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063-040-051
't .r 63-04-5,1� ` -- y tPatricia K. Hall (Doe) Eq pri.rd.,app.800 N.of pri.rd.,app. ,: l} 2400'E.of Schott Rd.,app.3400'S.of Doe 11 Rd., Forest Ranch %rmit 593-77B P E(new single family) 63-04-51 Permit #6856` 8B(1 st. renewal) SF 63-04-51 E Permit #6663-7' ,P,E,M(addition/SF) , a • 3 s'; - -04-51 Permit#1744-80B(2 d renewal/i593- L _ _ �I' + 63-04 1 Permit #2210-81B . rd renewal for permit'#5593- 63-04-51 Pe rmi- 2372-81B(1st renewal/6663- 7 9,� 063-040-051 04-1520 SOLDA, SHARON & DONALD 15171 SIWINI RD, FOREST RANCH Cont: GREENE ROOFING ADD 2 BD,FAM RM & LAUNDRY B07-2648 063-040-051 MISCELLANEOUS Ag Exempt BARN (30 X 30): STORE TRACTOR, Ti 15171 SIWINI RD GRUENEWALD, JANET i M�T -�� m MMM BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE M (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netlidds 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 the Business and Professions Code, and my license is in full force and effect. License Class : Q Lic$r4Number.4.1'A Z- 7S-5- Date: SS Date: /0//14 /D 6 Contractor: 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 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 Stale License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit. subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): O 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 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.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION 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 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 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 #: MIT -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 workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comp) with those provisions. Date: �� i $- -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- — — I hereby affirm that there is a construction lending agency for the performance of the work for which this.permit is issued (Sec 3097 Civ.) Name: Address PiMM9• Issued Date: 10/14/2005 APN: 063-040-051-000 Site Address: 15171 SIWINI RD FRN Map Index: Description: BLT W/O PERMITS LVNG RM, SHADE CVR, DECKS, BALCONY Owner: LSPI EXCHANGE CORPORATION 20 SOUTH SANDTA CRUZ AVE., STE 300 LOS GATOS CA 95030 (800)332-1031 Applicant: SOLDA, DONALD & SHARON 15171 SIWINI ROAD FOREST RANCH, CA 95942 Contractor: CONCEPTUAL CONSTRUCTION INC. DBA CONCEPTUAL TECHNOLOGY P.O. BOX 2807 SANTA ROSA CA 95405 (707)292-7161 License #: 322755 Architect: Engineer: Total Square Ft: 1216 S. F. Valuation: $79,040.00 Census Code: nits hereby issued L?dertl applicable provisions, of the Butte County Coda andlor iritodowofkin is d ab ve for which fees have been paid. - { / Date: AQ EXPIRES ON: l� I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the Californla 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 out 9dzed agent of the o agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance oany officio m or document of t C nty. I hereby authorize representatives of Butte County ttof enter upon the above mentioned property for inspection purpose , Print Name: AaGCT?-- �i�.utlrsiJ�'�f:,d Signature: Date: 0 Owner ❑ Contractor 13Agent for Ownergent for'Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 -A- to PERMIT NO. o4/S�-U BP DATE: APN: /O ZONING:/)! J // OWNER'S LAST NAME: OWNER'S FIRST NAME: PHONE a S h(k V-0 11 + b ()TI 6 STREETADDRESS: FAX CI , ZIP: 0r'2S 4 �'.asa uSS E-MAIL: r` r SITE ADDRESS: CITY, ZIP: r est- VI al C./A - NEAREST CROSS STREET: TRACT/LOT S APPLICANT NAME:PHONE: S)'1Gt i�0 v) S 0 (� (r�30 STREET ADDRESS: S FAX o t'FS-� "R a-yxc S s vl .� ,�I..� CONTRACTOR NAME:PHONE: W h fDoYl + 'Shay-oY7 So (C( S3 6- 2A- y U STREET ADDRESS: �i CITY Z5 S� ►"\r , ^ ^ G. W IL LICENSE NUMBER: LICENSE TYP ARCHITECT/ENGINEER NAME: S -- 06 7 STREET ADDRESS:AX "s (c�� 530 sq!( - CITY ZIP: ; u /LICENSE(vtB0,1 (� E-MAIL DESCRIPTION OR SCOPE OF WORK: ' 4 2 r� Y i� S C; �r •�O Co � � C.�erc LJVI.IG,2pe.q W WQ4P 4*040t,LA40 DFGIG S44ApE G.0VEw2$ DEUC Opj:- FML mow( Structure Built without permits "22"7 ❑ Proposed Change of Occupancy (note previous use) 47 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 fees will be required. 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. For office use only: Notes: Application Received by:� Date: 5%3-4/0 4 Receipt number: [l-LPj(o S Amount Received: 3e t' . 4-(,= :, � �,, Pars � �' ��j,�`a+ f TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance f E.H. USE ONLY Plot wap kttachad Floor wan AtaacMe Seat to B.D. / y-� aL' 4 Ow`ner Location AP# Plan Approved for Clearance for : Sewage Disposal dwelling. Other Mr%�I rinn►nnr-o it K Me- Water Supply: Public Private Well ` Environmental Health Specialist Date 8/96 �� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �a I- o,a ASSESSOR PARCEL NUMBER QC- 5 Cl �' r 4 iVlNG. WRH0lJo&_U,1D'DE:Gt( Proposed Building Use: A r,r� 2 B CQ, FA h I f. j � 1A e./ Counter Technician: ��� �' Date: Items required in order to apply for 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. 0 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 faxes! 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. D 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. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner a.) ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. D 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by _ ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ I have been informed of the above items and requirements for obtaining a building permit. / Applicant Date: sally U y 1. Index permit application. fort ov ' s n , b ed: . Plan Ch(c Lette 2. Additional items required Contractor design�owas a e above data y one, ail ❑ counter, by Date: -7 D Fky,Ar�ti` e ��Contractor, designas advised of the ab adat by,. phone, ❑mail, ❑cou a Date:11Plans reviewed byDate: Plans approved by: Date: Tit Structural reviewed by: Date: OP Structural approved by: Date: lvo Note transfer by: Date: Yellow: Building Division �� ° 20. Erosion Control Plan Required...................................................... .... ........ es as shown on the attached Schedule of Fees Due Sheet.... ..., QS ❑ 22. City of Chico Plumbing permit............................................................. ...... z 23_ alifornia Department of Forestry plan approval Jp paid. Sent liy: : J_ .arming approval (A) Use: (B)Parkirig:, (C) Parcel Check: Q ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... � y 26. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... _ 31. Owner -Builder Verification ( ✓Given to owner, _Mailed to owner) ..................... ❑ •.r 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits......................................................... , ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check 'to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone !+ • 3 4 v9 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. / Applicant Date: sally U y 1. Index permit application. fort ov ' s n , b ed: . Plan Ch(c Lette 2. Additional items required Contractor design�owas a e above data y one, ail ❑ counter, by Date: -7 D Fky,Ar�ti` e ��Contractor, designas advised of the ab adat by,. phone, ❑mail, ❑cou a Date:11Plans reviewed byDate: Plans approved by: Date: Tit Structural reviewed by: Date: OP Structural approved by: Date: lvo Note transfer by: Date: Yellow: Building Division �� ° � ` •� •CHI/C RECORDING REQUESTED BY Mid Valley Title & Escrow Company AND WHEN RECORDED MAIL TO: LSPI Exchanne Corporation 20 SO. SANTA CRUZ AVE., = 300 IDS GMM, CA- 95030 2005-0058261 Recorded I RE FEE 13.00 Official Records I TAX 302.56 County of I ON= Jt . eSRUBBS I County Clerk -Recorder( I I JC 09:00019 Z7 -Sep -210 I Page 1 of 3 Above This Una for Reonrders Use Only A.P.N.: 063-040-051-000 File No.: 0401-2068637 (TB) GRANT DE j 3 The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $302.50; aTY TRANSFER TAX $0.00; SURVEY MONUMENT FEE $ ] computed on the consideration or full value of property conveyed, OR ] computed on the consideration or full value less value of pens and/or encumbrances remaining at tine of sale, X ] unincorporated arra; I ] City of Forest Ranch, and FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged, Donald Francis Saida and Sharon Wynn Saida, husband and wife w•: ;5 ... _. . ! 3. hereby GRANTS WLSPI Exchange Corporation, A NEVADA CMWaRATmCs the following described property in the City of Forest Ranch, County of Butte, State of California:'. PARCEL I: _ LOT 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON 3UNE 16, 1971, IN BOOK 37 OF MAPS, AT PAGE(S) 99. EXCEPTING THEREFROM ALL MINERAL RIGHTS AND THE RIGHT OF INGRESS AND EGRESS, AND THE RIGHT TO CUT TIMBER FOR USE IN MINING, AS RESERVED IN THAT CERTAIN DEED FROM M. SCH07T TO E. GAGE R E. W. GATE, DATED AUGUST 14,192S AND RECORDED AUGUST 20,192S, IN BOOK 213 OF DEEDS, PAGE 193, BUTTE COUNTY RECORDS. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER A STRIP OF LAND 60.00 FEET IN WIDTH, LYING 30.00 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED ROAD CENTERLINE: Mail Tax Statements To: SAME AS ABOVE A.P.N.: 063-040-051-000 Grant Deed - continued File No.:0401-2068637 (TB) Date: 09/08/2005 BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. R M., AND THENCE FOLLOWING ALONG THE SOUTHERLY BOUNDARY LINE THEREOF, NORTH 89 DEG. 27'00" EAST FOR A DISTANCE OF 698.81 FEET TO THE TRUE POINT OF BEGINNING FOR THE ROAD CENTERLINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, LEAVING SAID SOUTHERLY BOUNDARY LINE, NORTH 3 DEG. 46' 07- EAST FOR A DISTANCE OF 274.00 FEET; THENCE NORTH 1 DEG. 14' 38- WEST FOR A DISTANCE OF 416.37 FEET; THENCE NORTH 15 DEG. 16' 53- WEST FOR A DISTANCE OF 193.81 FEET; THENCE NORTH 4 DEG. 49'53" WEST FOR A DISTANCE OF 460.44 FEET TO A POINT LOCATED IN THE NORTHERLY BOUNDARY LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER AND THE END OF SAID ROAD CENTERLINE. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN PARCEL I, ABOVE DESCRIBED. PARCEL III: AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES TO BE USED IN COMMON WITH THE OTHERS HEREIN, OVER THE NORTHERLY 60.0 FEET OF LOT 1 IN SECTION 17, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M., AND OVER THE NORTHERLY 60 FEET OF LOT 4 IN SECTION 16, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M., AND OVER THE NORTHERLY 60.0 FEET OF LOT 2 IN SECTION 17, TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M:, LYING, EAST OF DOE MILL ROAD, AND ALSO KNOWN AS SCHOTT ROAD. Dated: 09/08/2005 Y • • • .mom: rm 'i A.P.N.: 063-040-051-000 STATE OF Grant Deed - continued File No.:0401-2068637 (TB) Date: 09/08/2005 On q ` 2--L — CS- before me, S personally appeared t�3 QC � fro n e- i S_ S7/�/�vc. �- c n 17 personally known to me (or proved to me on the basis of satisfactoryevidence) to be the person(s) whose name(s) is/ane subscribed to the within Instrument and acknowledged to me that he/she/they executed the same In his/her/their authorized capacity(les) and that 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 sea). Signature My Commission Expires: -3 / e,9 NotaryName: D//44)V4, [.)r 11Ia.. S Notary Registration Number,= Th/s area for oflU91 notarial seal D4WNA W1L1lAN6' C X ndift e 9 15690,'!0 Nokxy RbYc - C 001nio BWte county Qon*n Ma 1$ 3WP Notary Phone: County of Principal Place of Business: Oct 14 05 09:40a Lora Estabrook 707 521 2105 P.1 Aftt.v�e State OI California ONTRACTORSSTATE LICENSE BOARD �� ACTIVE LICENSE ,,....,.,.322755 CORP ro� CQNCEPTUAL CONSTRUCTION INC DBA CONCEPTUAL TECHNOLOGY C70 8 0b/3U/2U0b (7G7) 292- 711/ �� pl.00l 9/28/05 To Whom It May Concern: This letter is to notify Butte County Building/Permit. Department that Donald F. Solda and Sharon W. Solda authorize transfer of our building permit application for property located at 15171 Siwini Road Forest Ranch California. Transfer to LSPI Exchange Corporation or current property owner/contractor. Sharon Solda Donald Solda JANET GRUENEWALD 925 45TH AVENUE OAKLAND, CA 94601 - Monarch Laboratory, Inc. Sample ldentification: 15171 SIMMI RD Date & Time Taken: 01AW2006 311006 a900 Collected By., ROGER G Sample Matrix: Liquid Received. 