this submittal Additional Fees: Receipt #: E.N. SE ONLY Sion Plan Attach o Rooa Plan Attajchn $ nt to s o�.� / " ' __ '`„"CJS 1 s� �.►v.'f� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Ow er . Location AP# Plan Approved for: Sewage ®isp6sat—, Water Sup ly: P blic Private Well Clearance for dwelling. Other UIAA Hold final for: Final clearance O.K. for: NOTE: F-11ID x 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.neAdds PERMIT NO. BP041490 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of pedury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/24/2004 APN• 028-440-045-000 the Business and Professions Code, and my license is in full force and effect. LfO �O[ Won License Class: License Number: SiteAddress: � p Date: Contractor: Map Index: r� Description: TEMP ELECTRIC FOR BP#03-1851 p OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a 8r BRIDGET PROCOPIO permit to construct, alter, improve. demolish, or repair any structure, prior Owner: ,TERRY to its issuance, also requires the applicant for such permit to file a I1 signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 40 COYOTE MOON TRAIL she is exempt therefrom and the basis for the alleged exemption. Any OROVILLE, CA 95965 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).): 5430-330-3587 ❑ I, as owner of the property, or my employees with wages as their sole. compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant..JERRY &BRIDGET PROCOPIO such 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 improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ I am Exem t u der Article 3 of the Busine and r fessions Code DateZ/ Owner WORKERS' COMPENSAT N DECLARATION I reby affirm under penalty of perjury one of the following declarations: OFFICE COPY I have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section 3700 of the Address Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: GAS Date - the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Engineer' Meter By • ELECTRI Carrier: Meter By D4%* Total Square Ft: 0'S.F. Policy #: I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' J compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. ..O Dale: Applicant WARNING: Failure t secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one ' hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY Thi p it i here is ue u der the pplica le provisions of the Bntte County Coda. 2nrU .r I hereby affirm that there is a construction lending agency for the Re o o tion do o ov r ch es ha be n paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By. Date: PERMIT EXPIRES ON: - Address: Date O 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of anZofficial doc e t of Butte County. I hereby Tforor authorize repre entatives of Butte County to r upon the above mentioned property for inspection pure s.� \ 4/ r�vV V✓ Print Name /� &A2ZTLE�v �� � � Signature: 0 V J Date: X24 ZT Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor x 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.neAdds PERMIT NO. BP041490 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/24/2004 APN: 028440 -046 -Opo the Business and Professions Code, and my license is in full force and effect. -7d-0 n /� N `` ,o ye License Class: License Number: Site Address: Date: Contractor. Map Index: 9 Description: TEMP ELECTRIC FOR BP#03-1851 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a JERRY & BRIDGET PROCOPIO permit to construct, alter, improve, demolish, or repair any structure, prior Owner: 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 State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 40 COYOTE MOON TRAIL she is exempt therefrom and the basis for the alleged exemption. Any OROVILLE CA 95965 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).): 5430-330-3587 ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: JERRY & BRIDGET PROCOPIO such 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 improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ 1 am Exempt urider Article 3 of the Businesis and essions Code h 1 Dater Owner. - WORKERS' COMPENSAT N DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of Architect: the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: 'W I certify that in the performance of the work for which this permit is Valuation: $0.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. .�� 7^ Date: O 411 / / -- Applicant: WARNING: Failure t secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. _ CONSTRUCTION LENDING AGENCY Thi p it i here is ue u der he pplica le provisions of the Butte County Code an(v r I hereby affirm that there is a construction lending agency for the Re o tion o do o ov r h es he b n paid.- aid.performance performanceof the work for which this permit is issued (Sec 3097 Civ.) Name: By: Date: PERMIT EXPIRES ON: Date Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official fo or doc e t of Butte County. I hereby authorize repreentatives of Butte County to r upon the above mentioned property for inspection purp s.