01/1312006 Client- GRUENE Other Data: 1-1 563 EAST UNDO AVENUE CHICO, CALIFORNIA 95926 PHONE (530) 343-5818 Page 1 of 4 TEST REPORT: 234486 OKE vse' �f--C Report Date: 0112712006 ,2pO c/ / 5ZD Analytical Details for Sanwle 234486 06 3-e�(1-0 �0�r Results for Sale 234486 CAS Method Bottle Analyzed By Parameter Result Unit MAL 301 Aggressive Index 8.3 AMVA V.18,No.3, 1992 01/1712006 302 Langlier @ 20 c -3.78 mg1L 01/17/2006 303 Langlier @ 60 c -3.03 mg/L 01/14/2006 304 pH, Drinking Water 5.8 SU 0.1 305 Temperature, Drinking Water 12- degrees C 01119/2006 306 Acidic Turbidity, Drinking Water 0.13 NTU 0.05 307 Alkalinity, Drinking Water 31 mgtL 2.0 308 Bicarbonates, Drinking Water 38 mg/L 2.0 , 309 Carbonates, Drinking Water <1.0 mg& 1.0 310 Total Hardness, Drinking Water 20 mg/L. 0.030 311 Specific Conductance,Drink Water 69 umhos/cm 1.0 112 Calcium, Drinking Water 3.6 mglL 0.010 )13 Magnesium, Drinking Water 2.8 mg1L 0.002 114 Potassium, Drinking Water 0,55 mglL 0.02 315 Sodium, Drinking Water 1,7 mglL 0.010 116 Sulfate, Drinking Water <0.45 mgfL 0.45 317 Chloride, Drinking Water 3.0 mgtL 1.0 Analytical Details for Sanwle 234486 Parameter CAS Method Bottle Analyzed By 101 Aggressive Index AIAWA Asbestos -Cement 0111712006 DLS 102 Langlier@ 20 c AMVA V.18,No.3, 1992 01/1712006 DLS 103 Langlier@ 60 c AVMA V.18,No.3,1992 01/17/2006 DLS 104 pH, Drinking Water EPA Method 150.1 01/14/2006 JBS 105 Temperature, Drinking Water EPA Method 170.1 01/13/2006 DC 106 Acidic Turbidity, Drinking Water EPA Method 180.1 01119/2006 DLS 107 Alkalinity, Drinking Water SM 23208 01117/2006 DLS 308 Bicarbonates, Drinking Water SM 23208 01117/2006 DLS 309 Carbonates, Drinking Water SM 23208 01/1712006 OLS 310 Total Hardness, Drinking Water SM 2340B 01/17/2006 DLS 311 Specific Conductance,Drink Water SM 2510 B nimst7nnR M c ®� .sallow Env Monarch Laboratory, Inc. 563 EAST LINDO AVENUE CHICO, CALIFORNIA 95926 PHONE (530) 343-5818 Page 2 of 4 TEST REPORT: 234486 Doikle Data for Sanwle 234486 Bottle Derived in Lab From #01- OTHER #02 - PREPARED BOTTLE, PLASTIC 50 ML, HNO3 01(50nL) uality Assurance for the SET ujM Saumle 234486 Sample Description Anahfical Details for Sammie 234486 Unit % Acidic Turbidity. Drinking Water (Analyzed: 01n9rM 1200 DLS Verified: 011192006 15:27 DLS) Parameter CAS Method Bottle Analyzed By 012 Calcium, Drinking Water SAA 3111 B 0111712006 DLS 013 Magnesium, Drinking Water SAA 3111 B '01/1712006 DLS 014 Potassium, Drinking Water SM 3111 B 0111712000 DLS 015 Sodium, Drinking Water SM 31118 0111712006 DLS 016 Sulfate, Drinking Water SM 4500 SO4-C,D,E 0112512008 DLS 017 Chloride, Drinking Water' SM 4500 -CL -B 01119/2006' JBS Doikle Data for Sanwle 234486 Bottle Derived in Lab From #01- OTHER #02 - PREPARED BOTTLE, PLASTIC 50 ML, HNO3 01(50nL) uality Assurance for the SET ujM Saumle 234486 Sample Description Result Value Unit % Acidic Turbidity. Drinking Water (Analyzed: 01n9rM 1200 DLS Verified: 011192006 15:27 DLS) Specific Conductance.Drink Water ( Analyzed: 01n52006 1100 DLS Verified: 011172006 11:19 DLS) Blank 0.034 urnhos/cm NTU Standard 76 71 Standard 0.84 0.80 NTU 105 Standard 8.2 8.0 NTU 103 Standard 17 18 NTU 94 234486 Duplicate 0.13 0.13 NTU 0 Calcium. Drinking Water (Analyzed: 011172006 1100 DLS Verified: 01n72006 15:03 DLS) Standard 250 250 MWL Standard 1.0 1.0 nVL 100 Standard 5.0 5.0 mg/L 100 Standard 20 20 mg/L 100 Standard 50 50 mg/L -100 234378 Duplicate 30 30 mg/L 0 234378 Spike 16A mg/L 108 234378 Spike 15.4 mg/L 106 LCS 33.1 30.8 mg/L 107 Chloride. Drinking Water ( Analyzed: 01/192006 1600 JBS Verified: 01/192006 16:28 DLS) Standard 1020 1000 mg/L 102 234378 Duplicate3.0 3.0 nVL 0 Specific Conductance.Drink Water ( Analyzed: 01n52006 1100 DLS Verified: 011172006 11:19 DLS) Blank . 0.8 urnhos/cm Standard 76 71 umhoslcm 107 Standard 370. 353 umbos/cm 105 Standard 1400 1412 umhos/cm 99 234286 Duplicate 240 240 umhos/cm 0 Carbonates. Drinking dater (Analyzed: 011172M 1300 DLS Verified: 01n72006 15:02 DLS) Standard 250 250 r9iL +.00 234489 Duplicate <1.0 <1.0 mglL Bicarbonates. Drinking Water ( Analyzed: 011172006 1300 DLS Verified: 011172006 15:02 DLS) Standard 250 250 MWL 100 234489 Duplicate 33 32 mg/L 3 Potassium. Drinking hater. (Analyzed: 01117rM 1100 DLS Verified: 011172006 15:02 DLS) Standard n fin n xn —A . nn z%! Monarch 563 EAST UNDO AVENUE CHICO, CALIFORNIA 95926 Laboratory, Inc. PHONE (530) 343-5818 Page 4 of 4 TEST REPORT: 234486 uality Assurance for the SET with Samele 234486 Sample Description Result Value Unit % pH, Drinking Nater ( Analyzed: oin4rAffi ISM JBS Verified: 011 21= 09:49 DLS ) Standard 10.1 10.0 Su 101 234488 Duplicate 5.8 5.8 SU 0 LCS 7.0 7.0 SIJ 100 Bottle Tracking for Sample 234486 Bottle M 01 OTHER 01113/2006 12:54 DC 01/1312006 12:54 DC Bottle f: 02 PREPARED BOTTLE. PLASTIC 50 AVL. HNO3 0111312006 12:54 DC 01/1312006 12:54 DC The water is classified as soft and aggressive on metal pipes and fixtures. Evaluate using CPUC (or equivalent material) pipe for plumbing to rrrnirrize the aggressive chemical reaction with metal pipes. BUTTE_ COUNTY SCHOOLS IMPACT.FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number ' �i Q'(/�� Jurisdiction: City Y lCounty Property Owner ,L . :SP I. Property Location/Address Subdivision Lot No. Residential Development 0 Q ....................................................................................... Q Sq. Footage i No of Living Mobile Home A dill n/ 'Supplemental to (Group. R) Units Installation Conversion Permit # i '(No foundation inspection) ....................................................................................... . Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), Commercial/Industrial 0 Q Sq. Footage New Addition (Including Exterior RoofedAreas ) Building Department Representative Date District Identification No. School District certifies that (Applicant) (Street Addre s) /` (Phone Number) (City) (State). (Zip Code) has complied with the requirements of Resolution No. (� 'fJ by payment of $ 3 33 3. 19 representingsquare feet. B 2926 $ IVULL mrnGA-noN $ A'a Z6 School District Representative Date Paid by Check # Remarks: Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In co npilance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submk a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is nadfled by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental QuaOty Act (CEQA). this project may be subject to additional school fans to fully mitigate Its Impeet on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform-As (3005XIhun -i Ichool District A.P. Number Pfopefltr owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (Ons form per Building) e- o Building Department Pio. C q— 15 X0 t,, 3 - O `f C) — 051 Jurisdiction: City County '5 r o Aj +— De)N« ( A Sri ICA Property Location/Address L 1 5 I W; 'V f a. ro r 5 pa: IV e -u Subdivision Lot No. Residential Development Q Q Q Sq. Footage l Li g No of Uving Mobile Home Additlonl *Supplemental to (Group R) `j Units Installation Conversion Permit # �' '(No fpundadon Inspection) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Ndtice of Umited..Uee Facility document) CommerciaUlndustdal Q Q Sq. Footage New Addrdon (Including Exterior - Roofed Areas) 'L -3 d Building Department Represents ,e Date District Identification No. School District certifies that (Applicant) (Street Address) . (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing square feet. JAB 2926 $ FULL MITIGATION $ School District Representative Paid by Check # Remarks: ' Date P Modes: You nay protest the Imposklon of the fees Identified above by submitting a wrtttan protest to the District, M compliance with GovemrtMrtt Code Section 66020(a), within 90 days from the dab hes are paid. Failure to submit a timely written protest wilfprohibit you from challenging the Imposition of the fees In any court adion. B, subaegiwnt to the School District Represented" signing this Butte County Schools In ad Fee CeRltkation Form, the School 01~ Is notified by the applicable local Planning Agency that this project Is being reviewed under the California Environmental Quality Ad (CERA), this p opct may be subject to additional school tees to fully mithWe.lts Impact on the school distrIces schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/03)dmm 15171 A l" 16S SITE PLAN REVIEW APPLICATION Date: 0 AP# Permit Number (if applicable) APPLICANT INFORMATION Owners Name: giAn ►_ Owners Address: S Telephone No.: ' JC Situs Address:dL-- Proposed Use: Parcel Size: �- J- / a.Crt-e-S Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home /�n'C _ 6 Residential Accessory b ❑ D_+S dD' ll' econ we mg. ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel. Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION (For Staff Use) I i Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By JDate D Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: ,&6'0 .$ &7-SLb ❑ 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) �yn,Ci SRA - (CDF to determine specific requirements) ' U` ❑ 100 -Year Flood Plain: (See attached) , • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from tfie 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: TM — (v Applicable Building Setbacks: ❑ Setbacks drawn on site Plan, ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front, Side �Q + Side Street Rear + 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 Impact ❑ Other --------------------------------------------------------------=---------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: E] No ❑ Yes Comments: ❑ 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 .ti in Subdivision Map/Parcel Map: Map Date of Recording: t/'//, / -7 Lot: a Book ❑ Use Permit/Minor Use Permit Permit Number: ,37 Page: V q Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa El u Paae 4 of 5 u 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. C:VLarryslBuilding Permit Site Plan Reviewl.doc Page 5 of 5 NW Car.SWA of SWA Fd w' Iran pipe LSZ780 In ro Ok .and. NOTES BASIS of BEARINGS—Sly. ads. S -9.0l perdeed-N89" Q �- Denotes r Iwnd c s shown. 0_0 ...... _0enol.. set ft' Ionpipe LS 3634. Fd. 4'X4" Abst ,l is.. con Strlbinq on pmt T23N-R3, on E Poco—S 16onSlae —S W. fate. Replaced with 2 U stamped for cot LS3634 :% - 2-q -5-4 S4 -31 f �n o 44A aj /m " P'vr1 -ryi, SURVEYOR'S CERTIFICATE This map was Pr "'. Dy me or under It direction Old wp SWS ompiied from record dal, and Is pawl upon a field —ley in n rack mound, on/Ormnce witn the •BauirBmanl! o/ In, SuOdirili- Mop ACI ,1 e r.Ouesl of Clarence Scnruar. durllg May, 1971 I here DT cart i/y the$ /l COn/arms with the OPPnould T-10trV. MOP and two COMiliOna 01 Oap•aesl the—f. That provisions of applicable Slate Law -old Loeal Ordinances have been Complied with. ' 64111-40 nJL5 3.1. COUNTY ENGINEER'S CERTIFICATE scale: I .tool This m,a has been -;.ad this it day of 5�� 1971, for Can Porm_ with the ra0uiremen la of SKlian 11373 0/ In. Subdivision Mop Act.`�,C/J.. 457 Clef Ca tl.b ry R G E. 14 24 Olrecfar of Public WoAl RECORDER'S CERTIFICATE Filed this 14 day o/ Qr..,rr 1971, OI/e7✓6}tl. In Book of Parcel Mom al,at the eouev o 34 Serial Bull. County ReroNer 0 in Deputy I I CLARENCE SCHREUR —�--- _ I total Rcnan Iy' e Y4 o%Zle of SWA I X, }'I an pipe and brass cap ed /or car. LS 2780-1964 t I . ' rock m 2 lir THIEL E.LIPPINCATT ap is T. l PPINCOTT ' L92-0 20 L9 3634 SIB 17 � I6 j If i I 111 � I LOCA TIpN MAP Stat. I c 1 ml NOTES BASIS of BEARINGS—Sly. ads. S -9.0l perdeed-N89" Q �- Denotes r Iwnd c s shown. 0_0 ...... _0enol.. set ft' Ionpipe LS 3634. Fd. 4'X4" Abst ,l is.. con Strlbinq on pmt T23N-R3, on E Poco—S 16onSlae —S W. fate. Replaced with 2 U stamped for cot LS3634 :% - 2-q -5-4 S4 -31 f �n o 44A aj /m " P'vr1 -ryi, SURVEYOR'S CERTIFICATE This map was Pr "'. Dy me or under It direction Old wp SWS ompiied from record dal, and Is pawl upon a field —ley in n rack mound, on/Ormnce witn the •BauirBmanl! o/ In, SuOdirili- Mop ACI ,1 e r.Ouesl of Clarence Scnruar. durllg May, 1971 I here DT cart i/y the$ /l COn/arms with the OPPnould T-10trV. MOP and two COMiliOna 01 Oap•aesl the—f. That provisions of applicable Slate Law -old Loeal Ordinances have been Complied with. ' 64111-40 nJL5 3.1. COUNTY ENGINEER'S CERTIFICATE scale: I .tool This m,a has been -;.ad this it day of 5�� 1971, for Can Porm_ with the ra0uiremen la of SKlian 11373 0/ In. Subdivision Mop Act.`�,C/J.. 457 Clef Ca tl.b ry R G E. 14 24 Olrecfar of Public WoAl RECORDER'S CERTIFICATE Filed this 14 day o/ Qr..,rr 1971, OI/e7✓6}tl. In Book of Parcel Mom al,at the eouev o 34 Serial Bull. County ReroNer 0 in Deputy 37-99 PARCEL MAP FOR CLARENCE SCHREUR Being o portion of the SW4 of the SW4of Sec. 9-T, 23 N-R.3E+M.DB}M. o%Zle of SWA BUTTE CO., CALIFORNIA }'I an pipe and brass cap ed /or car. LS 2780-1964 May, 1971 ' ' . ' rock m 2 THIEL E.LIPPINCATT ap is T. l PPINCOTT ' L92-0 20 L9 3634 LICENSED LAND SURVEYORS i I-ILLE nos!) P.0 BOl671 PAAWISE,CAIJl0RNm B5M �J� 37-99 063- oyo - 0 S N , Department of Public Works C o u n t y J. Michael Crump, Director o f B u I t e LAND DEVELOPMENT 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 II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 1 ACRE1 Project Description: Acia(-y'oy Project Location and/or Parcel Number: 060,3 • icy -0 ' iG 1 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for 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: Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/12/04 Timothy J. Crete, Architect 2540 Suite 12, Esplanade License No. C24094 Chico CA, 95973 ....experience you can build on.... Ph. (530) 345-6676 ME Fax. (530) 898-0586 _ Architecture & Planning www.cretedesign.com n4/i1/s••Y To: Butte County Development Services 7 County Center Drive Oroville, CA 95965 Re; _ Solda Retrofit and Remodel 15171 Siwini Rd. Forest Ranch, CA 95942 To Whom It May Concern: We have reviewed the truss documentation by Longfellow lumber, for the project listed above. The trusses conform to applicable design criteria. -(ApDIO814-FOLDA / ADDITION - Al 24*' COMM STOP CHORD 20 DF -L #16Bet. BOT CHORD 2x4 DF -L ¢1 co C_- WEBS 2x4 DF -L Standard N .ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. nr OVERHANG DESIGNED FOR 1.00X TC LL SHOWN BELOW. co cc N C7 H v A O C14 CX. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 1 -DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X4 Is .Q BRACING. IETEI TO 119.91 (MAILING INSTALLING AND BRACING). PUBLISHED IT 771 ' (THIS$ PLATE �w - x nPf "IFORMIM THESE FRICTIONS. UNLESS OTME411fE INDICATED. TOP CRORD SHALL HAM PROPERLY ATTACHED N W3X8 (B5R) _ RS.PCMML PANELS. BOTTOM CROHO SMALL HAVE A PROPERLY ATTACHED AIIID CEILING. IMPORTANT— ?BANISH A COPY Of THIS DESIBB TO THE INSTALLATION CONTSACTOR. AL►IRI EIGIN(EREO z w z L,.2 -o -owl ALPINE W3X8(B5R) _ L.r.2-o-0a1 11 12-0-0 I 12-0-0 1 d 24-0-0 Over 2 Supports R-1834 W-3.5' w 0 PLT TYP. Wave TPI -95\R —MARRING T4USSSS REOIIHI Elri- n Crlteria: TPI O BRACING. IETEI TO 119.91 (MAILING INSTALLING AND BRACING). PUBLISHED IT 771 ' (THIS$ PLATE O 11RSITUM- HIS 0.O10f410 OR.- SUITE 200. BASTION, MI 53119). FOR SANITY PRACTICES PRIOR TO C "IFORMIM THESE FRICTIONS. UNLESS OTME411fE INDICATED. TOP CRORD SHALL HAM PROPERLY ATTACHED N RS.PCMML PANELS. BOTTOM CROHO SMALL HAVE A PROPERLY ATTACHED AIIID CEILING. IMPORTANT— ?BANISH A COPY Of THIS DESIBB TO THE INSTALLATION CONTSACTOR. AL►IRI EIGIN(EREO L17 PRODVCTS. INC. SMALL NOT BE RESPONSIBLE FOA ANY DEVIATION FROM THIS DESIGN; ANY FAILIR[ TO I It LO TME THOSSES 11 COBFOAMBCE MITB TPI: 01 FABRICATING. IMULINS. SHIPPING. INSTALLING AID ALPINE "CIRG 01 T1RSSE2. THIS DESINB e#1fO111S N IT" APPLICABLE PIDTI$IOMS OF NDS (NATIONAL K9191 c; A SPECIFICATION /OBl13BE0 IT THE AMMICAB FOREST AND PAPER ASSOCIATwry ANO TPI. ALPIIE Q- MA CoBRECTDRs ARE GE of FOIA ASIR A683 CRAG ALT. STEEL. EICEPT AS NOTED. APPIT CONNECTORS TD [Attl Of 7I033. Aro BNLESS OTNEBNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PEN IT IRANINU ISO A.Z. III SEAL 01 EMIR DURING INDICATES ACCEPTANCE or FHOfESs10NAL EIGIIE[11#1 Alpiaa'PrigiO�C- dPto&cta 1= RESPONSIBILITY SOLELY FOR TVI TRUSS COMPONENT DESIGN SNORR. TIE SUITABILITY AID IS( of THIS I soc mmtD, CA 95an COMMONERS FOR ART PARTICULAR BUILDING IS Tll RESPOUIBIL17Y OF THE GILDING DESIGNER. PER AB$IMI 1.1#18 SECTION 2. R-1834 W-3.5" +10-0-0 L.A/-/1/: /-/-/r TC LL 49.5 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT. LD. 66.5 PSF DUR.FAC. 1.15 SPACING 24.0" scale-.zs-/hi. REF R427--85590 DATE 08/15/00 DR W CAUSR427 00228003 CA -ENG TSB/CNC SEON - 22202 FROM GA M M 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 e NO 13 i HAVE '13 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: NAME: ADDRESS: COY. PHONE: CONTRACTOR'S LICENSE NO. 4.1 plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: AME• ADDRESS • may. PHONE: CON'TRACTOR'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 GNED: PROPERTYOWNER,---V DATE: /Gj 1,9-q NOTE.- This Owner Builder Verification is required by Section 19531 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 � OWNER BUILDER INFORMATION Dear Property Owner: 9-- B-.-- 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 ofrecord 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. 0 If you are an employer, you must register with the State and Fedcral 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 cavy 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 guilder 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. nidira, C.B.O. er, Bding Inspection NOTE: INS Owner BuflderlWormation is required by Section -19830 of the California Health and Safety Code dy-ISZo INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING D% jSON, Ol!R FROM: DATE: HEALTH, CHICO RELEASE ENV. HEALTH HOLD ON �AD2G FINAL FOR: 4 OWNER NAME: SEPTIC: WELL: RESS/LOCATION: /5-Y z� r Comments: GL/memos/releasehold PLAN It +, V E W RESPONSE FORM fn, order to expedite the review of.your plans, please complete the following information and return this form With your re-subri�• If this form 19 not complete, as to all correction items, we mill not be able to accept your to -submittal for tdvieW, `Thele taus{ be a valid response to every item requested in out plan correction letter. "By others" is not considered a valid i response to each item and the location where the information can be found on the plans%alcs. . .PietDe Indicate your ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WihH I OWNERS NAME DATE REVISED AN13 vFUV NAL PLANS. SI-%A�-o� ASSESSORS PARCEL NUMBER PERMIT NUMBER D 4-o -- d v VI - 1 S Zd RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM M RESPONSE BY: LOCATION ON PLANS7L7c3: Noir/ .577icA.67- b 2 412011 r, -r" ..f ,OMMENTa: /fA✓� A ni)G_ �J � c ✓ -.✓ski ..✓ D� p601'� ANP tillhrjofo Veda, 'y'y PR 'LAN CHECK ITEM p RESPONSE BY: ;OMMENTs: f7L���,F $Ei ,2E✓rSE� IENTS: 57X it 3 RESPONSE BY: /M.r///' A2— /'.41 -,,e i < /}f e, ,y / rF r --7- 5e, e- 7- 5e,e- ^/*i, y51s %✓ THS ��M/L% /�i`7 ale STyt/A-GL •iVf.I19t— '7?r"fv •. 30 .5r - 7 F 7 - 8 /�� X OV/ SFl� ST11.. CAr_c'" e Z�s ESPONSE FOR PLAN CHECK LETTER DATED .AN CHECK ITEM N RESPONSE BY: f�2G►4,Tose:-'r- )MMENTS: f�• .. • �� ► ..C'I t, I LOCATION ON PLANS�ALCS PLAIN CHECK ITEM N RESPONSE BY: LOCATION ON PUNSICALC3: COMMENTS: t. PLAN CHECK ITEM N RESPONSE BY: M i C'�� LOCATION ON Pl /1NS/CALCS: SHellIS/PAS I _ COMMENTS: Ho n -)i : TadT, 40 !, }o ,,,, S , s PLAN CHECK REM N RESPONSE BY: T A a4 LOCATION ON PLANSICALCS: . i.+ 1 T-fyGT �Ac� �' S' 4 IL COMMENTS• (��.,-�K-C. ► PLAN CHECK ITEM N RESPONSE BY: , LOCATION ON PLANSICALCS: COMMENTS: ' I{ ►1 S 8,�- ,J fl /n>f 00 W 1'rl S W r� I vw,e�',X I 'i A I�. r t' (L, APO PLAN CHECK ITEM N RESPONSE BY; (� _f C2E.� vS16� LOCATION ON PLANSICALCS: S��•�.'� t1 COMMENTS: 661 c .,r- AYk-� �� 5 PLAN CHECK ITEM N RESPONSE BY: s"fh- t p ,� ►2.c �-t l rE c� LOCATION ON PLANWALCS: pof i� ie COMMENTS: . 4 / OP I RESPONSE FOR PLAN CHECK LETTER DATED. . • : ., PLAN CHECK REM RESPONSE BY; i�� LOCATION ON PLANyC S HV�.•r�' ► Z COMMENTS: l.� ZX C .., .�.V G '. . rLAtJ LAN PCHECK 2M N ITE RESPONSE Px O•- NSE BY.:. LONCAeTIwON NUWI PNCAL� Owtr-Trz ;�4"It') s ;S MENTS: • PLAN CHECK REM N RESPONSE BY: '�S► LOCATION ON PLANS/CALCS: 494;-: r- I COMMENTS: D 19 F- NOTE "ru rJ. St`.G "J _ i% C -6 f j �Y�1Ls � CK ITEM N RESPONSE BY: LS % LOCATION ON PLANSICALCS: ECOMMENTS: �(�R ni5 ( j` ( L l GTuAw' PLAn CHECK REM N RESPONSE BY: I . 5— �tj LOCATION ON PLANSICALC3: �(�./IS COMMENTS:ol •� Z 2ct ,o ff PLAN CHECK ITEM N RESPONSE 8Y: � LOCATION ON PLANS/CALCS: CJ COMMENTS: N� — n s •— 'Js MI . g sw Nns gE-fn/ AD®� . PLAN CHECK REM N RESPONSE BY: 5- 1 Gye-f *511G�j LOCATION ON PLANS/CA CS: COMMENTS: cls �� ► Stic '�'' R..�•v, . (RESPONSE FOR PLAN CHECK LE 1-3 "" vry PLANSICALCS: PAGE ,g 'PaAIION ON PLANSMALCS: CATION ON PLANS/CALCS: ONSE FOR PUN CHECK CHECK ITEM 0 CHECK ITEM E (2 rco RENTS: CHECK ITEM 0 CHECK ITEM R CHECK ITEM N ATEO: E3pONSL BY: LOCATION ON PUN � SCAICg: �% sv 14 ESPONSE 91h, RESPONSE BY.- RESPONSE Y: RESP PLAN CHECK ITEM N RESPONSE BY: COMMENTS: LOCATION ON PUNSICALCS: figsJf-f.. P Iry .. S ... tL Ta t'L rig. e._I LOCATION ON PLANS/CALC3: LOCATION ON PUNS/CALC3: LOCATION ON PLAN8/CALCS: LOCATION ON PLANSICALC3: e--1-'11 August 26, 2004 Sharon & Donald Solda 15171 Siwini Rd. Forest Ranch, Ca. 95942 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 533-2140 FAX Assessor Parcel Number: 063-040-051 Building Permit Number: 04-1520 volst-It" Fax Note 7671 ffhi 1 f, % Y Y �y -- 0 s 'St (, oateq^ _ Z pag°es From�3ilt'/-F Cc' '��!� 13 10 Co. ID*V;c"1c`;V' Phone # 'hank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORAM. Your complete and clear response will ea peth re -check and approval of this project. p e NON-STRUCTURAL COMM- ENTS 1. The enclosed school fee form is to be completed by the Chico Unified School District and the completed form returned to this office. 2. Please provide natural light per code for the family room. STRUCTURAL COMMENTS: 1, Provide seismic design calculations and design the lateral force resisting system for the governing force (wind or seismic). Be sure to check reliability/redundant factor g spun modification factor (R). Page 2 of the structural calculations specifies an R value of 5.5. correctresponse R nse value -of 4.5 must be used for gypsum board shear walls 2. Page 7 of the structural calculations shows a lateral force of 2.39 kips alon w indicate where line 5 occurs and design shear walls to resist this force. g all line 5. Please 3. Provide calculations for lateral forces at each level of the structure (loft, main level, storye . lateral loads used on pages 8-19 of the structural calculations do not match the loads shown on he page 7 of the calculations. 4. Please clarify flow lateral forces will be transferred to the foundation along wall lines A and B the 2 -story portions of wall lines 1 and 2. Pages 12, 13, 15 and 16 of the structural calcula andtions indicate that anchor bolts are ok as installed. Please show existing anchor bolts on the foundat' plan and provide calculations to verify their adequacy, ton 5. Provide calculations for the 6x10 beams along wall line A to verify they are adequate to resist bending moment due to the calculated tension in the floor tie straps from the shear panels above. 6. Specify steel size and spacing required for footings and stem walls shown in details 1B 1 C 1D and 1 E on sheet 15. Provide calcuJations for CMU block walls and concrete foundation wall 4' tall or retaining over I' of soil. s over 7. Provide calculations and complete details for the retaining wall and CMU block wall at the room shown in detail 1C on sheet 15. Please detail how shear is transferred to the CMU block rage wall. 1 oft yp, 8. The floor plan shows shear wall 8A at the family room interior wall. This on the shear wall schedule. Please clarify. s shear wall is not listed 9. Please specify size and number of bolts required to attach the (2) 2x 10 ridge beams to the 8" diameter pine poles. I (). It appears the connection of the 2x 10 ribbon to the pine poles at the loft floor is overstressed. Please resize and provide supporting calculations. 11. Specify species, size and on center spacing of ceiling joists that support the T1-11 soffit over fire front covered deck. 12. Please provide complete foundation and framing plans for open and covered decks. 13. Sectional drawing A -A notes replacement of roof sheathing as needed. What is the existing roof sheathing for this area? 14. Correlate floor framing plan, structural calculations (page 5), sectional drawings B -A and C -C for floor girder size. 15. Please specify size of headers at openings in bearing walls. 16. Provide 2'6" shear wall along the main floor wall line 1 as specified in the stnrctural calculations. 17. Correlate on center spacing of nailing shown on the shear wall schedule with line 3, main calculations for wall floor. 18. Key detail 4/15 to plans. 19. Please show required hold downs for wall line A, storage level on the plans. 20. Provide Simpson A35 clips at 12" on center along wail line 3, storage as specified in the structural calculations. 21. Appears the (2) 'i2"x 4" lag screw attachment of -the 2x10 ribbon at the loft floor as shown on sectional drawing A -A is overstressed. Please provide calculations. 22. Correlate shear wall schedule with calculations concerning on center spacing of anchor bolts along wall line 3, storage. 23. Please indicate how decks are supported at the exterior walls of the dwelling. Provide attachment in accordance with CBC 2320.13. 24. Spei ify hangers required to support the floor joists at tire' loft. 25. Please specify flashing or other method to protect the exposed floor beams along the north exterior wall from weather. 26. Special inspection is required in accordance with CBC 1701 for installation of holdown anchor bolts in existing concrete. Please provide name of special inspector that you intend to employ. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1;00 p.nr. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when You applied for your permit.).The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Plans Examiner cc: Tim Crete, Architect Philo Hunt, P.E, Plan Check Engineer 2 of 2 PLAN RE V +,W RESPONSE FORM In order to expedite the review of your plans, please complete the following informatort and return this form with your re- submittal, If this form ig not complete, as to all correction items, we mill not be able to accept your re -submittal for review. 1jens trust be � valid response to every item requested in our plan correction letter. "By others" is not considered a valid tesponse. plettad Indicate your . response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH P"ISED AND IDJU ilNAl, PLANS. [A7SSRS NAME DATE: N-a�iJ �*1>7 �aNAt_j� S6V�� �lz-1/0 PARCEL NUMBER PERMIT NUMBER 0A-0 ;PONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CAIM /V0.xJ .S7Xi4ej- 4r" COMMENTS: /Nora/ 1517 -t tCr 0 2 ,OMMENTS: 4"P Glimjare, 'LAN CHECK ITEM p RI :OMMENTS: 'LAN CHECK REM N RE Srg— A Z :OMMENTS: _ j 57X 4 3 LENTS: Pt' Lc iVa�ct�.- 'ru PR PONSE BY: Der r7e-7— ,2F✓►SE.p iNSE BY: /< 4A/4 -L y s/ < RESPONSE FOR PLAN CHECK LETTER OATEN; b PLAN CHECK tT!M N RESPONSE BY: ELOCATION ON PUN �1('iZ A 2� ►, r �T^ �� s paq cs l ? 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A IQ TA N fl .Ga oC?. ?--SqT. o >' LAN CHECK ITEM N RESPONSE 8$: DMMENTS: 7 Llc n 5 0 PLAN CHECK ITEM A RESPONSE BY: R-�'f COMMENTS: ADD V VI-ArJ �t=GT7 LOCATION ON pu NS/CALCS: OCATION ON PUNSICALC3: 05:uo S mf-rr v •� 13 ' LOCATION ON PLANS/C— ALCS. s►r�-- _s - R r -s %Jvf%IwN ON PLANSICALCS: S ftp 12 H t>L. I c, • j ; r' vaATION ON PLANS/CALCS: s rt"T 8 RESPONSE FOR PLAN CHECK LETTER DATED: PLJW CHECK ITEM E RESPONSE tlY; LOCATION ON pLAN3/CALCS: - COMMENTS: 145 T-- I,J �... ! . . So �J TL. , £,.�. r LAR 5 0 I r/ e4 2-T- .0 PLAN CHECK ITEM N RESPONSE 9Y: LOCATION ON PUNSICALCS1-3; COMMENTS: %NA -N I tjg. n,j •4- S> 'g- Nom a C ev. PLAN CHECK ITEM N re7-4 BY: LOCATION ON PLANS/CALCS. si/ COMMENTS: l7 •- /� .Si✓ vkv /�/ Q �Vd7;t. �� ..., � �� O P'' o s r' w 7'I� C�9 LGr� �o PLAN CHECK ITEM 0 RESPONSE 9Y: S �•/ At-�►tl �s��r- LOCATION ON PLANS/CALCS: Pace /g COMMENTS: N.�. PLAN CHECK ITEM N RESPONSE 9Y: , S 2. LOCATION ON PLANSICA CS: COMMENTS: � � � is ' .� �, • _ ./ :..:... � ,v d PLAN CHECK ITEM K RESPONSE 9Y: LOCATION ON PLANSJtALCS: COMMENTS: SAM= - � ... J'�Z r1'J _,,• • � �[.. A� $ PLAN CHECK REM A RESPONSE 9Y: :ice LOCATION ON PLANSMALCS: 1 (� lOMMEWe: 1.L1,.,,a. s AfJ o 1 1 I G i Si RESPONSE FOR PLAN CHECK LETTER DATED: �— PLAN CHECK REM N RESPONSE? BY: COMMENTS: ,.. G PLAN CHECK ITEM N RESPONSE BY: COMMENTS: 'fri-r4�ro t'L. k v ti, CHECK REM N RESPONSE BY: r. TENTS: PLAN CHECK REM R RESPONSE BY: Lp CHECK ITEM N RESPONSE BY: TENTS: CHECK ITEM N RESPONSE BY: LENTS: OCATION ON PLAMwCALC9: 4 DCATION ON PuNB/CALCS: A Sart ze )CATION ON PLANS/CALCg; TIoN ON PLANS/CALCS: ON PLANS/CALCS: LOCATION ON PLAN&tALCS: August 26, 2004 Sharon & Donald Solda 15171 Siwini Rd. Forest Ranch, Ca. 95942 Department of Development Services Building Division 7 Cottnty Center Drive Oroville, CA 95965 (530) 538-7541 (530) 533-2140 FAX Assessor Parcel Number: 063-040-051 Building Permit Number: 04-1520 0019MV Pax Note N '� C 7671 CoDeptTo NA . phone # :.r S Fax p 9, o, J y Oate SJ — L 7 pagoea 0. 