� Print Name Signature: Date: Z Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor 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 OF APPLICATION CONTRACTOR Name Address City e Address Phone Fax E-mail Lic. # Class Occ. Type Const. Subdivision Name Map Book Page Lot # Planner CONTRACTOR Name Address City e Zip Phone Fax E-mail Lic. # Class ARCHITECT/ENGINEER Name Address - City Stafe Zip Phone Fax E-mail State License Number APPLICANT NAME Name Address City a Zip Phone Fax E-mail APPLICANT SIGNATURE X For office use only., Zoning W-,cipi #: Flood Zone PropeWresyllAt�ot�' SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. ` 1�' B BIN # �D'tio=Sf tqFootag'e ❑ 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. Uy: Amount: I LOCATION W-,cipi #: Sheriff PropeWresyllAt�ot�' aw Cross Street IV Fr WORKER'S COMPENSATION Policy Number Carrier 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 �D'tio=Sf tqFootag'e ❑ 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. Uy: Amount: I K:\FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 1 of 2 REV 4-30-04 SRA W-,cipi #: Sheriff SMIP Other Total K:\FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 1 of 2 REV 4-30-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK.. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans; 'signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ , 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (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 en ' eer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! o 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. r ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (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-signedy the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING FORMS\Bid gApplSubRgmts.doc Page 2 of 2 REV 4-30-04 J=OK 0 = Not OK . = Not Readyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. Roof; Shthg-Roofing 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ P' L "ft./ P LPG 12.. 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected-C/Oto Grade=HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. -110. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings;, Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12.. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;.Ground ing; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card 0-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UD LOOR (Plans) OK except #'s Zo ing-Setbacks-Easem s-Floo ope t ain; Soils -EI . Grn Ftg. Depth / L tg., Garage; Soils-Steel-Elec. Grnd.-/ tg. Depth 4. 19., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Ste walls, Main; Steel-Blockouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold.Bowns and Special Anchors 8. P" - ire lac .-St ' .W.V.; - itting st-2 ay C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 2 and B-1 Date Card B-1 Date ' Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. titer Htr.; Vent -Access -Combustion Air Baffle Pipe; Test & Anchor -Nail Protection ; Test Fittings & Anchor -Nail Protection rl 2e -Shower Pan: Test. First Floor -Tub Access 22. Grds Pipe: Sixe & Anchors ;ler: Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24eTixture & Transformer Clearance -Ins. Protection 25. tWc. Receptacles Spacing -Lights & Switches at Doors e Boxes & No. of Conductors Stapled �Iomex Installed Close to Edge of Studs & C.J. uip. Ground made up w/Mech Fasteners -Bond Gas & Water pliance Circuits in Kitchen & Conductor Size GFI Su!geed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 1. ange Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 3 ervice-Riser Conductors & Ground Main Disconnect 3 ui . Clearances Panels-Motors-Mech. Equip. 4. glothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECH ICAL (Permit) OK except #'s Date 3 A. Ducts Insulation & Support Date Ve an, Exhaust above insulation Comments at Final: Condensate Drain & Overflow, Size & Grade 3 . ur ce-Vent Access -Comb. Ait-Return Air Vent 115 Outlet Jpo<ttic Access & Platform if Furnace in Attic D to Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAM12 (Permit) OK except #'s 40-'9511s Proper Materials & Anchors Is Studs -Nailing Spacing & Braces -Plates -Sound 480�.Wring Walls over Girders & Floor Nailing Waft Stop in Walls (rat proof) Fir Stops, Furred Ceilings -Stairs -Chasers -Tubs d5,4eaders & Beams -Size & Bearing Date FRAMING (Continued) 4 angers -Post Caps -Anchors -Connectors 48. ding. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. . Fire lace Ties or Type A Flue -Fireplace Throat Clearance 50 is Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. . Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing -RC Channel 53,,.P erty Line Firewall & Openings 54 Ext � Doors -One 3' -Check Garaae 3rd Storv. 2 Exits idth- Headroom- Rise- Run -Landing -Fire Protection on Roof Overhang -Attic Vents -Rafter Outriggers ailing Veneer es -Drip Screed -Fd. Vents-Underfir. Access V 17AXeging Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts �— 61. Bra Interior/Exterior Wall Panels nsulation-Walls-Ceilings 63. I nfi Itration-Wal Is -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FIN (Plans) OK except #'s 6,f. . Steps -Door & Sidelight Protection -Landings 6 oke Detector F mace Vents -clearance -Comb, Air -Connector - Garage; Above Floor-Ducts-Mech. Protection 67. Pedroom Exiting 68'.' G.F.I. & Bath Fixtures & Tub Access -Spa 69 lec. Trim & Subpanel, Breaker Sizes & Labels ­70—Stairs & Rails _44— Fireplace or Stove, Clearance -Hearth 7 . Elec. Outlets at Wood Panel, Int. & Ext. 73. it. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 7 lec. Outlets & Receptacles at Kit. Counter ` rage Fire Door; Swing -Landing -Closure 7K A.C. Duct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 79. Rib.; Elec. & Mech. Equip. Listed for Location 7 Plec. Receptacles in Garage (F.F.I.)-Romex Protection 8 !Dsulation-Foam-Looked in Attic 8 . Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under FI r O Yes 8 _Eollowing Instld./Drive O Yes o/Walks O Yes qf No/Planters O Yes CIAO 8 . tucco Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings titer Well, Disconnect, Electrical, Plumbing 88/!Ifxterior Elec. Trim, G.F.I. Receptacle -Underground 9. Ventilation Throughout House 0. jGiass Protection 9A/' Porrections from Previous Inspections �8 . s Test -Meters Tagged, Gas -Electric yX /e0A_ 9,3 -"Water & Sewer Connected -C/O to Grade -HD Approval 9 Energy Compliance Certificate -Other Certificates 9 . Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: v NOTES RESIDENTIAL 028-440-045 PROCOPIO, JERRY 03-1851 PERMIT NO. — COYOTE MOON TRAIL, BANGOR NEW SINGLE FAMILY 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. --'FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1 5. JOB FINALED (Date) 2 Signature CHECKED BY Insulation Certificate BUILDING OWNER: BUILDING LOCATION: Description of Installation ROOF Material Thickness (inches) /0 V40 - C t�. BUILDING Ok./ i ro ­- Brand Name - Thermal Resistance (R -Value) CEILING Brand Name Batt or BlanloetType Thermal Resistance -(R-Value) Thickness (inches) Z' Brand Name Loose Fill Type thickness inches Contractor's minimum installed weight/h lb Minimum t Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) EXTERIOR -WALL �$�� Q� f->> Brand Name Material Thermal Resistance (R -Value) Thickness (inches) RAISED FLOOR Material Thickness (inches) SLAB FLOOR Material Thickness (inches) Width (inches) FOUNDATION WALL Material Thickness (inches) Declaration Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) �r w b Brand Name .1 -'9;ermal Resistance (R -Value) -- I hereby certify that the above insulation twand installed for new�resdentiagbuildat engs contained in Title 224 of the with the current Building Energy Efficiency California Administrative Code. General Contractor (Builder) ignarure and Title Sub Contractor (Insulation Installer) S igna=e and Tide License Number Z-9 —6� Date License Number IDED To THE NG THIS APPROVAL ANDCATE A COPY SHALL BE POSTED WITHIN THEIBUILDING DEPARTMENT JANUARY 1993 Date PRIOR TO FINAL INSPECTION q A - May 6, 2004 County of Butte- FINAL REVIEW Jurisdiction Application No.: 03-1851 LP2A Job No. 2040015-006 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Revisions to Procopio SFD Address: Coyote Moon Trail Dear Mr. Vieira: Linhart Petersen Powers Associates (LP2A) has completed an final review of the following documents: 1: Plans: Two (2) copies revised Plan Sheets 1 through 7 (7 total sheets) Title/Cover Sheet dated December 2003 by Keith Everett. One (1) copy previously approved plans and Calculations. 2. Structural Calculations: Two (2) copies revision dated April 14, 2004 by Dale Huber Engineering. Two (2) copies Retaining Wall dated January 14, 2004 by Dale Huber Engineering. 3. Prefabricated Roof Truss Calculations: Two (2) revised copies dated January 16, 2004 by Sierra Pre-Bilt Inc. The 2001 California Building, Mechanical, Electrical, Plumbing and Energy Codes were used as the basis of our review. Please note there are no further comments. Therefore, we are recommending approval of the above noted items with the following conditions: 1. Butte Co. shall verify that the correct amount of permit fees are collected for revised floor areas of house, garage and covered porches 2. Redline revisions as noted on plans Enclosed for your use are the above referenced documents bearing the LP2A plan review stamps along with the applicant's response letter. Please let us know if you have any questions. Thank you. Sincerely, LINHART PETERSEN POWERS ASSOCIATES Richard N. Ess nwanger I.C.B.O. Plans Examiner RNE:ag Enclosures: Cc: Alice Mefford: amefford@buttecounty.net LINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard - Citrus Heights, CA 95610 (916) 725-4200 - FAX (916) 725-8242 - Toll Free (877) 235-0653 1 and Bridgette I pio Poo/ Plan ."679 ' PL Orovi I le Bangor Hwy Coyote Moon CPO Trail 5e tic 5 stem Topography Note: Pool Location is f lat, level site.. No significant change to pool area. `88 22'10 �27' 110' 317' PL 220' 148 Sq Ft Homeowners to install County approved fencing per safety requirements 303. PL Plot Detail Jerry and Bridgette Procopio 40 Coyote Moon Trail Bangor, CA 530.679.1088 APN #28.440.45 Draft By R. Blake Not to Scale 640 ' PL u 200' PL _g��C), e3�,a2-.6,Z-3 BUTTE couNrr BUILDING DIVISION 1. Jerry and Bridgette Procopio Poo/ Plan Plot Detail Jerry and Bridgette Procopio 40 Coyote Moon Trail Bangor, CA 530.679.1088 APN # 28.440.45 Draft By R. Blake Scale 1/8" = 1 foot qr r Cant. edge + sides gas I cantilever w/ti x 2 Loc. t T SPA DETAIL 0=jet no overhead elec. 8 wall jets 4 footwelI jets 2 x 4' Sheer Descent 0 I yard drainage by owner O O O O 0 0 o O 4' Sheer Descent 18" RAISED BOND BEAM Dble Cut/No Rebound behind RBB ---11:1 4'0 Garage 4' 3 x LED On 24" RBB Spa, facing tbd Steps cantilever w/til i o 8' -24" O O o ° O O -21" p. ® °o 0 C ° O° ° ° O o o °10 0 ° 0- - 0 18" DamwalI Islate soillwav w/liol JCup Anchors �O 66 o i 20' 3'6 Topography Note: Pool Location is f lot, level site. No significant change to pool area. cantilever w/tile -------------------------------------------------� 3'6 existing deck 3:1 max. slo 1 16'6 A= ;i _ ` 4 � alarm door osleeve x 2 -16" -8" 0' 1Salt Finish w/ fibermesh 22'10 Name: Jerry and Bridgette Procopio Address: 40 Coyote Moon Trail City,Zip: Bangor, Ca 95914 Telephone: 530.679.1088 Work phone: GENERAL POOL SPECIFICATIONS Pool Size: 20'x 60' Perimeter: 166' Sq. Feet: 1165 Depth: 3'6 to 6'6 to 4' Volume: 36,697 gallons Filter: Hayward 525 sf. cart. Pump: Hayward N. Star 1 hp Pool Cleaner: Hayward Phantom + bstr Heater: Hayward 400k BTU Gas Line: 1112" Fill Line: Antisiphon Electric: inc. Remote: Aqualogic p8 Tile: Stnd Tbd Trim Tile: n/a Plaster Color: Pebble tec TBD Deck Size: 854 Sq Ft Deck Finish: salt w/ fibermesh Coping: n/a Mastic Color: n/a .Light: 3 x LED Maint. Kit/Tel. Pole: inc. Waterfall: 2 x 4' Sheer Descent Waterfall Pump: 3/4 H/P Booster Pool Purifier: Aquarite Extra Grading: n/a Fences Replaced: by buyer Tractor Type: crawler Conc. Removal: n/a Miscellaneous: Fafco solar system 65% coverage SPA Size. 8'x 10' No. of Jets: 10 custom jets waterways Booster Pump: Northstar- 11/2 Hp Damwall: 12" w/tiled spillway Controls: Aqualogic P8 PLAN APPROVAL Signature indicates owner's approval of pool, equipment location, elevations and all accessories listed hereon. Owner to install safety devices or fence to code. Date: Owner: ■ f A0 .Terry and Bridgette Procopio Poo/ Plan Plot Detail Jerry and Bridgette Procopio 40 Coyote Moon Trail Bangor, CA 530.679.1088 APN # 28.440.45 Draft By R. Blake Scale 1/8" = 1 foot Cant. edge + sides the O O 0 cantilever w/t x 2 Loc. t 1 y no overhead elec. 2 x 4' Sheer u 3 SPA DETAIL 0=jet 8 wall jets �—io —� 4 footwell jets 0 0 0 :ent 8' -24" O O 0 I 0 0 0 o° 0 -21" 0 Oa ° °0 0 0 0 0 - '0p0O O0 :L -Cu Anchors slate spillway w/lip 3 x LED On Remote and drainage by owner "X 4' Sheer Descent 18" RAISED BOND BEAM Dble Cut/No Rebound behind RBB - - - 1 4'0 3:1 max. slo f 6'6 A= gas Garage O 66 O 24" RBB Spa, facing tbd Steps cantilever w/til 15teps cantilever w/tile 0000 °°° ° 18" Damwall ° sleeve x 2 20' 3'6 Topography Note: Pool Location is flat, level site. No significant change to pool area. 3'6 existing deck 1 1 > -16" -811 0' Salt Finish w/fibermesh dra 22'10 Name: Jerry and Bridgette Procopio Address: 40 Coyote Moon Trail City,Zip: Bangor, Ca 95914 Telephone: 530.679.1088 Work phone: GENERAL POOL SPECIFICATIONS Pool Size: 20'x 60' Perimeter: 166' Sq. Feet: 1165 Depth: 3'6 to 6'6 to 4' Volume: 36,697 gallons Filter: Hayward 525 sf. cart. Pump: Hayward N. Star 1 hp Pool Cleaner: Hayward Phantom + bstr Heater: Hayward 400k BTU Gas Line: 11/2" Fill Line: Antisiphon Electric: inc. Remote: Aqualogic p8 Tile: Stnd Tbd Trim Tile: n/a Plaster Color: Pebble tec TBD Deck Size: 854 Sq Ft Deck Finish: salt w/ fibermesh Coping: n/a Mastic Color: n/a Light: 3 x LED Maint. Kit/Tel. Pole: inc. Waterfall: 2 x 4' Sheer Descent Waterfall Pump: 3/4 H/P Booster Pool Purifier: Aquarite Extra Grading: n/a Fences Replaced: by buyer Tractor Type: crawler Conc. Removal: n/a Miscellaneous: Fafco solar system 65% coverage SPA Size: 8'x 10' No. of Jets: 10 custom jets waterways Booster Pump: Northstar- 11/2 Hp Damwall: 12" w/tiled spillway Controls: Aqualogic P8 PLAN APPROVAL Signature indicates owner's approval of pool, equipment location, elevations and all accessories listed hereon. Owner to install safety devices or fence to code. Date: Owner: E.H. USE ONLY Lid Piot Ren Attach od { Floor Pian Attochad N Soni to 1 /D? TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance O tier Location AP# Plan Approved for: Sewage Dispos�i­�,_ Water apply: Public Private Well Clearance for dwelling. Other UA (� X11 Hold final for: Final clearance O.K. f qr: NOTE: �A-N () Vti Environmental Health Specialist 8/96 D2 Date I® SITE PLANZell • THIS PLAN HAS BEEN DRAWN IN ACCORDANCE WITH THE 2004 UNIFORM BUILP1NG COPE. 271 • DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. • FINISH GRAPE SHALL SLOPE AWAY FROM FOUNDATION AT A 2% MINIMUM 5LOrE FOR 5 MINIMUM. �,� ���.� �'001 4 ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE FOUNDATION GRAPE'REDWOOP, OR PRESSURE TREATED DOUGLAS FIR.