2— Fromr3tl/'/'�/�!k i ca. 1J?u�St��;v none a s •� X 7 5 <( I Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will ex edite the re -check and approval of this project. p NON-STRUCTURAL, COMMENTS: 1. The enclosed school fee form is to be completed by the Chico Unified School completed form returned to this office. District and the 2. Please provide natural light per code for the family room. STRUCTURAL COMMENTS: 1, Provide seismic design calculations and design the lateral force resisting system for theov force (wind or seismic). Be sure to check reliability/redundant factor g erring modification factor (R). Page 2 of the structural calculations specifies an R value of 5.5correctAnspRonse value of 4.5 must be used for gypsum board shear w 2. as per CC Tale 16N. Page 7 of the structural calculations shows a lateral force of 2.39 kips along wall line 5. Ple indicate where line 5 occurs and design shear walls to 'resist this force. ase 3. Provide calculations for lateral forces at each level of the structure (loft, main level, storage). The lateral loads used on pages 8-19 of the stnictural calculations do not match the loads shown page 7 of the calculations. 4. Please clarify how lateral forces will be transferred to the foundation along wall lines A and B an the 2 -story portions of wall lines 1 and 2. Pages 12, 13, 15 and 16 of the structural calculationsd indicate that anchor bolts are ok as installed. Please show existing anchor bolts on the found i Plan and provide calculations to verify their adequacy. ton 5. Provide calculations for the 6x10 beams along wall litre A to verify they are adequate to" esist bending moment due to the calculated tension in the floor tie straps from the shear panels above. 6. Specify steel size and spacing required for footings and stem walls shown in details 1B 1 and 1 E on sheet 15. Provide calculations for CMU block walls and concrete foundation walls 4' tall or retaining over I' of soil. over 7. Provide calculations and complete details for the retaining wall and CMU block wall at th room shown in detail 1C on sheet 15. Please detail how shear is transferred to a storage wall. the CMU block I of 2 8. The floor plan shows shear wall 8A at the family room interior wall. This shear wall is n on the shear wall schedule. Please clarify. of listed 9. Please specify size and number of bolts required to attach the (2) 2x10 ridge beams to the 8" diameter pine poles. 10. It appears the connection of the 2x10 ribbon to the pine poles at the 1011 floor is overstressed. Please resize and provide supporting calculations. I I .,Specify species, size and on center spacing of ceiling joists that support the T1-11 soffit over the front covered deck, 12. Please provide complete tbundation and framing plans for open and covered decks. 13. Sectional drawing A -A notes replacement of roof sheathing as needed. What is the existing roof sheathing for this area? 14. Correlate floor framing plan, structural calculations (page 5), sectional drawings B -B .and C -C for floor girder size. 15. Please specify size of headers at openings in bearing walls. 16. Provide 2'6" shear wall along the main floor wall line I as specified in the structural calculations. 17. Correlate on center spacing of nailing shown on the shear wall schedule with calculations fbr wall line 3, main floor. 18. Key detail 4/15 to plans. 19. Please show required hold downs for wall line A, storage level on the plans. 20. Provide Simpson A35 clips at 12" on center along wall line 3, storage as specified in the structural calculations. 21. Appears the (2) /z"x 4" lag screw attachment of the 2x10 ribbon at the loft floor as shown on sectional drawing A -A is overstressed. Please provide calculations. 22. Correlate shear wall schedule with calculations concerning on center spacing of anchor bolts along wall line 3, storage. 23. Please indicate how decks are supported at the exterior walls of the dwelling. Provide attachment in accordance with CBC 2320.13. 24. Specify hangers required to support the floor joists at the loft. 25. Please specify flashing or other method to protect the exposed floor beams along the north exterior wall from weather. 26. Special inspection is required in accordance with CBC 1701 for installation of holdown anchor bolts in existing concrete. Please provide name of special in that you intend to employ. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.n,. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer you,- structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when You applied for your permit.) The counter staff answer any questions concerning the Data Sheet. Russell Bloomfield ~ Plans Examiner - cc: Tim Crete, Architect Philo Hunt, P.E. Plan Check Engineer 2 of 2 October 27, 2004 Sharon & Donald Solda 15171 Siwini Rd. Forest Ranch, Ca. 95942 Department of Development Services Building Division .7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 063-040-051-000 Building Permit Number: 04-1520 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. -STRUCTURAL COMMENTS: lease provide name of special inspector for epoxying of anchor bolts. STRUCTURAL COMMENTS: 1� The plans show a HUS26 hanger supporting the 2x8 deck joists. Simpson Strong -Tie does not recommend HU26 hangers for 2x8 joists. Please revise or provide verification that the hangers used are adequate to support the deck joists. 2/ Appears the interior double 2x8 deck girder is overstressed. Please provide supporting calculations or revise. Appears the built up deck girder consisting of a 2x6 and a 2x8 is overstressed. Please provide supporting calculations or revise. 41./ Appears the 5/8" diameter bolt supporting the double 2x8 stringer at the larger deck is overstressed. Please provide supporting calculations or revise. Appears the pier foundation for the intermediate deck girder at the front covered deck is / overstressed. Please provide supporting calculations or revise. f/ Appears the 4x8 intermediate deck girder at the front covered deck is overstressed. Please provide supporting calculations or revise. Please specify flashing or other method to protect the exposed floor beams and to prevent water accumulation under the floor area along the north exterior wall. Note page 6 of the plans indicates that the existing shed roof over this area will be removed. S Provide shear walls along wall line A -storage as specified in the revised structural calculations. The structural calculations specify 3" edge nailing. The plans show 6" edge nailing. 4Y. Provide shear walls along wall lines B -storage as specified in the revised structural calculations. The structural calculations specify 4" edge nailing. The plans show 6" edge nailing. 1 of 2 4caa vide 8' shear wall along wall lines B -storage as specified in the revised structural culations. The calculations specify 12' and 8' shear walls along this wall line but the A lans show a 12' wall only. rovide plywood shear walls along wall lines 1 -main floor as specified in the revised structural calculations. The shear wall schedule on the plans indicates '/z" gypsum board 1ahear walls along this line. Provide a minimum of 13 anchor bolts along wall line 2, between lines B & C, on the plans rspecified in the structural calculations. deovishear walls along wall line B -main floor as specified in the structural calculations. Talculations specify 3/8" plywood or 5/8" T1-11 with 8d nails at 3" edge nailing. The rans show 6" edge nail spacing. rovi 66" long CMST16 holdown straps along wall line B -main floor as specified on page 27 the structural calculations. Note D (referenced in the shear wall schedule) on sheet 8 of Oe plans specifies 48" CS 16 straps. Please provide verification that adequate shear wall anchorage to the foundation is provided along wall line B -main floor. The calculations indicate that "the exact number of items annot be confirmed". 1 . Calculations for line C main floor calls for a minimum of 7 anchor bolts at the standard Tovide Ging (6' OC). This wall is only 24' long. Please clarify. shear wall, anchor bolts and holdowns along wall line C -main floor as specified on ,,,age 28 of the structural calculations. Please provide a minimum of 3 anchor bolts at shear wall line 3 -storage as specified in the structural calculations. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Tim Crete, Architect 2 of 2 October 25, 2004 Sharon & Donald Solda 15171 Siwini Rd. Forest Ranch, Ca. 95942 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 063-040-051-000 Building Permit Number: 04-1520 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Please provide name of special inspector for epoxying of anchor bolts. STRUCTURAL COMMENTS: 1. Please revise length of lag screws supporting the deck ledger. The N.D.S. requires 4 times the diameter of the lag screw for penetration into the main member, excluding the length of the tapered tip. 2. Please revise typeyf hanger supporting deck joist. The Simpson catalog has no listing for a HU26 with 2x001sts. 3. Appears the interior double 2x8 deck girder is overstressed. 4. Appears the built up deck girder consisting of a 2x6 and a 2x8 is overstressed. 5. Appears the 5/8" diameter bolt supporting the double 2x8 stringer at the larger deck is overstressed. SUPpO STIOG 6. Appears the pier foundation for the intermediate deck girder at the front covered deck is C Ar -C overstressed. 7. Appears the 4x8 intermediate deck girder at the front covered deck is overstressed. }(Please show hold downs for line A storage per engineering. Calculations call for PHD2. See page 19 of 23. 9. Please specify flashing or other method to protect the exposed floor beams and prevent water accumulation at under floor area along the north exterior wall. The existing shed roof at this area will be removed. 10. Correlate the plans with the revise engineering for shear wall at lines A and B storage. 4?00 11 Correlate the shear wall nailing schedule with the calculations at loft line 2. 12. Correlate plans with type of shear wall on line 1 main floor with the calculationS Mme. 13. Please note a minimum of 13 anchor bolts on line 2, between lines B & C on the plans per the calculations. 1 of 2 9 0 14. Correlate the shear wall schedule on the plans for line B main floor with the calculations. 15. Correlate length of CS 16 strap noted in shear wall note D on the plans with the calculations. Please also note nail size to use per the calculations. 16. Calculations for line C main floor calls for a minimum of 7 anchor bolts at the standard spacing (6' OC). This wall is 24' in length. Please clarify. 17. Correlate the shear wall schedule on the plans with the revised calculations for line C main floor. 18. Correlate the shear wall schedule on the plans with the calculations for line B storage. 19. Please note minimum of 3 anchor bolts at shear wall line 3 storage. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Philo Hunt, P.E. Plans Examiner Plan Check Engineer 2 of 2 • August 26, 2004 Sharon & Donald Solda 15171 Siwini Rd. Forest Ranch, Ca. 95942 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 063-040-051 Building Permit Number: 04-1520 Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. The enclosed school fee form is to be completed by the Chico Unified School District and the /completed form returned to this office. Please provide natural per code for the family room. STRUCTURAL CONWENTS: 1. Provide seismic design calculations and design the lateral force resisting system for the governing force (wind or seismic). Be sure to check reliability/redundancy factor (p) and use correct response modification factor (R). Page 2 of the structural calculations specifies an R value of 5.5. An R value of 4.5 must be used for gypsum board shear walls per CBC Table 16N. 2. Page 7 of the structural calculations shows a lateral force of 2.39 kips along wall line 5. Please indicate where line 5 occurs and design shear walls to resist this force. 3. Provide calculations for lateral forces at each level of the structure (loft, main level, storage). The lateral loads used on pages 8-19 of the structural calculations do not match the loads shown on page 7 of the calculations. 4. Please clarify how lateral forces will be transferred to the foundation along wall lines A and B and the 2 -story portions of wall lines 1 and 2. Pages 12, 13, 15 and 16 of the structural calculations indicate that anchor bolts are ok as installed. Please show existing anchor bolts on the foundation plan and provide calculations to verify their adequacy. 5. Provide calculations for the 6x10 beams along wall line A to verify they are adequate to resist bending moment due to the calculated tension in the floor tie straps from the shear panels above. 