` x I ALL FRAMING LUMBER SHALL BE #2 DOUGLAS FIR OR BETTER UNLESS NOTED OTHIERWISE &. d SHALL BE GRADE STAMPER. ) A aQ� f • ALL BEAM TO BEAM, BEAM TO POST AND POST TO FOUNDATION CONNECTIONS SHALL BE MADE WITH METAL CONNECTORS (UNLESS NOTED OTHERWISE). I �'°A `% �tl • ALL WINDOWS ANP EXTERIOR POORS SHALL BE WEATHER STRIP PEP. ` • KITCHEN & BATH VENT FANS SHALL BE EQUIPPED WITH BACK -DRAFT PAMPERS. p�"ma •I L CIRCUITS SHALL BE EQUIP- PEP QUIP ALL KITCHEN, BATH, LAUNDRY ROOM, GARAGE & EXTERIOR ELECTRCA C RIT St A PEP WITH GROUND FAULT CIRCUIT INTERRUPTER BREAKERS. ALL BEDROOMS SHALL HAVE i WINDOW WITH A NET CLEAR OPENING OF 5.7 5.f, WITH MINIMUM DIMENSIONS OF 20" WIPE OR 24" TALL. SILL MUST DE WITHIN 44" OF FLOOR OR WINDOW SEAT). Y • GLASS DOORS, GLASS IN DOORS, t� GLASS WITHIN 2 OF DOORS &GLASS WITHIN 15: OF FLOORS ANP ALL BATH TUB & SHOWER ENCLOSURES SHALL BE TEMPERED GLASS.y°t+rzc - -- 4 lry, • PUCTS WHICH PENETRATE FIREWALLS SHALL BE 26 ga. SHEET METAL TO THE APPLIANCE. } �'°IF -` • STRAP WATER HEATER TO WALLS WITH 2 STRAPS:1 WITHIN THE TOP 1/3 OF TANK & 1 IN THEt �,, 17 , OCA' , ,�. LOWER 1/3 ANP NEITHER WITHIN 4" OF THE CONTROLS. 1�' '""`'"' g • INCANDESCENT LIGHTS RECESSED., INTO INSULATED AREAS SHALL DE AFFROVEP FOR ZERO��- CLEARANCE INSULATION COYER. TITLE DATA The Certificate of Compliance for this house requires the following, and Insulation and Installation Certificates, m.ust.be compieted..shnwing. ritual, products. installed rad that they meet these requirements: Insulation Minimums: • Ceiling R38 / Wall R21 with house wrap / Floor Slab Glazing: Non-metal frames; maximum U-SHGC value: • 0.51-0.59 operable (NFRC labels required) • 0.49-0.63 fixed (NFRC labels required) • 0.48-0.64 sliding patio doors (NFRC labels required) • 0.55-0.65 hinged patio doors (default assumption for non-metal frame) HVAC: • ` Heating: Minimum AFUE of 78'(state minimum) • Cooling: Minimum SEER of 10 (state minimum) • Ducts: Minimum R4.2 Water Heating: • One gas storage, 50 -gallon maximum, CEC approved • Minimum Energy Factor of 0.61 • Demand circulation system with hot water recovery • R4 pipe insulation required on all 3/" or larger hot water mains I ­"'PROVEf k vi 701 o k v —NORT H— SCALE: 1" = SOI I ® PROJECT ADDRESS; cP-(a-TL Boo ® ASSESSOR'S PARCEL NUMBER: 2 -b -440-4F? L U Z LU 0 0 12/L DRAWN 5Y: K, EVERETT FKOJECT: 1w 1'l v SHEET OF O( 3t-c�Il STT 1 Mechanical equipment located in an attic is required to... have. a minimum 30"x30" access, a 22"x30" access may be used provided the largest piece of equipment can be removed through the opening. The.access is required to be within2-0' of the unit. A level 30" deep working platform is required on the control side of the unit. A 24" wide catwalk with a solid floor is required from the access to the platform. Provide a receptacle and a light at or near the unit with the light switch at the access. (UMC §307.31 1 24 X 36 PRINTED ON NO. 1000H CLEARPRINT • SHEAR WALL SCHEDULE AT ALI-EXTERIOR WALLS AND WHERE NOTED 3/8" CDX or OSB or 5/8" T-1-11 with 8d box or 6d common nails, 6" oc at' panel edges, 12" oc field. Studs at 16"oc max, (v=200plf) [2> 3/8" CDX or OSB or 5/$" T-1-11 with 8d box or 6d common nails, 4" oc at panel ed=ges, 12" oc field. Studs at 16"oc max. (v=300pif) HOLD DOWNS Simpson LSTHD8 or LSTHD8RJ (for rim joist application) with 24-16d sinkers into a DBL stud, edge nail shear to both studs. At foundation Use 8" concrete embedment with #4 rebar above the embedded portion. 1 69 1 A,0% NaitProperties Unless noted otherwise all nails are to be- common nails, 16d nails are always assumed 'to be 16d sinkers, Drawn Thi following nail properties are required: Job Diameter Wire Gage Length 6d Common, 0.1131, 11 1/2 2" 8d Bok 0,113 11 1/2 21/2" 8d Common 0,131" 101/4 21/2" 1Qd Common 0,148" 9 311 16d. Sinker 0,148" 0 3 1/4" 4 b 4b K tai D fA�, ,V44 ' l m TRu55 or<S ExTrnit7 5HEAf FRAME WALL To Rocs A 2t oc !/1 r w� 4- 6 T t 2° aLvl . 1° 7 x 1i (T=1825#0 Typiv64 r}tD General framing notes: _ - Cor"er Instflllaliaai : o}, 3 -ix ectlusAt gable end walls extend shear wall. typo and nailing to roof sheathing. , 1) <3> Sim son PHD2 with 10 -SDS /4"x3'" wood scl�:ws into a DBL or 4b Stud . I 2: e the love roof ;.' p with 1_ Y ) At California framed areas, full roof sheathing is re;qulr . d at _ e r edge nail shear to both studs. At foundation use Simpson SSTB16 (or i 3) Double studs used at hold downs should be nailed together with 16d at 6 oc.:; SSTBL16 for 3" mud sill) anchor bolt with 12" concrete embedment with 4p yy single pour foundation. If required, use connector nut and continuous l ! allthread to connect anchor bolt to hold down. (T;:;361 0#) , Q Pf 4 ,!�ti if, I t3AY W1N )Q til MTOOOLW w111d6' (and YLl Vr r ari;led_wails)_'lovice 3 Simpson LSTA 12 metal l Typical PkPJI la!latfq" a$ a HQIdoiMn= ( straps (1-1/41'xl?" } 1 at toy, i at nzidcfle and i at tw -.--0�M - bacto>.'il at'tiM1, NOW m t Pit toy Ar �jJ , Ko © - ; .lel I� /.n , { i 42.2 r i � ,. ,.::.... _ ...- «x.>,. ,, :rte ..-. - -us,.:,. ..... .,.•-. - __ ._ _.__ 3� 0 0 6�c .. i7iCriL" jj I 11'" 2 U l lea~ -Ii -I Gj�, L 5L F f �� —� P60ARD W1 G LCc�@ iZ11c�c - -11 _ ott Ff7t{r:t� it k OF I/J A LL f l1 i �1 _� . �' _ ;.. ► ,...: .. �. ' a in N _ l l ;< LA Aja�e-, ...�� M : r ..-'.,i VA 01.. .p.�...:.. _..... .. .. .. .., _::_ ._ .:.. ... .. (@ gg ' 1 LiiiitSJrALI 1 :, . ?;.; # uno` t ti L ! .., a i ,t7 :. ,; 1. �`r , $$ LJr� l —-3 if N��1t3ir # 4i i w N l-�ia $� H t44 Ur � o u . ; §. >.:_ ! { 4. S. ... .. .. '+' e c � , §tE PC > 'l >f { ,�'i : TIP to d �il,.,i;fi �? qq W.,l "I , 1 �, 17 > AII �J !t -._ .-.. .. .. ....:. ..: ,. _ ._. .._1 .. :. l : . D( t .. �'. ., 1 :..-„. v'.xee.,-_;T.._'„-s. .-�-`._.._-. �..__._. ., -,:�.` <!•'.. x ,. _..:....... d 8. , .. .-..._,_......... .,n.,^,K+_^S'.^.•. wwa,�.,.rw.a4--r_. .�T"."i r : j:u- y , (;' �.....�-w....�. ...®....,:...e......-.. #f a. .....:: - . Y`; a : �,i '4 (i +. r J � � � ! ,��°-�-, ��_ ,l',,.._, .--�%UJ}d%..�tak, ..,_ _..:_;. ,t ���.�.'. .. ,,� 131 s� B,„O 6"041 To 'GGC* .S �€ 2e EA J I TK lit S S G R f? �II Date Scale Drawn Job Sheet Of Sheets 1. - T BOND SEE NOTE TABLE 1 -REINFORCEMENT AND SHOTCRETE THICKNESS SCHEDULE BREAK DECK SLAB Column - Al A2 A3 131 B2 S3 C1 C2 C3 D1 D2 D3 TILE + SOII Category -� NORMAL' EXPANSIVE 2 EXP. WISL3 NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE EXP. W/SL MINIMUM REINFORCEMENT -11 ) "POOL DEPTH" IN FEET �_ i i; =€ W Pool Depth 5.0 ft. 5A ft. 5A ft. 6.0 ft. 6.0 ft, 6.0 ft. 7.0 ft. 7.0 ft. 7.0 ft. 8.0 ft. 8.0 ft. $,0 ft. ALL WALLS AND FLOOR L (AS MEASURED FROM 6" #3 @ 12" O.C. EACH WAY 6., TOP OF RETAINED SOIL) depth, ft. ab' _CT ab is ab is ab is ab is ab is ab is ab is ab Its 7 0,0 S ab is ab is is depth, ft. ° 12" 0.0 0 6 0 6 0 6 0 6 0 6 0 6 0 6 0 6 0 7 0 6 0 6 0 BOND BEAM REIN. 3 #3 BARS 0,5 (TYP. FOR ALL BOND BEAMS) 0,5 :. MIN. VERT. REIN. #3 @ 12" O.C., FOR t�'.a 1 ALTERNATE LOCATION OF 1.0 1.0 1.5 E.....� ADDITIONAL VERT. REIN. (REFERRED BOND BEAM BAR (TYP) 1,5 1j. -- TO AS ALTERNATE BARS [ab]) SEE '•=r L FOR ADJACENT 23"MIN. (TYPJ 2,Q 2.0 SCHEDULE, TABLE 1)'• HOUSE FOOTINGS o 0 ® 0 0 0 2,5 OR PROPERTY 2.5 _ 3.0 1 1 1 1 1 1_ 1 2 _ _ SHOTCRETE STEPS OR STANDARD HORIZ REIN. 3" MIN. (TYP.) LINES SEE NOTE 2 3 3,5 -- BENCHES AS NEEDED #3@12"O.C. i 4 DETAILfCANTILEVERDECFC 35 - 6 - - - 4.0 THICKNESS OF NOT ro SCALE SHOTCRETE (ts) 4.0 7 7 7 4.5 COPING EXPANSION JOINT 4.5 SEE TABLE 1 5 TILE 1„ 0 6 0 6 1 6 7 7 $ 6 5.0 I € : MAIN DRAIN, NOADDTL I 1 ADECK SLAB 5'0 9 7 7 5.5 7_ 6" FLOOR q ---- 3 E E' I E' ' THICKNESS REINF. NECESSARY 2' TO 5' RADIUS SEE I :I q..7 6 1 'i N. 6" 5.5 8 8 - - - - - - -1;1:, UNLESS DRAIN CAN IS RADIUS NOTE 14 I iW Ii: 6.0 0 6 0 7 1 7 _7 10 7 8 6.0 f _ _ USED. IF CANIS USED, 6.5 7 11 8 9 6.5 EXTRA TRANSVERSE REINFORCEMENT- BEND #3 AS SHOWN IN I �; ;' 7 i ;;-, a-: 1 6 1 6 1 9 8 10 7.0 #3-10' LENGTH SPACED ON 12" CENTERS "DETAIL K. {' �'- 6 - BETWEEN 7'0 9 11 7.5 BETWEEN MAIN BARS, CENTERED ON "tl3 $ = 7.5 TRANSITION (MAY BE ELIMINATED IF NO , "I I TRANSITION EXISTS) �).= 12" 8.0 1 6 1 6 2 9 8.0 6 l TOP of , FLOOR6 0 6 0 6 0 6 0 6 0 6 1 6 0 6 6 6 1 6 0 6 0 6 2 7 FLOOR 2 2I _ POOL FLOOR s,,': ! „l. -; TABLE 1 FOOTNOTES DETAIL A.- TYPICAL LONGITUDINAL SECTION Column E1 E2 E3 F1 F2 G1 G2 G3 3" MIN. {TY 1. For use with normal (cohesionless) soil MOIST CURE SHELL Soil Category NORMAL EXPANSIVE EXP. W/SL NORMAL EXPANSIVE P. W/ L NORMAL EXPANSIVE EXP. W/SL (see Note 1, General Notes). NOT TO SCALE FOR MIN. 7DAYs DETAIL C: COPI Pool Depth 9.0 ft. 9.0 ft. 9.0 ft. 10.0 ft. 10.0 ft. 10.0 ft. 11.0 ft. 11.0 ft. 11.0 ft. 2- For use with expansive (cohesive) soil or NOT TO SCALE normal soil retaining ascending 2:1 slope. depth, ft. ab t3 ab t5 ab tS ab tS ab tS ab7 is ab tS ab tS ab tS (see Note 1, General Notes) WATER 0.0 0 6 0 6 0 7 0 6 0 6 0 7 0 6 0 6 0 7 3. For use with expansive soil retaining an MANUFACTURE LID ascending 2:1 slope. TROUGH ALTERNATE EXPANSION JOINT 0.5 (see Note 1, General Notes) 24- 6" MAX 8" MIN. "POOL DEPTH" IN FEET 12" PLUMBING SCREW CAP, TO BE ALTERNATE: SELF (AS MEASURED FROM LOCATION EMOVED AS POOL OPENING POOL P UG F1.O 4. ab, Alternate Bars (# of vertical alternate 6 r TOP OF RETAINED SOIL) 4 I RAINED 1.5 reinforcing bars, in addition to #3 @ 12" Ksw "' _ MAX, D _ = 12" 2.0 o.c.). Extend ob bars to end of wall/floor - y AT I AT --e.`-- e -E-41 6"(TYP) 2,5 0 0 0 0 0 0 8 0 radius except as noted under FLOOR BEND DOWN T 2" GRADE 6" GRADE _I'I E BOND BEAM 1 2 3 2 2 3 3 3/ requirements, see note 6. 3" BARS 4"(TYP.j -3'0 - - 5.ts, Thickness of Shotcrete (minimum z4" z° 6" 3.5 MIN. �- shotcrete thickness, inches). MAX WATER 1 _i W MIN. BAR TO PUMP 6. Under "ab" column: MIN. TROUGH __ n3"MIN. SHOTCRETE BEND AS 4.0 I * & V FQ ��' 12 number indicates distance in feet I ALLAROUND SHOWN s OR OR --, --s ,: � 4.5 that alternate bars should extend ELEVATED ELEVATED 2-#3 E.W. RE2'.0 HYDROSTATIC 6 2 15^ _. --' g ..:: ,.... , RELIEF PIPE, 5.0 7 past the wall/floor radius. LAP #3 DIAGONALS -,- BOTTOM 12" 30" 54. 5.5 Under "ts column: PERFORATED. ORO _ _ _ 12" ® -6 0 - - 7 7 7 7 - number indicates thickness e *4' GRAVEL BASE ER POOL FLOOR. 6.5 7 7 8 6 8 7 7 7 8 inches of floor shotcrete where 3 - L (SEE NOTE 8 WHEN N ESSARY) 7 O 8 8 9 7 $ 8 7 7 8 alternate bars extend pas e 7 5 8 9 10 7 9. 