6. Specify steel size and spacing required for footings and stem walls shown in details 1B, 1C, 1D and IE on sheet 15. Provide calculations for CNN block walls and concrete foundation walls over 4' tall or retaining over 1' of soil. 1 7. Provide calculations and complete details for the retaining wall and CMU block wall at the storage room shown in detail 1C on sheet 15. Please detail how shear is transferred to the CMU block wall. 1 of 2 • i - .. It ft /The floor plan shows shear wall 8A at the family room interior wall. This shear wall is not listed on the shear wall schedule. Please clarify. ease specify size and number of bolts required to attach the (2) 2x10 ridge beams to the 8" iameter pine poles. i ce-. J;44e� 10.' appears the connection of the 2x10 ribbon to the pine poles at the loft floor is overstressed. tie resize and provide supporting calculations. kle'Specify species, size and on center spacing of ceiling joists that support the T1-11 soffit over the ont covered deck. Please provide complete foundation and framing plans for open and covered decks. ctional drawing A -A notes replacement of roof sheathing as needed. What is the existing roof Bathing for this area? Iorrelate floor framing plan, structural calculations (page 5), sectional drawings B -B and C -C for r girder size. P3'Please specify size of headers at openings in bearing walls. rovide 2'6" shear wall along the main floor wall line 1 as specified in the structural calculations. �P Correlate on center spacing of nailing shown on the shear wall schedule with calculations for wall ne 3, main floor. V. Key detail 4/15 to plans. 7'ase show required hold downs for wall line A, storage level on the plans. 2ovide Simpson A35 clips at 12" on center along wall line 3, storage as specified in the structural calculations. 21 ppears the (2) 1/2"x 4" lag screw attachment of the 2x10 ribbon at the loft floor as shown on sectional drawing A -A is overstressed. Please provide calculations. 2.' orrelate shear wall schedule with calculations concerning on center spacing of anchor bolts along 11 line 3, storage. 23, e se indicate how decks are supported at the exterior walls of the dwelling. Provide attachment accordance with CBC 2320.13. Ll -e +o r c %ig e t t Stk o I&IS Specify hangers required to support'the floor joists at the loft. 25. lease specify flashing or other method to protect the exposed floor beams along the north exterior Specify from weather. 26. Special inspection is required in accordance with CBC 1701 for installation of holdown anchor olts in existing concrete. Please provide name of special inspector that you intend to employ. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Plans Examiner cc: Tim Crete, Architect Philo Hunt, P.E. Plan Check Engineer 2 of 2 Slab Carport Footings COUNJY-64,BUTTE — DEPARTMENT OF PUBLIC WORKS ' BUILDING INSPECTION RECORD Appliances Gas Piping &Test Temp. Gas Slab BUILDING BUILDING (Cont'd) Patio PLUMBING Setback Footings Firewall Soil Piping Masonry Walls Forms D—J ��/ Parapets 1st Floor Final Main Bldg. Bond Beam Restroom Finish 2nd Floor Framing Footings Water Htr. Windows 3rd Floor Subpanels StemwaII MECHANICAL Siding To out Heating Slab Brown Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Slab Carport Footings Prov. for physically handica ed Conformance of ex. structure Appliances Gas Piping &Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Relnf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES --------------•--- Elec_ Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS 0 25 lzoe ,/oma Z:�l oc,�X/-r-xe Qi -Zy- a�C4(V/;w, e�arv,J C ES �L " �s �Aj£._,V/�— c�� rcic X 9 �a��•�e� /�Qo ��lti9s �.ess`J, 6W 7,50/J0 011! /'-oo7:tt/7 G 7' al S,," C.✓d d/� /0140,/.4 /p fai- olor V CEJ Cir�r��'�Oi` r o.✓ �Gs>' .� dl£L2-uf S 1f' �l S a t1cl(9;-e GX !J7-,, `Q(L %i%2 (NOTE: An entry must be made on this form each time you visit the job site.) I PERMIT NO. > > }r' �•Y- �1 f f • . a U PERMIT EXPIRES ,L Bax Brad Halle .. OWNER CONTR. owner- wner• '63-04-51 63-04-51 LOCATION (A.P. ) W%S pri'.dr., app.3300'E.of Schott Rd., app. { 5 tni.SE of Hwy 32, Forest Ranch ' b I r' I I • i , i Temp. Power Pole ; Called PG&E ( Temp. Elea Serv. Called PG&E Temp. Gas Serv. I f Called PG&E I t JOB ! 1 FINALED + (Date) .1 ' ' + i F (Signature) l 1d a 'IlatricU Hall a:llox 954 Vare.s't a� ,a, CA 95942 utte ,... countq LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY, Director 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534'4541 WILLIAM (Bill) CHEFF Deputy Director cTmwa-j 19 $ 1933. RE: Building Permit No. ��r,-�g fmra) Expires A i /a l8 f ' ,. « (A.P. No. Ka. nA With reference to the above subject, our records indicate that your Building Permit x1tili_expiredon the above date. Building permits are valid for one year and should construction be started but not completed by the expiration date of the permit, the permit shall be renewed for 1/2 the original Building Permit Fee (plus a $10.00 "Filing Fee"). The renewal permit will extend the Building Permit for an additional year from the original expiration date. Should you not renew your permit in a timely manner, it cannot be renewed and all work must cease until a new building permit is issued. If your construction is completed or should you have any question concerning this matter, please contact the CH do office. For your convenience, we are enclosing a renewal application form and an owner - builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Thank you in advance for your prompt attention concerning this matter. JFG:ds cc: Building Inspector, 044^0 Enclosures: Permit Application Owner -Builder Information Owner -Builder Verification Yours very truly, Clay Castleberry Director of Public Works F: Glander Chief Building Inspector Chico - 196 Memorial Way - 891-2751 Paradise - 747 Elliott Rd - 872-2961, Ext. 57 Brad '& Patricia Hall :P:O. Box 164 Forest Ranch, CA 95942 Dear Mr: & Mrs.Hall: y He Couniq LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC.WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 Telephone: (916) 534-4541 WILLIAM (dill) CHEFF March 7, .1984 Acting_ Director -^ _:. RE: Building Permit No. 666379 Expires 11/15/88 (A.P. No. 63-04-51 ) With reference to the above subject, our records indicate that your Building Permit will expire on the above date. Building permits are valid for one year and should construction be started but not completed by the expiration date of the permit, the permit shall be renewed for 1/2 the original Building Permit Fee (plus a $10.00 "Filing Fee"). The renewal permit will extend the Building Permit for an additional year from the original expiration date. Should you not renew your permit in a timely manner, it cannot be renewed and all work must cease until a new building permit is issued. If your construction is completed or should you have any question concerning this matter, please contact the Chico office. For your convenience, we are enclosing a renewal application form and an owner - builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. Thank you for your prompt attention concerning this matter. Yours very truly, _:W1•iiam Cheff Acting Director of Public Works JFG:aj Attachments: Permit Application Owner -Builder Information Owner -Builder Verification cc: Building Inspector - Chico .F. Glander Chief Building Inspector Chico - 196 Memorial Way/891-2751 Paradise - 747 Elliott Rd/872-2961, Ext. 57 With reference to the above subject,"our records indicate that your Building Permit will expire on the above date. Building permits are valid for one year and should construction be started but not completed by the expiration date of the per the permit shall be renewed for.l/2 the original Building Permit Fee (plus a $10.00 "Filing Fee"). The renewal permit will extend the Building Permit for an additional year from the original expiration date. Should you not renew your permit in a timely manner, it cannot be renewed and all work must cease until a new building permit is issued. If your construction is completed or should you have any question concerning. this matter, please contact the Chic o office. For your convenience, we are enclosing a renewal application form and an owner - builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. Thank you for your prompt attention concerning this matter. JFG:aj Attachments: Permit Application Owner -Builder Information Owner -Builder Verification Yours very truly, William Cheff Director, of Public Works C.F. Glander hief Building Inspector .cc: Building Inspector - Chico Chico - 196 Memorial Way/891-2751 Paradise - 747 Elliott Rd/872-2961, Ext. 57 N 0�n • x.\.30? M .... 41, .... O LA.N.D OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS - 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 " Telephone: (916) 534-4541 WILLIAM( .II) CHEFF December 19, 1984 -. Krector Brad &.Patricia Hall P.O. Box 164 RE: Building Permit No. 2372`81 Forest Ra>nCh, CA 95942Expires ll/$$/ei_—_ (A.P. No. 63-04-51 ) Dear Mr. & Mrs. Hall: With reference to the above subject,"our records indicate that your Building Permit will expire on the above date. Building permits are valid for one year and should construction be started but not completed by the expiration date of the per the permit shall be renewed for.l/2 the original Building Permit Fee (plus a $10.00 "Filing Fee"). The renewal permit will extend the Building Permit for an additional year from the original expiration date. Should you not renew your permit in a timely manner, it cannot be renewed and all work must cease until a new building permit is issued. If your construction is completed or should you have any question concerning. this matter, please contact the Chic o office. For your convenience, we are enclosing a renewal application form and an owner - builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. Thank you for your prompt attention concerning this matter. JFG:aj Attachments: Permit Application Owner -Builder Information Owner -Builder Verification Yours very truly, William Cheff Director, of Public Works C.F. Glander hief Building Inspector .cc: Building Inspector - Chico Chico - 196 Memorial Way/891-2751 Paradise - 747 Elliott Rd/872-2961, Ext. 57 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 • APPLICATION AND PERMIT OU L11U1 IGa L alJlubUII Lau vas UI Ula k uunty ul CfUlle to enter upon ine above-mentioned property for inspection purposes. I Signature (of�Permitee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This 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. DIRECTOR OF.—PUBLIC WORKS By Date Building permit expires Date t BUILDING Owner 1�/•� f! SO. FT. OCC. BUILDING VALUATION 1I '2 12Z611U Mailing AddressL4 Telephone No j. Contractor CO AIL_rZ r Mailing Address Fireplace 000 Total Total Valuation G10 Telephone No. Permit Fee Building Address P �_U �� fi 31_�UV, Plan Checking Fee&/or Penalty Permit Fee % 7S•Uta r / /�! , [, r�fy,�'``' '�C. 1 (UT T IS �t'I'KC.�7� �j J�`� / PLUMBING No. @ FEE / PERMIT FILING FEE $3.00 • j,�r) Each Trap 5 1.50 7, 4j0 U�E r tt(( Repair drainage or vent piping 1.50 A. P. No. 3 ' ��'� 5, �►+1 1 Zoning $Planning Water piping 1.50 Each gas water heater or vent 1.50 Fees I W4 LSan1t t;�on iFireDept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 / EQA Parking Plans Parcel Declaration _1 Parcel Map 60' R/W I Improvements Each additional outlet .30 Building sewer 5.00 Bldg Plans Recd L Parcel A proval Plans Approval," Lawn sprinkler system 2.00 NEW ❑ ADDITION Q"' UTILITIES ❑ OTHER ❑r Permit Fee $ % ,CJG-, LJ ',►U /4(1 t�fl`. ELECTRICAL No. @ FEE YtJz i 51 J��nS C•rel;Y�L,C t� r•"/ri�:: y�W iL:I?L PERMIT FILING FEE $3.00 ''3,(_)U Main service 100 AMP ORV OR SL _SS 5.00 Single Family ❑Y, Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. AOD•L 100 AMP 2.50 Main service OVER a O 100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST C LDGSCCUP. S� 22sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name le of: style NEW CONSTR. (MULTI -OU L T NON.RESID, l BRANCH CIRCUITS) 2.50ea NEW CONSTR /POWER APPARATUS B NON-RESID, (SINGLE OUTLET CIR, Ex. OCCUD(OUTLETS OR FIXTIIREs) I50@25C BAL @ 10¢ Ex. OCCU FIXED APPLNS, OR p• OUTLETS (RESID•) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring M A11,r MKw 6.25 � z 5 D,I am exempt from the Contractors License Laws of the State of California. Permit Fee $ j( rry $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑fI 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 Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 4.tJ� Heating Ll M 12,7() 1~ �1.Cr (g,UC� Cooling Ventilation Hood 2.00 Permit Fee $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ <-..�-- TOTAL PERMIT FEE $ ITS J OU L11U1 IGa L alJlubUII Lau vas UI Ula k uunty ul CfUlle to enter upon ine above-mentioned property for inspection purposes. I Signature (of�Permitee or Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This 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. DIRECTOR OF.—PUBLIC WORKS By Date Building permit expires Date t COUNTY OF'BUTTE - PE-RARTMENT OF PUBLIC WORKS PERMIT NO. 7. County Center Drive - Oroville, California 95965 - Telephone 916/534-454.1 - APPLICATION AND PERMIT Jam_ ASSESSOR PARCEL NUMBER ?_ C/-.(��% OWNER ZONING ''��i1'/Cj TELEPHONE BUILDING PERMIT SQ. FT. OCC. BUILDING VALUATION OWNER'S- AILING ADDRESS CONTRACTOR'S NAME - TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER X'? `U UNKNOWN „ Total Valuation $ FilingFee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee �j�j $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING/ADDRESS / PLUMBING PERMIT Filin9 Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 /' � j �'�' / l qtr- + / A/it r,lGf J /7;;x f .►tJ CLQ Water piping LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF 0/Duplex❑ Mobilehome❑ Other _' SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remooddel ❑ Utilities ❑ Instal lation ❑ Other ©� Describe work: S� /r rriJf�1/r; %/r/�rhr�P- 7S� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR111 01 LESS5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. (DWELLING OCCUP.y) OR ADDNS. ACC. BLDGS. 