9 8 8 g wall/floor radius. DETAIL D: ®R DETAIL H: 7. For the "Exp./w SI." soil category at the L COVER VAULT DETAIL E: SHEER DESCENT DETAIL F: LIGHT NICHE DETAIL G: SKIMMER ALTERNATIVE PRESSURE RELIEF SYSTEM 8.0 8 9 11 8 10' 9 9 9 10 10.0 and 1 1.0 foot depths, all alternate NOT TO SCALE NOT TO SCALE NOTTOSCALE 8.5 8 9 12 8 11 10 9 10 11 bars [ab], should be #4 bars. NOT TO SCALE NOT TO SCALE _ 9.0 _ 1_ 6 2_ _7 3_ 11 9 13 11 10 11 12 "POOL DEPTH" IN FEET VERT. REINF. SEE SCREW CAP, TO BE DRAIN CAN 9.5 72 1 11 12 13 *8" (AS MEASURED FROM SCHEDULE REMOVED AS POOL INSERT 10 0 2 7 2 9 3 11 11 13 14 [� 6" 10" IS DRAINED FLOOR REINFORCEMENT 10.5 11 13 15 SPACED 5" BARS MIN ` SOIL, SEEN TE 177) OPTIONAL CONE AS PER DETAILA 11.0 (OR 1-#4 BAR) BEAM PLACEMENT 6" (TYP.) 2 8 3 11 3 14 17 MIN. SOIL COVER 4- (TYP) FLOOR' 0 6 2 7 3 7 1 7 2 7 4 8 2 7 2 7 4 8 4.0' i `-:,�' 2.0' -'-' 1 "OVER DRAINAGE 4.0' 6" a- 3" (�.) MAX. 64 i COMPOSITE MAX. MAX. I + DEPTH ''-I TYPICAL SPA - 1 0 �� E NOTE 18 FOR WHEN WALL TO PUMP-- GENERAL�� REINF. #3 @ 12" __ ; `• 12" DRAINAGE IS NECESSARY I -,- O.C. E.W. �- II 1�„' ® �2-#3 BARS BENT AS 1. Normal soil assumed to have the following properties: I between the pipes and any parallel reinforcement. If metal piping is used and 4,. - i i I ,[; €- I a DRAINAGE COMPOSITE SHOWN EACH WAY AND is laced in shotcrete, it shall be wrapped with visqueen or heavy brown paper, i 18" Equivalent fluid pressure= 35 pounds per cubic foot (PCF) P pp q y p p except where it asses perpendicularly through the shotcrete. I 2 12" 3"O PERFORATED DRAIN PIPE 2" DIA. HYDROSTATIC -]- LAPPED 18" WITH FLOOR Unit Weight = 120 PCF p p P p y 9 I REINFORCEMENT, MIN. 3" I I \7 , WRAPPED W/ DRAINAGE RELIEF PIPE, BOTTOM 12" LLL Expansive soil assumed to have the following properties: 110. walls. aillsshall have minimum bearing value of 1000 psf, 1500 psf for freestanding _ ® I CLEARANCE FROM EARTH. I wal - €_h= 6"MIN. ._ COMPOSITE FILTER FABRIC PERFORATED. Equivalent fluid pressure = 50 PCF - ere a on or i native undisturbedsoil. AND SLOPED TO DRAIN BY 114 - 1 DRAIN ROCK d I d t h the following I Unit Weight 125 PCF 3 GRAVITY 24"SCd. 111 Shot to shall be placed against firm afve -• � _- Expansive soil retaining an ascending slope assume o have in 112.If expansive soils (clays) are encountered, the sides and bottom of the poo FLOOR REINF. ORO properties: 1 excavation must be in moist condition immediately prior to placement of CONT. FROM ELEVATED SPA OPTION e IF LOWER BOND BEAM IS USED, ER BON BEAM IS 4" GRAVEL BASE UNDER POOLFLOOR. Equivalent fluid pressure = 85 PCF shotcrete. I TAILS 18 IN. LAP SPA TO POOL MIN. 18'W/ LOWER REINF. (SEE NOTE 8 WHEN NECESSARY) Unit Weight = 125 PCF {EITHER DIRECTION, g 113.If ascending slopes greater than 2:1 are encountered, the engineer should be UP OR DOWN) *IF GREATER THAN E" WALL THICKNESS IS REQUIRED FOR DETAIL K: The above stated equivalent fluid pressures for the indicated soil types are I contacted before proceeding. DETAIL I: SPA AESTHETICS OR PLUMBING, A DOUBLE CURTAIN REIN. * assumed values. Actual lateral earth pressures can vor . Unless stated in I DETAIL �; RAISED BOND REAM *HYDROSTATIC PRESSURE RELIEF SYSTEM ° y 14. Minimum radius for wall to floor transition for straight walls is as follows: NOT I SCALE CONSISTING OF #3 @ 12" O.C. EACH WAY SHOULD BE USED NOT TO SCALE writing, no on-site geotechnical analysis was performed by our firm. We are I NOTTOSCALE qualified to provide geotechnical consultation an this project if desired. I Death, ft. Min. Radius, ft. Depth, ft. Min. Radius ft. I 5.0 2.0 7.0 4.0 10" MIN. 2 -For adjacent structures: For footing distance (L) away from pool edge, add the I 6.0 3,0 8.0 5.0 +- �^ OPTIONALROCK following increase in depth to the pool when determiningreinforcement and "POOL DEPTH" IN PLACEMENT shotere e requirements from om TABLE 1. I Exception: For pool walls up to 9.0' in height, the above minimum wall bottom radii may be reduced up to 2.0' at any location if either of the following pool F (AS MEASURED I * - L=0 to 1.9 ft., add 3.0 ft. to pool depth I layout conditions exist: 2.0' POF *24" I _ - 24 3" L=2.0 to 4.9 ft., add 2-0 ft. to pool depth 1 a Curved freeform walls that have a plan radius of 10' or less. WATER FEAT I ' "POOL DEPTH" IN FEET MORTAR MAX VERT. REIN. L=5.0 to 7.0 ft., add 10 ft., to pool depth I ) POOL DEPTH"IN FEET MAX. f ROCK ON TO #3 6"O.C. VERT. b) For straight walls if the location is within 8.0' of a pool corner. p 6. (AS MEASURED FROM `/ I (AS MEASUR @ HORIZ. REINF (For example, if the pool is 6.0 ft deep, use the B.0 MX• TOP OF RETAINED SOIL) "� �f a T. - P'RETAINEDSOIL) POOL WALL I 3" #3@12" ft. steel schedule to build the pool.) All iternate bars should extend to top of bond beam 115. All electrical shall be securely grounded before shotcrete is placed. 6" o e C I ]) s Cement oaggregate,n sta e n local laws an codes shall befollowed. ® .R IZ.REIN. 2.0'-6.0' 3 Shotcrete (wet or dry [commonly known as gunite]) shall be proportioned and 16 All applicablet d I I d MAX. placed according to U.B.C. section 1924 and AC j17.The design assumption was made that the pool is empty all of the time, #3 2" O .. _ i. 1 dry weight shall not be less than five to one I consequently any combination of pool depth and raised bond beam may be 9 Y 4. Design based on 28 day compressive strength of 2500 psi. I utilized as long as the maximum 11.0 foot depth of the plan is not exceeded C __ 2 ii is MAX.I #3@12"O.C.E.W. TIS 5.Reinforcement steel shall meet ASTM A615-40. Lap splices shall be at least 40 (for example, a 4.0 foot raised bond beam and a 6.0 foot deep pool would a _ o schedule). 12" O.G. E.W. --1 v U.B.C.ections 190 191 and 1924 shall be used as a a ;�"- ;•-=-( barsis 2.5").be sharp Amin 8 iftilthe rased bondbeamportion exceeds 2.0' and serves as a retaining wall diameters.bar All bends shall clearance between parallel rein. I ....I I 2.0' MIN. 118.1f (8.0- MAX.) ' uideline. I for soil, the raised portion should have wall drainage installed as shown to 3.. ! 8" e .- ^- * FOR GREATER HEIGHTS, -' ) EMBEDMENT 9 E --,i�: fit::: 6. In areas where the steel reinforcement is forced together due to curvature of I prevent build-up of hydrostatic pressures. EER SHOULD BE 3 I?..; (SEE NOTES I[=E 3 I " 19&20 the wall, 1- 4 bar ma be substituted for 2- 3 bars in order to maintain the 119.For freestanding wall applications, the base of the freestanding wall should sAn '.'_.`" minimum 2.5 inch s Pacin g' extend into firm native soil (min. 1500 psf bearing) a min. of 2.0'. If this 18" LAP 7. For areas where a ram has been excavated and backfill is not compacted to a should be 4 normal pool excavation,engineer €. minimum of 90 percent of the maximum dry density of the ASTM D1557 I contactede oreproceeding. o n is not accomplished in before WATERFALL ® NOTCHED EONS RE, ROCK ON BOND BEAM 1---- ; �-j �= i Compaction Test, reinforcement should consist of #3 bars at 6 inch centers, each NOT TO SCALE ::j 1'E'"`" I way /both horizontal and vertical The extra horizontal reinforcement should 120. Site conditions that require the use of a freestanding wall usually involve NOTTO SCALE NOT TO SCALE---- : Y ( )' DETAIL L. ROCK WATER FEATURES DETAIL M: FREESTANDING ALL construction w i the gaol on s less than 7 feet horizontally from the face of a near a descending slope. If the base of the extend 3 feet past the edge of the ramp excavation on either side. Shotcrete cover over the reinforcement on the outside of the pool should be increased l freestanding wall excavation s NOT TO SCALE NOT TO SCALE (SEE NOTE 20) from 3 to 4 inches. I descending slope then the engineer should be contacted to determine in writing if site specific soil investigation is warranted. 21.n 8.If seepage resulting in ponding water is encountered in the excavation during y condition not specifically covered in this plan or unusual conditions 7" construction, hydrostatic pressure relief and 4" thick clean gravel base (1/4'-1") i e t(SEETABLE2) shall be installed under the pool floor. ncoutered during excavation shall be brought to the attention of our office t(SEETABLE2) �{ - _ :{. 9.Up to 2 inch diameter pipes may be placed in the lower outside corner of the I before proceeding. VERT. a£HQR.REIN. THIS -_'T bond beam provided a minimum of 1.5 inch clearance is maintained (cont.) 122.PIAN IN COMPLIANCE WITH 2001 CALIFORNIA BUILDING CODE. SIDE #3 @ 12" O.C. HORIZ. REIN. _I;j' D = DEPTH OF LOOSE VER N. THIS #3 @ 12" O.C. VERT. 8 HOR. RE TABLE 2 (SEE TABLE 2) O IADlIQUATE SOILL) OR K 3` THIS SIDE #3 @ 12" O.C. VERT. REIN. THIS 4" VANISHING EDGE WALL SCHEDULE SUPPORT. FOR MAX " I - ® �"Blake EACH WAY SIDE (SEE TABLE 2) 3" DEPTH SEE TABLE 3. ! STANDARD H WALL HEIGHT VERTICAL t HOR. REIN. THIS 2.#3 6" (8'0, H, ft. REINFORCEMENT (in.) SIDE #3 @ 12" O.C. BUILDING 9q 9 MAX•) REIN. THIS VERT. REIN. ()FESS/ D IV 37 _ SIDE 12" D.C. 2.0 #3 12" O.C. - '- . �� a11/'d ri J rAvenue SWIMMING 0POOL I 3.0 #3 @ 12" O. 9 H H SEE TABLE 3 �� @ 3" (TYP.) (8.0' MAX) (8.0' MAX.) RADIUS I 1:--- ��� AN P v - acre ent ' CA 95820 ---- 3" (TYP.) RD' 4.0 #3 C. 9 MAX. SEE NOTE 14 6"1 } M 5.0 2" O.C. 9 AVATION 3� Oi i `- HOULD EXTEND 2 - #3 @ 6" O.C. 10 2.0' MIN. {' DOWN VERTICAL FOR c.7 No.44619 rr d� "y�+J ' _.. _.. #3 @ 6" O.C. 11 L.%_ 0' A MIN. DEPTH OF 2.9 Ex 3/06 /// REINFORCEMENT '; i: 2.0' MIN. $.0 6" O.C. 12 CARRY 6" CENTERS 9" I '; 4" ELOW LOOSE SOIL. P• Ar VERT. & BOR. REIN. L� ff±%J.J:; OF VERT. REIN. TO 5" ( E NOTE 19) FOR TROUGH [;; _ 3.0'PASTRADIUS THRU %9 CIVNI\@ /*� ` DETAIL #3 @ 12" O.C. -�..:. -ii- / 2 - #3 " ® 6„ RADIUS � , "_ T �LE 3 �� QF CA�,F�� j� ✓� 1 r.:.:.; #3@ 12^O.c., _ FREESTANDING LL SCHEDULE(FOR RESIDENTIAL CONSTRUCTION ONLY) 18' LAP EACH ENDT--f POOLDEPTH MAX ERTICAL H, fit. M ft D REI V ORCEVENT i5i4.0 :EA:.::::;xr` ,.`r�Nllµ;,:.� I h I. PLANS®T�OALIDtANLESSI�EARI�IG 3.0' MAX. :... T E E g" 5.0 3 #3 2" O.C. CORPORATE OFFICE DESIGNED BY: Neil O. Anderson MAX. 6.0 4 #3@1 O.C. AIN ORIGINAL �Ll1E SIGNATt1RE NEIL ®" ANDERSON 902 INDUSTRIAL WAY VERT. $ BOR. TROUGH :._; '�✓ 6" REIN. #3 @ 12" O.C. #3 @ 12" O.C., 7.0 6 #3 @ 6" O.C. AUTH. SIGNATURE s: DRAWN BY: RMC / JK LAP EACH END AN D ASSOCIATES 240 E MIN. 24" 8.0 6 #3 @ 4" O.C. NEIL ANDERSON LORI, CA 95 6E - € s ms's € €.'. I I' : - GEOTECHNICAL ® ENVIRONMENTAL • GROUNDWATER DETAIL N. VANISHING EDGE ROB H®LMER PHONE: (209) 307-3701 DATE: January 4, 2005 REVISED: 2/25105 � "• -1'-0"--I DET ®: FREESTANDING WALL Is®R INADEQUATE SOIL SUPPORT INSPECTIONS &TESTING ®LABORATORY SERVICES NoVANI H NOT TO SCALE NOAH SMITH POST TENSION DESIGN • POOL ENGINEERING FAX: (209) 333-8303 PLAN 24.0 DRAWING# 1 of 1 www.noonderson.com �1