20 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury p y p i y (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑✓r',, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. - , Business and Professions Code for this reason NEW CONSTR I.OU LET 2,50 ea NON-RESID BRANCH CIRC Ts NEW NON CRESONSTID. - R (POWER APPARATUS e J - SINGLE OUTLET CIR. soL01 Ex. Occup,OUTLETS OR FIXTURES BAL FIXED ALINIS Ex. Occup.(ou LETS P(RESID.)REA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE 1 -declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of•Consent-to Self -Insure_,-.,—.,,_, 1 shal l not employ any person in any manner so as to become -subject'" to the W. C. laws of California. Notice to Applicant: `If after -making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit•shalI be deemed revoked. Heating Cooling Hood 3.00 "Ventilati'o`n Permit Fee S Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to,building construction, and�hereby,-authorize representatives of the County of ed property for spection purposes. { , �.� Butte to enter upon f heLa6dJe-mentlohri I also agree._ to, save, indemnify and keep harmless the County of Butte against al.1 liabilities; judgments(rcosts, and experfses which' 'may in' ahy..way_.accrue/ againstsaid County in/consequence of the granting of this permit. Q (�' X"•. •�a.._ i_ _- Date J f �❑ Signature of Applicant — ~ Owner © Contractor ❑ Agent An OSHA permit, is required for excavations over 5%0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TO ' L/PER- IT, FEE $ ..occu yGROUP J' UP TYPE O CONST. .r ; t PARCEL PD ND ISSUE t This permit is hereby issued under sions of, the Butte County Code and/or work indicated above for which DIRECTOR 'OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been aid. P. WORKS Date , _17—� 3 Receipt No. + %1 _ WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT ( �� '_ ``_ ���� .~-- - . ^, '. . x Please return one copy To Butte County, Purchasing Department, Oroville, California. We quote you as above f. o. b ................................ ............................................days from receipt of ore Terms.................................................... Date....................................................... Owner Q0 Mailing Address I-�D�.5T Contractor Mai I i ng Address Building Address P C)17 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS v 7 County Center Drive - OroVlle, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT %V ((-04 W ag:�Lj W`V8 --k SPRP4 T RD A. P. No.( -3 -Oc " 5) 7►Z F s C. ' n Fire Dept. Fire Zone EQA Parking Parcel Parcel M Plans Declaration BI g. Plans Rec'd Parce provat NEW ❑ ADDITION UTILITIES ❑ 2 f3CAowftlg LtU(p)G900rn, 01h t-, Por 80.R/nE UN ke ,( Sr/&G Single Family Duplex ❑ Mobil Home ❑ Tel Telephone No. K 3300' 110 oning & Planning Use Permit Improvements Plans Approvk,--, OTHER rNG Rm . S% VC7Vra(2r Others ❑ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: License No. Classification _ BUILDING /, I - '/ SQ. FT. I OCC. I BUILDING VALUATION Fireplace I W ' +�' Total Valuation Permit Fee P I an Checki ng Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet .building sewer Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service ®oov OR LESS 100 AMP OR LESS Main service EA. ADD'L 100 AMP Main service OVER eoov OVER AMP OR LESS Main service EA. ADD'L 100 AMP NEW CON --2 9 @ FEE f $3.00 ?j, 1.50 1.50 1.50 1.50 cj 1.50 .30 5.00 2.00 $3.00 5.00 2.50 25.00 1.00 2¢sq ft ?.50ea ,4)0 FEE � Ex. OCCUDIOUTLETS OR FIXTtIRESFIXED BALm10� ALNS Ex. Occup. ( OUT ETS P(RESID )REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wirina Ti -A [ziryicrnn>6 6.25 h. 2r am exempt from the Contractors License Laws of the State of California. Permit Fee $ MECHANICAL No. @ WORKMEN'S COMPENSATION INSURANCE PERMIT FILING FEE $3.00 1 am aware of the provisions of Section3700 of the California Labor Heating 4q M All) /MQ_,k 1 11 6-,-, Code which requires every employer to be insured against liability for Workmen's Compensation. EJI have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. G fh4 IJ114L Date &Cj- oel 9 % Signature of PPeeermitee or Agent Receipt No. 29 I White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Cooling Ventilation Hood 2.00 Permit Fee $ ,C $ co Land Development Fee $ TOTAL PERMIT FEE 1$17S,95 This 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. DIRECTOR 0 UBLIC WORKS By— Date Building permit expires Date PERMIT NO. .. E i � 1 PERMIT EXPIRES "OWNER Patricia K. Hall (Doe) N CONTR. owner LOCATION (A.P. 63-04-51 E/S pxstx pri.rd.,app.800'N.of pri.rd.,app. 2400'E.of Schott Rd.,app.3400'S.of Doe Mill Rd., Forest Ranch i 1 • ;Y/ YYY 1y Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E l—Nj- Zr 09 jib Temp. Gas Serv. Called PG&E JOB FINALED 6 (Date) (Signature) Setback Forms Main BI Footi Slab Piers Garage Footi Slab ! li t . " C;U'*TYOF BUTTE — DEPWRTfAiNT OF PUBLIC WORKS 1 BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) ` PLUMBING Firewall Soil Piping 2 - Parapets 1st Floor Scratch Restroom Finish 2nd Floor Brown Windows 3rd Floor Finish Sidina To out v Interior Lath Roof Sheathing - Z -d"% Water Piping / Roofing .- Z — Sewer - MOBILEHOME UTILITIES ------------------ n. Vents &9 Fixtures Water Piping Garage Vents "--� ater Htr Lau"a� 'Et",ncaters Prov. for physically Appliances -� handica ed Conformance of ex. Gas Piping & Test structure Temo. Gas Slab o Sanitatten TMJ Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throa Rough — Reinf. Steel n IJ —P,i?l Fixtures /7—! —,F'/ A Framing q— &P,—,r/ I Test I -'Wa er Ht1 12,1—F'1.6:. Stucco Final C Sub anels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent A/ Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - • - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS ,0&16�X�AOJ,-- rX 14 d wc-� D2 �%✓°diad //o do 17- f��a cJz- 4 d0 �/i ` c�F / 5 C r� i✓ c �o �✓� !/s /o �` £ �t/�E/P C, C�/�✓`� r/: c�� 6 ��r i -w-/ �4 � rid o �t I(NOTE: An entry must be made on this form each time you visit the job site.) r 91 i f j To: b:IIL�ING L��Pns s.`,T S_wage and/cr ila_e-;' •-tin c;_ rt �_. ce(s) �Cd C\ LOCATION �° Pl .ns are approved for. Sewage Disposal Hater S::rply_ ;iv ld up. final for: Y' al rl'earance ok for: C ra'_ ar.^_e is for a_ bedroom (Nome o:oa) addition (s). will .be Sz;titz: i an Other - Water Supply Vater Supply--.,- Other upply/ Date T0: Building.Department FROM : , Environmental Health n* RE: Sewage and/r :^Tater Clearance Has been approved for: �Gj ISPOSAL y ,IkT Eli SUPPLY a LOCATIOIN anitarian Date AP I::-i-s43E-'? _ RESIDENTIAL ` 'f ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS (location) BUILDING PERMIT NO. ter S 13 Z A P. NO. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: Slab Edge "Cl -14 Fdn. Walls el/ 4 Floors Walls Ceiling/Roof Ducts • Circulating Pipes _&c/ APPROVED HEATER APPROVED WTR,HTR. GLAZING: / Single Glaeed t/ Special (Insulated) �g CERT. & LABELED WDS. & SLIDING DRS. >/ WEATHERST RIPPED DRS. BACK DAMPERED FANS INTERMITTENT IGNITION DEV ES CERT. APPLIANCES I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name_ &Z'� n Signature of (please print) Insulation Applicator State Contractors License No. General Contractor/Owner Name _ COA�t��G�Z� �_ �� (please pridt) Signature of General Contractor/owner�.�, � � Date State Contractors License No, L THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office wh correction of work is completed. If you have any question pertaining to this 11 or need additional explanation, 'please contact this office immediately. /y r 0/'ocJ7 vL /J�' 7 9,u & 4( e. -/ co Inspector C-'`�� C Date COONTY OF BUTTE . OF PUBLIC WORKS ay; Chico —.Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector �I//// G Date% COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ` 196.Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone:*534-4541 Skyway and Elliot:, Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. i�,��LJ 7'�-*G / 7/17/rd rs- w 0�l Inspector 69� Affi z Date ( � GOUNTY OF BUTTE - D Mu; ENT OF PUBLIC WORKS PERMIT NO. 7 County_rrenter Drive - Oroville,.(;aliforniA 95965 -' Telephone 916/534-454 APPLCATION AND -PERMIT / [� ASSESSO PARCEL NUMBER- ZO G BUILDING PERMIT OWNER G %6c l G I DO73 EELEPHONE SQ. FT. OCC. BUILDING VALUATION OWN 'S MAI NG ADDRESS D o CONT TOR'S NAME ,- / TELEPHONE CONTRACTD'R'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER ��.. UNKNOWN Total Valuation $ Fee $ 10.00 LENDER'S MAILING ADDRESSFiling Permit Fee $ ; U ARCHITECT OR ENGINEER A4, od,& LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 746 0 0 BUIL LIJ gRESS� _ (� (if,/ O N PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 /f,f ,,�/ /u ��" O �S /� Water piping LOT N SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SFZJ� Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ pemo el ❑ Utilities ❑ Inst 1* n ❑_ Other Describe work: �����/�G✓�c� O%.C�.�5 9�� 77 Permit Fee $ ontractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. !DWELLING OCCUP.51 20 sq ft OR ADDNS. \ ACC. BLDGS. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. cense No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR I.OUTLET 2,50 ea NON•RESID BRANCH CIRC TS POWER APPARATUS S\ NEW •CONSTR (/ 1 NONRESID, (SINGLE OUTLET CIR. so a OccupOUTLETS OR FIXTURES 25¢ Ex. @ BAL1 Ex. Occup.(OUTLETS FIXED P(RESID IKEA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filirig Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a—Pertificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses whichy in any way accrue aI t s id County in cc quen of the granting of t i permit. Dat Signature of Applicant — Owner Contractor ❑ nt ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ r0v OCCUP. GROUP I TYPE OF CONST. I PARCEL PD HD ssuE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. :; CT OF UBLIC WORKS By Date PERMIT EXPIRE - /3,stories Receipt No. (b) U 107 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT r COUNTY OF BUTTE — DEPA�RTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Telephone: 534-45$1 APPLICATION AND PERMIT ' BUILDING 4-11 Owner W,• A 14tt'tuC...-�s SQ. FT. OCC. BUILDING VALUATION Mailing Address P. D ( QUq, Qesr Telephone No. Contractor 0 W A) Mailing Address Fireplace Total Valuation Telephone No. Permit Fee . Building Address G S OP -1 RQ API gv(X)f A) D(- Plan Checking ee&/or Penalty Permit Fee . C)O 24 a %ni Z 120 0® 2-1400 L O C— 5040-r7- Q.D PLUMBING No. @ FEE •��00 t So F 00ga ✓p1 a- d24 PERMIT FILING FEE $3.00 Each Trap 1.50 ,eac,rP_A-Ar, Repair drainage or vent piping 1.50' A. P No. - Q s, Zanins 8 Plannins Water piping 1.50 Each gas water heater or vent 1.50 F\ds I VC. I %mtatt>Sit I Fire Dept. Fire Zone Use Permit Gas piping system 1 -5 outlets 1.50 EQA Parking Plans I Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 BFdg--Pians-Rec'd Parcel A royal Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ �Q (,� 70GOiAt., {�Q �'j — ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Main service 100 AMP OR10V OR SL ESS 5•00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 R 600V Main service 10 OEAMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST % ACCLBLOGS,LING CCUP. s) 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name le of: style Y NEW I CONSTR. J BRANCH CIRCUITS) 12.50ea NEW RESID.BRANCH CIRCU NEW CONSTR. POWER APPARATUS 6 SINGLE OUTLET CIR. -NON.RESID. Ex. OCCUP(OUTLETS OR FIXTIIRES) 6L1co Ex. Occup. FIXED APPLNS. OR p• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner s as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ ^� Ja Out IUIILC tCpfCS'"Lativub UI life t,ounry Uf nutte to enter upon ine above-mentioned property for inspection purposes. J1 ie%'�6f K ,��� ` " Date I �v Signature of Permitee or Agent Receipt No. 101 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit ' hereby issued under the applicable provisions of the Butte oun y Code and/or resolutions to do work indicated a ve fo whic fees have been paid. 0 OF PUBLIC WORKS / BY Dated Building permit expir Date COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — OrovJille, Gal•ifornia 95965 Telephone: 534-4541 APPLICATION AND PERMIT ' BUILDING ' Owner �-� G� �L D� SQ. FT. OCC. BUILDING VALUATION Mailing Address b .� Telephone No. ;r. - D 4, Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee .Ilsr�, Building Address ° o / cyC $00� Plan Checking Pan VorPenalty Permit Fee p 6z PLUMBING No. @ FEE ° PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. jp -�— O `— J Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 Fps 1 44<7 teem- Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking I Plans Parcel Declaration Parcel Ma p 60' R/W Improvements p Each additional outlet .30 Building sewer 5.00 B Parcel A rovol Plans Approval Lawn sprinkler system 2.00 NEW 0 ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD•L 100 AMP 2.50 Main service OVER 25,00 100 AMPP OR LESS O Main service EA. ADD'L 100 AMP 1.00 NEW CONST.( OR ADDNS. ACCLBLDGS.LING CCUP. Y� 2¢sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: T NEW CONSTR.BRANCH CIL NON-RESID. BRANCH CIRCUITS/ 2.50ea NEW CONSTR. POWER APPARATUS 8 NON.RESID. SINGLE OUTLET CLIR. Ex. Occup{OUTLETS OR FIXT11RES11 g L 1� FIXED APPLNS. OR Ex. Occup. (OUTLETS (RESID.) EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 InI am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee Is TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-ment oned property for inspection purposes. p X ate Signature of Permitee or Agent Receipt No. 6 F< White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for whic fees have been paid. ECTOR 0 BLIC WORKS By Date wildi .'s permit expires Date d' COUNTY -OF BUTTE. — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — UroviIle, C`adifornia 95965 Telephone: 534,4541 APPLICATION AND PERMIT �f�Iv v Date� i� e Receipt No. � s�-� � ' White -D. P. —JY�'I'r`6 sese Pj csns dt r — Goldenrod -Applicant Building permit expires Date _ BUILDING Owner°� G�/025),,,J- SQ. FT. OCC. BUILDING VALUATION z oo, a v Mailing Mai I ing Address 119e6 G �o Tele hone No. Fireplace EA Contractor 44 Total Valuation �� Q C) Mailing Address Permit Fee O Plan Checking Fee&/or Penalty - Telephone No. Permit Fee $ qt, J 6 :Lf 16 Building AddressPLUMBING No. @ FEE PERMIT FILING FEE $3.00 / d .� :re Each Trap 1,50 Repair drainage or vent piping 1.50 ort a tce ion _ nlX f' �C Water piping 1.50y Each gas water heater or vent 1.50 A. P. ,� Q`— � •� / / t�y�onin/ as piping system 1 - 5 outlets 1.50 ach additional outlet .30 Fk/es Sition Fire Dept. FiyyreZone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration ;$-7-JGlap 60' R/W Improvements Lawn sprinkler system 2.00 Bld Ions Recd _t vPar Approval 1 Pla Approval Permit Fee $ '" NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No.1 @ FEE PERMIT FILING FEE J$3.00 �Qv Main service ioo°1 OR o AMP ORLESS5.00 Main service EA. ADD -L too AMP 2.50 Single Family Duplex ❑ Mobil Home ❑ Others ❑ ER 0 0 AMP0OR LESS 25.00 Main service 1 Main service EA. ADD'L too AMP 1.00 NEW CONST. DWELING 0OR ADDNS. ( ACCLBLDGS P &) 2¢sgft �(f NEW CONSTR. MULTI -OUTLET NON-RESID, BRANCH CIRCUITS) 12.50ea NEW CONSTR. (POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: j Ex. Occup(OUTLETS OR FIXTURES) BAL@1 Ex. Occu FIXED APPLNS. OR p•(OUTLETS (RESID,) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No.Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ „Z(� WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the.California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEEPERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 P rmit Fee 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the y for inspection purposes. nabove ab e -mentioned Z?e ate ►i- a a-I� Signature oo Ag t Fi TOTAL PER IT FEE $ L This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated for which fees have been paid. DIRECTOR 0 BLIC WORKS I� X77 �f�Iv v Date� i� e Receipt No. � s�-� � ' White -D. P. —JY�'I'r`6 sese Pj csns dt r — Goldenrod -Applicant Building permit expires Date _ OWNER RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX, &,JMYSC.-ONLY) - 73 Bldg. Per�it �� 6�) =—sy A.P. # A. GENERAL Zoning requirements (sideyards and parking). >2r" Valuation. Signature by R.C.E. or Architect (if required). B. PLOT PLAN Complete parcel size and dimensions.' '� Setbackq, sideyards, easements, etc. ther buildings or structures. - Grading, fills, drainage. C. FLOOR TLAN Complete to scale plan with dimensions. l Required windows for light and ventilation (Sec. 1405). 3 Required windows for second exit (Sec. 1404). Allowable glazing for energy requirements (20% max. per State law). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1407). G.F.C.I.'s in baths and exterior outlets (Sec. 210-8).' j8f Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. /9! Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. 10 Garage firewall, door size, and closer (Sec. 503(d)(4)). 1 - 3'0" exterior exit -door (Sec. 3303d). Fireplace location. Smoke detectors (Sec. 1413). D. STRUCTURAL DETAILS Foundation plan complete enough to construct building. Filoo� construction details complete enough to construct building. Elevations and wall construction details complete enough to construct Roof construction details complete enough to construct building. �! Fireplace construction details and calcs if over one-story in height. / E Sufficient data and details to satisfy energy insulation requirements E. MISCELLANEOUS ITEMS TO LOOK OUT FOR CCX plywood on exposed locations and overhangs. -2..-- Stairway details. (Sec. 3305) . 3�'- Guardrail details (Sec: 1716). �:r Brick or stone veneer (Chapter 30). 5/ Exterior plaster — weep screeds (Sec. 4706 & 4708). / 6.'-' Proper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. / Garage door or porch header sizes. Adequate bracing. building. (State law). Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. 1 Two (2) exits on three-story dwellings (Sec. 3302). s t� . �/- z z-77 �. ������� � ���<i ��i2 �i17 oar/ /o— �sr_77� �s!/c� ��'�/L%'/T �P/O /.SSVFiC�' e ��'� -� ����� � �� G�adu T � � ����� �� ��/�� ��o ���? �`s �� G �T/ of �j�'�?a ��� _/' _ �� GLS i Patricia R. Hall (Doe) P.O. Box 164 Forest Ranch, CA. 95942 Dear Mrs. Hall (Doe): November 14, 1977 RE: .Permit Application X65593 -77R (AP 63-04-51) With.reference to the above subject, on October 24, 1977, you applied for an elec- trical permit to install a service and a well circuit for future lot development on your property in the Forest Ranch area. A preinspection of the site determined that there was a dwelling under construction without the required permits and inspections from this office. At that time, the building inspector advised that permits would be•required and that you should submit plans immediately to obtain the required permits. As of this date, you have not done so. Would you please contact this office within " ten (10) days of the date of this letter, submit plans, apply for the required permits, . and pay the appropriate fees. Your failure to obtain the required permits and inspections is a violation of Butte County Codes. We certainly hope it will not be necessary to refer this matter to proper authorities for appropriate action. Should you have any questions concerning this matter, please contact us. JFG:dd cct Chico Office Yours very truly, Clay Castleberry Director of Public Works a. J.F. Glander Assistant Director tea) o o tea) COUNTY 0 F B_La:j� E �- WzC) PARTMENT OF PLPi7L.1C WORKS 7 County Center Drive — orovi I le, ca. i torni a 959.i35. Telephone: 534-4541 APPLICATION AND PEMN11T .0 u1ci MCILIVUZ� UI UIV UUU11LY UI InUttu W UMUN' UIIUFI Wle ab.1vo-J71entioned property for inspection purposes. t A -L Da t e Signot,jre of Permitee or Agent Rece I p t No. White -[).P.' -V. — Pint: -Inspector — Goldenrod-Appli con t This perill't is hereby issued under the appiicatbie provisions of the BUt1F_' Couity Code and/or reso!-itions to clo wori indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Bui.16ing permit expires Date Date BU!LDiNG. Owner So FT. C C. BUILDING VALUATION Mailing Address Teloohono No Fireplace —Contractor -------------- Oil TolP,.i Valuation Mailina Address Permit Fee Plan naity Checkh,g Fee& 'orPe TelePhone No. — Permit Fee$ — T auJI-J;i-,C A,dress P L U �ij gLN G .-PERMIT @21 FEE G' FILING FEE Each Trap 53.00 1.50 Repair draioage or vent piping 1.5;0 Water piping 1.50 r Each ,;as water heater or ve;,,t 1.50 Gas piping system 1 5 outlets 1.�,o I A. P. Zoning & Pi,)nrt X, -29 Fe e s C. S -a,4 F:ireDcpt. FireZone Permit tch additional outlet .30 Ului!ding Use Ec)A. Parking Parcel Parcel Map Pians Declaration RAV Improvements sevver Lawn sprinkier syst 2.()C Parccd Appwva! Permit Fee S IMCAL No. 0 FEE N E101 E] ADDITION ION 0 UTILITIES j' OTHER /* PERIM.1 FE/ S3.0 .1 R . j A Nq 5.00 On–LE a i I I rv, C A. ADO'L IC0 AMP 2.50 -n C'00V I sing!f; F am i -i y 4plea El Mobil Hot Ot. fill I n s.. CC 'M 25.00 I A aw i 1) �clvi -e LA. ADO'L. 100 AMIP '1,00 CONS 1. f DWELLING OCCUR— AVE V1 AD ACC. UILP.2. -- 2c sq f N IF. W CJ ..TR_ jMULT1-OUTLE7 )1 12 N _Cl F�S. LL� N1W CONS, f POWER APPARATUS() C 0 IN I C FIA ORS ICENSE VV N611.FS I D . I 5:NGLE 012TL I I am licensed find the is' ns of Cha te, 9, of State of California usine., Professions Code u,,,Vde -ine Ex.occ L: p LETS JR U R H S Style of: _IXED A N.S.OR Ex. Oc , ES:L'.1 EA)l 2.00 0 kOu! LF S�i_v rv' 10.00 _-Te.mporAy, Mobile Home F es 15.00 V, A.9t - W iri ng 5 License Classi ation - .- _ - I am exempt from the C;jntraotors License Laws of the State of Californ Permit Fee No.. C� FEE FILIf--JG FEE $3.00 S WORKMEN'S ("'01PAPENSAT 10N INSURANCE -PERMIT I an aware of the provisions of Section3700 of the California Labor Code which requires every employer to be inswed against liability Heating----- fw 'Ajorkimcn's Compensation. Ihave placed on fill-' With the County of Butte a certificate of vjor:rmien's Cornpensation Insurance. Cooling— ...... . certify that in the performance of the work for which this V en I i I t i n pe,nlil is issued I shall not employ any person in any manner so 3s to become subject to the Worki-non's Compensation Laws of C a!; I o rr. i a. Hood Per:iiit Fee. PERM11T FEE I certify that I have read this application and state that the above information is correct. I agree to comply to a;I County Ordinances and State Laws relating to building COIISURIC.tion, and hereby .0 u1ci MCILIVUZ� UI UIV UUU11LY UI InUttu W UMUN' UIIUFI Wle ab.1vo-J71entioned property for inspection purposes. t A -L Da t e Signot,jre of Permitee or Agent Rece I p t No. White -[).P.' -V. — Pint: -Inspector — Goldenrod-Appli con t This perill't is hereby issued under the appiicatbie provisions of the BUt1F_' Couity Code and/or reso!-itions to clo wori indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Bui.16ing permit expires Date Date - t, File No. BUTTE COUNTY (For Action 1, 2,3) Public Works Dept. (For Information ✓) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. D&C / Traffic Const. Rd. Des. Br. Des. Sur. & Loc. Transp. R/W Land Dev. Ref. Disp. Drng. / S. I. Sub. & Pcl. Maps Perm its BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS Owner: A. P. # CO 0- D / Address: Date of Inspection Tenant: Building Location: Type of Inspection requested: n Innspector, / / 1. Housing / / 2. Financing / / 3. Change of Occupancy to /7 4. Other (specif. Present use of build A. Sanitation (Housing) 1. Water closet: 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating facilities: 7. Natural light and. ventilation: 8. Room and space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection to sewage disposal: 12. Connection to water supply: 13. Rubbish and garbage facilities: 14. Comments: B. Structural 1. Piers and footings: r 2. Floor construction: _ 3. Wall construction: 4. Ceiling and roof construction: 5. Fireplaces: 6. Comments C. Electrical 1. Service and ground: 2. Receptacles: 3. Fusing: 4. Comments:-- D. omments D. Plumb in 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas heating vents: 4. Comments (continued on back) E. Other a 1. Maintenance and repair: 2. Fire hazards: 3. Safety hazards: 4. Weather protection: 5. Underfloor and attic ventilation: 6. Comments: F. Commercial Buildings 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: 4. Restroom floors and walls: 5. Exits: 6. Improvements: 7. Zoning: 8. Comments: G. Field Problems or Violations 1. Problem or violation (give complete description): 2. What action taken (give complete description): 3. wnau action recommenaea: 77 A. Information only - file. B. Hold for ten (10) days, then write letter. C. Write letter. T71). Other: rz._ • J<<'�7 1. Toa Area Code 62-21 E y• ., -J'` :��-� •/ Etc /) � r/ �. Sg j!Gj45.4C. - ---- - 2642.67 2637.6 � Q �t �< 61.12 1436.38' 6 S.9o''��54 227r.e �1 3'6� 39.36aC � 63 5 5 - 4 i/42 0/.0 ) 3 61 ' 'y 40.79 AC h 71 / s _ 3a._9t rx° 4\ aa J � 34.99 P/M 50-76 l:7`J.•'-!- 943.A� Y r?' 2570.13 yso'Jvfr� 3017?/0 f _ I / 2� _�7 V /0 Ar. 40.0 Ac._* 24 u GAC. 100' ;3� r C CJ..a s._ `49 c' 46 -ZOAC. jt j > i i 53 1 f J 5/' { 7 �In SBE':3 -4-4-S �' � .4ssesscr"s iL1©© l�t�. 6• � - �7L O/ Let Viol Viol County of 3utte, Colif- - ✓; c.r ;9t�7 COUNTY OF BUTTE - D.EPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Canter Drive - Oroville, California 95965 - Telephone 916/534-45 APPLICATION AND PERMIT R ASSESS PARCEL NUMBER ZO t4G d BUILDING PERMIT OWNE /a 1 el "Z Ila TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S AI LI G ADDR SS G CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER �V V UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEERS E NO. Plan Checking Fee ,$' Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ , C) .27 NG DDR s , / £ / /�/ PLUMBING PERMIT FilingFee 10.00 <I Q / ® Each Trap 2.00 Repair drainage or vent piping 5.00 (,' Water piping LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Ins a lation ❑ Other Describe work:_%^7 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eOOV OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. l (DWELLING OCCUP.EI� OR ADDNS. ACC. SLOGS. 20 sq CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. ense No. Classification �I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW NON -RESIT R BRANCH CIRCTITS 2.50 ea NEw CONSTR. (POWER APPARATUS .& NON-RESID. (SINGLE OUTLET CIR, Ex. Occup OUTLETS OR FIXTURES_ BAL@1 00 IXED APPLNS. OR EX. Occup. �OUTLETS (RESID,) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent ,to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against bilities, judgments, costs, and expenses which m �anyay accrue gainst aid County in con qu a of the granting oft s C X Dat Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ p 9, DO OCCUP. GROUP I TYPE OF CONST. PARCEL PD ND SSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO 7F PUBLIC By PER EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS ate // ! Jae/ e/ Receipt N0.6 ��� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Fit. Nn_ - ~�� • Mr. Brad Hall P. 0. Box 164 Forest Ranch, CA 95942 Dear Mr. Hall: June 23, 1981 Re: Renewal of Building Permit AP 63-04-51 Supervisor Hilda Wheeler asked that I review your letter of concern and she also asked that I convey our best efforts in resolving it. You may have talked to Jim Glander -concerning your circumstances. When building permits are issued they are valid for one year. If work has not started (no foundation poured) within one year the permit is not renew- able. If plans are not changed, no new planchecking fee is charged normally when a person decides to start over again. There is a reason for this. Process costs go up each year, so if construction has not started, it seems logical that it would come under the new fee schedule to gain the revenue for processing and inspection. Sometimes state laws or codes change during that time and must be reflected in the new permit. A renewal fee after construction is started is only one half of the building permit fee and we think encourages people to commence once the permit is issued, if they choose to build. If I understand the chain of events in your case, they are as follows: The cabin (560)square feet) was under construction early in 1967 without benefit of permit. The permit was obtained in December of 1977 without the usual penalties for building without a permit. In November 1979, I understand you obtained a permit for an additional of 1100 square feet, plus a $3,000 remodel of the existing structure. It is my understanding that this permit was not used and our Chico office advised you that it had expired and you should reapply. Our records indicate that Jim Glander talked with you on June 16, 1981, and you indicated the permit was to expire within a week. I believe Mr. Brad Hall June 23, 1981 Re: Renewal of Building Permit Page 2 AP 63-04-51 that Mr. Glander advised you .to pour the footing so your permit could be renewed rather than starting again from scratch. Jim Glander indicated that he had the impression you would do so by the following Monday. Shortly after, Jim determined that your permit had expired in November of 1980, not as the impression he was given on June 16. Since your permit would involve working on the other structure, Mr. Glander believes the -permit could be renewed. It was supposed to be renewed before expiration.. If you could make an appointment with Jim Glander, it appears your renewal fee would be $59.00, plus a $10.00 filing fee which seems more than con- siderate on the part of Jim and the Building Department. I would ask that you give some thought to the elimination of the misunder- standing about when permits expire to keep things accurate on your part as you proceed. Very truly yours, Clay Castleberry Director of Public Works CC/ss cc: Supervisor Hilda Wheeler p June 16, 1931. SUBJECT: Renewal of build i.ng permit f'o1' 1 -us icicllt i c1 i StrLICtUrO in Forest Ranch. Superl-isor, Hilda Wheeler, In 1977 a permit for a 600 square foot house 1•ras.initiated and granted. Upon.inspection by the Butte County Building Department,, a problem was found in the design of the exi:sting buildings foundation. Ile then initiated in 1979 a design for an addition on the existing structure, which included a repair method for the foundation in question, a permit was then granted after. ,.i. fee of. $175.00 was paid. Ile have raised the .finances to complete the structure. This n;orning. my wife went to the County Building department to pay this years fees for both permits. The inspector renewed the original permit, but would notrenew the secondary permit which incorporated corrections for the original design. The reason the inspector gave for not issuing a permit renewal, is that we had not called for an inspection since . the permit l,ras issued. Ile wmated us to resubmit liri.nts for approval, and issue a new permit for $337..00, instead of a 60.00 renewal fee. I believe the permit fee is for paper work, and inspectors wages, and transportation costs during inspection of building progess. i realize that the reason behind the rule is to keep people who ;Mould avoid paying property improvement from a perpetual building pei•m:.Lt. Our situation.is, l am a property owner, not a contractor, trying to build a home on weekends and raising funds for the project, as well as provisions for my family during the week. We have looked on all permit documents that were issued us, and can find no stipu.la*tion about a minimum number of inspections per year. I;'e feel that we have paid needed permit fees, and that a new permit :issue would be a duplicate fee for us to pay. Any help you could lend us would be greatly appreciated. Thank ,you, Brad (fall P.O. Box 164 • Forest Ranch, Ca. 95942 343-1359 865-4738 June 16, 1931 SUBJECT: Renewal of buildingpermit for r�:�i;i r•t.ia: structure in Forest Ranch. Supervisor, Flilda i•iheeler-, In :1977 a permit for a 600 square foot hotly, .initiated and granted. lip -on inspection by the Butte County Building Department,. a problem was found .in the design o.f the existing buildings foundation.. We then initiated in 1979 a design for an addition on the existing structure, which included a repair method for the foundation in question, a permit was then granted after a fee of $175.00 was paid. We have raised the finances to complote tits. structure. This morning, my wife went to the County Rui lrl i.rtg Pej)artment to pay this years fees for both permits. The inspector renewed the original permit, but would notrenew the secondary permit which incorporated corrections for.the original design. The reason the inspector gave for not issuing a per—mit renewal. is that 1;e had not called for an inspection since the permit.a,as issued. I(e Ranted us to resubmit prints for approval, and issue a new permi.t. For $337.00, instead of a $60.00 renewal fee. I believe the permit feeds for paper Cork, and :inspectors wages, and t.ransporta:ion costs dLlr.ing inspecton of br.rilding pr6gess. 1 realize that the reason behind the rule. i.s to ;;ecp people t,ho would avoid paying property improvement from a perpetual building pernl.it. Our situation is, I am a property owner, not a contractor, tryLng to build a home on weekends and raising funds for the pro,iec:t, as well as provisions for my family during the week. We have looked on all permit documents that.were issued us, and can find no stipulation about a minimum number of inspections per year. he feel that we have paid needed permit fees, .and that a neW I,cr1111 t issue wo6ld be a duplicate fee for.us to pay. Any help you could lend us would be greatiy appreciated. (haitn VOL1, Brad Ilai.l 11.0. Boa 164 .� Forest Ranch, Ca. 95942 3_13_1 )S9 �i,5-d73S . Ae-.� /J os . s�-e ��..: 4D l Ss v e d p flr Y : /l-�-e.: •. o �' �. , ! yea 2': -� wo�� s 4v-/2� �' r..o-�o��.d�-{z•o,. !®o eve /� `6 Yew�-� / /J e u LY Lo"� �t� keuf'-tJ U e.. l� r Also J, eN et.(i iYCi L s (J r (mss cr-t-C_ J /iit+� � ✓V o[ V. � . ~ -. �`T �i�i�-� / � "/.�7�/�-t-h i. l �S �c C � t.. - � ....•%P-{z-1 ✓c c _� e 3 _ o'i--a i'- . _ 42e- C.. 19 77 a 0J _ .. /-e .r,,. '� Geri ....:. L.� 4-1 ti � 'T :i �/ �l l/ r1.� . �� S �/Irf • I� � � .�� � %r G' "- r 7 t-�1 .'tom A� /L+�7 � .. ��✓� ..J ...1� �A � � � trti � V ' O7�i� L . O 1) � ll Co 1, e . �_ k.� e•�,.;=ems .. • -�� � '- ._ a-t- � ., �� •._ �--4 s _ ._. �S�D'D' ��-` c+ ... - _ -- T � +.. `} .. .� .._tet -�•_-t :. ,- _ / \ �\. )�\ .\ _. -J, r, r'\' .. ... _. .. .:.. .-._.. ..�.'�:. ��\... _. .tom. �'? •t.'i � ..Y� T ..\_ �.: .1 �'A .-...- } w +.•4._ _..{�. �`�,__ 1. 2. 3. 4. 5. 6. 7. 8. -9. 10. 11. 12. -13. 14. -15. 16. 17. 18. 19. 20. 21. 22. 23. crete design A R C H I T E C T W R E A N 0 P L A N N I N G Timothy J. Crete - Architact ( C - 24094.) 2540 Esplanade #12 Chico, CA. 95973 tele (530) 345-6676 www . cretedesign . com fax (530) 898 - 0586 e x p e r i e n c 6 you can build on ... Wednesday, March 24, 2004 SOLDA RETROFIT STRUCTURAL CALCULATIONS INDEX COVER LOAD SUMMARY FOR LATERAL ANALYSIS RIDGE AT LOFT (CABIN): ANALYSIS FLOOR JOISTS AT LOFT AND MAIN FLOOR (CABIN): ANALYSIS REAR ADDITION TO CABIN: ANALYSIS SIDE ADDITION TO CABIN: ANALYSIS LOADS: LINES A,B,C AND 1;2,3 LINE 1: LOFT LINE 2: LOFT LINE A: LOFT LINE B: LOFT LINE 1: MAIN FLOOR LINE 2: -MAIN FLOOR LINE 3: MAIN FLOOR LINE A: MAIN FLOOR LINE B: MAIN FLOOR -LINE C: MAIN FLOOR LINE 3: STORAGE (NOTE, NO LINE I LINE A,B AND C: -STORAGE SHEAR WALL SCHEDULE NOTES FLOOR PLAN SCHEMATIC ELEVATION SCHEMATIC Page 1 FILE COPY vI r- ILOAD -SUMMARY FOR LATERAL ANALYSIS WIND GOVERNS WIND ANAYSIS .Normal force .method, 7 ... ph wind speed P = C8, Ca, qs, 1w EXPOSURE: B WALLS -P = (0.62)(1.3)(14.5)(1.0) = 0.0117 ksf.@ 15 ft. P = (0.67)(1.3)(14.5)(1.0) = 0.0126 ksf @ 20 ft. P = (0.72)(1.3)(14:5)(1:0) 0.0136 ksf @ 25 ft. P = (0.76)(1.3)(14.5)(1.0) = 0.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P = (0:62)(1.0)(14:5)(1:0) = 0;009 ksf @ 15 ft. P = (0.67)(1.0)(14.5)(1.0) = 0.010 ksf @ 20 ft. -P = (0.72)(1:0)(14.5)(1.0) =-0 - 011 ksf @ 25 ft. P = (0.76)(1.0)(14.5)(1.0) = 0.0.11 ksf @ 30 ft. RQOFS 9:12 TO LESS THAN 12:12 _P = -(0.62)(1.1)(14.5)(1.0) =0.01,0 ksf @ 15 ft. P = (0.67)(1.1)(14.5)(1.0) = 0.011 ksf @ 20 ft. P = (0.72)(1,1)(14.5)(1:0) = 0.012 -ksf @ 25 - t. P = (0.76)(1.1)(14.5)(1.0) = 0.012 ksf @ 30 ft. SEISMIC ANALYSIS (STATIC METHOD) V = (2.5 Ca/R)(w) s ((2.5X0.36 w) = 0.1636(w) @ PLYL NOOD SHEAR WALLS GRAIJITYYLLO,ADS 4.• T=;o r2- Gyp 6o,4i v SW5- ROOF LOADS: 18 psf, -dead toad -+ 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf, dead load + 40 psf live load = 50 psf total load WALL LOADS: 10 psf @ exterior walls with 1 -coat stucco or siding Page 2 of 23 &- 9 e h tip, 9 11PA E tf�. V z r re P!Ai i";' OT f& 7"-': (�Ofu 0 it). F )f OKI. Of Of, r"I.Cv. 61 a I (Ito 0. - till r 'R 00;v. + ; " i o C 0'!Aul 4-1 RIDGE AT LOFT (CABIN):ANALYSIS 2X10 SPAN = 7'-6n (55)(4) = 220; LOAD 220 #/If (w)(12)(12)/8= M M/fb = S (w)(1/2)(3/2)/f„= A ((220)(7.5)2(12)/8)/1250 = S =14.9 (220)(7.5/2)(3/2)/95 = A =13.0 2X10 > S = 21.39; A = 1,3.8 SINGLE 2X10 OK @ EA. SIDE OF POST 2X8 RAFTERS UP TO 24° O/C OK @ LOFT -LOAD AT RIDGE POLE -CONNECTION (7.5)(4)(55) =1650 POUNDS; BOLTS Page 3 of 23 r ELOOR JOISTS,j6T LOFT (CABIN): ANALYSIS SPAN = 8'-2" 2X8 UP TO 24" O/C OK WO HEADER OVER KITCHEN AND LIVING ROOM (LINE 2) LOAD (7.5)(60) = 450 SPAN = 8'-0" ((450)(7.5)2(12)/8)/1250 =.S = 3Q3 (450)(7.5/2)(3/2)/95 = A = 26.6 t* 2X10 S= 21.39; A = 13,8 =* FAILS SOLUTION: ADD 2X10 TO OPPOSITE- SIDE OF POSTS FLOOR JOISTS MAIN FLOOR (CABIN) 2X6 UP TO 24" O/C OK Page 4 of 23 REAR ADDITION TO CABIN: ANALYSIS RAFTERS: SPAN = 8'-0" LOAD = 85 PSF SPAN UP TO 16" O/C OK CEILING JOISTS 2X6 UP TO 16" O/C OK FLOOR JOISTS LOAD = 60 PSF SPAN = 4'-0" 6X14 BEAMS AT 48" O/C SUPPORT 2X6 AT 16" O/C, 6X14 RESTS ON DOUBLE TOP PLATE WITH STUD BENEATH. Page 5 of 23 C, SIDE ADDITION TO .CABIN: ANALYSIS ROOF IS PRE-ENGINEERED TRUSSES AT 24" O/C FLOOR JOISTS FLOOR LOAD = 60 PSF O -2)(10'S AT 16" O/C K SPAN = 10'-0" NOTE: FLOOR JOISTS CENTER GIRDER IS (4) LAMINATED 2X10'S. JOINTS ARE SPACED SO MAXIMUM SUPPORT COMES FROM ONLY (2) JOISTS BETWEEN POSTS LOAD = (12)(60) = 720 ((720)(10)2(12)/8)/1250 = S = 86.44 (720)(10/2)(3/2)/95 = A = 57;,0 =:> (2) 2X.10 S= 42; A = 26 =:> FAILS SOLUTION ((720)(4.5)2(12)/8)/125.0 = S =18 (720)(4.5/2)(3/2)/95 = A =46 =:> (2) 2X10 SF 42; A= 26 (720)(4.5) =3240 INSTALL 2'-0" SQUARE 12" DEEP FOOTING W/PRE-FABRICATED PIER AND 6X6 POST W/CAP. INSTALL BETWEEN (E) POSTS TO REDUCE SPAN OF (E) GIRDER TO 5'-0" CENTER TO CENTER OR LESS. Page 6 of 23 -MAIN FLOOR AND LOFT 17 LINE A: (11/2)(8)(0.0117) = 0:514 (10/2)(16)(0.0126) = 1.008 -SUM = 1..53 LINE B: -(11/2)(8)(0:0117) =0.514 (10/2)(16)(0.0126) = 1.008 (40/2)(12/2)(0.0117) = 0.41-5 (40/2)(6)(0.010) = 1.200 SUM = 3.14 / -LINE-C: (40/2)(12/2)(0.0117) = 0.415 .(40/2)(6)(0.010) = 1.200 SUM =.1.62J ALL FLOORS r* L.AIiE12A L- m ?j2 196 Sit S M 1 c- CV -S 6 N CA -L CS LINE 1: < (,0 ef LOAV = It 4 0 WX �. (24/2)(14/2)(0.0117`) = 0.415 LINA (40/2)(6)(0.010) = 1.200 SUM = 1.62 LGA W�$� LINE 2: N� � e Z v W. = (24/2)(14/2)(0.0117) = 0.980 (28/2)(10)(0.010) = 1.400 (16/2)(16/2)(0.0117) = 0.748 (18/2)(5)(0.010) ;-0:450 SUM = 1.62 3.�7 z LINE 3: (16/2)(16/2)(0.0117) = 0.980 (18/2)(5)(0.010) = 0.450 -SUM = -1:20'"-*rG IE�-? LINE 5: (8)(0:021) = 1:51 (10)(4)(0.022) = 0.88 SUM = 2.39 Page 7 of 23 IS I.esK LINE 1: LOFT -LOAD: WALLS: 4.0 + = 8.0 to, 1.4010.9 = 0.175 -SHEAR: INSTALL 3/8" PLYWOOD WITH 6d AT 6" EDGE 12" FIELD CLIPS; END NAIL, PLYWOOD WHERE SPECIFIED TO (E) RIBBON (RIM). ANCHO BOLTS• AS INSTALLED OK TYPICAL BOTTOM PLATE TO RIM NAILING 16d'S AT -16" O/C. ✓ O.T. (4/8)(1.40)(3) = 2.1 2.1/4=0.525 INSTALL CS16 STRAP s/ Page 8 of 23 LINE 2:.LOFT LOAD: 1.4 + 0.45 .85 WALLS: 4.0 + 4.0 - 1.86/8.0 = 0.23 SHEAR: INSTALL 3/8" PLYWOOD WITH 6d A 4" EDGE 12" FIELD CLIPS! PLYWOOD WILL CREATE CONNECTION, SEE NOTE A 7 <!!f— RD -W A ON ANCHOR BOLTS: AS INSTALLED OK (4/8)(1.85)(3) = 2.78 2.78/4 = 0.69 ,INSTALL CS16 STRAP - -- ,_ - _ - - -� - -y- , ,t P:,- 1" 5 ate-(( Page 9 of 23 -SEAR: '/2" G.B. AS INSTALLED OK t/ CLIPS: AS BUILT OK, SEE NOTE A r ANCHOR BOLTS: AS INSTALLED OK O.T. (24)(1.0)(3) = 3.0 3.0124 = 0.12 NO H.D. REQUIRED LINE A: LO LOAD:1.00 WALLS:. ✓ 1.0124.0 = 0.04 Page 10 of 23 -SHEAR: %2n G.B. AS INSTALLED OK -CLIPS: AS BUILT OK, SEE NOTE A ANCHOR BOLTS: AS INSTALLED OK O.T. (24)(2.2)(3) = 6.6 6.6/24 ='0.21 NO H.D. REQUIRED LINE : LOEX LOAD: 2.2 WALLS: A 2.20124.0 = 0.09 Page 11 of 23 LINE 1: MAIN F -OR ,LOAD-. 2.38 WALL .2.5 12+12.5+3.5+4.0+4.0=38.5 2„38138.5 = 0.06 -SHEAR: Y2" G.B. AS INSTALLED OK ✓ IPS: AS BUILT OK, SEE NOTE A ANCHOR MOLTS: AS INSTALLED OK O.T. NO H.D. REQUIRED Page 12 of 23 -LINE 2: MAIN FLOOD LOAD: J3.557� WALLS: 3,,5&+ 10 + 16.6 = 30.0 r/ 3.67/30.0 = 0.119 _SHEAR: INSTALL 3/8" PLYWOOD OR 5/8" T1-11 SIDING W/8d'S AT 6" EDGE 12"FIELD.✓ CLIPS: AS BUILT OK, SEE NOTE A ANCHOR BOLTS: AS INSTALLED OK O.T. (3.5/30)(3.57)(12) = 5.0 5.0/3.5 = 1.4 INSTALL HD: PHD2 Page 13 of 23 Im LINE 3: -MAIN FLOOR LOAD: 1.20✓ WALLS: 4.0 1.20/4.0 = 0.30 HEAR: INSTALL 3/8" PLYWOOD W/8d'S ' 4" EDGE 12" FIELD CL -Ips: AS BUILT OK, SEE NOTE A ANCHOR BQLTS: AS INSTALLED OK (9/4)(1.20)(8) = 9.6 9.6/8.5 = 1.13 1NSTALL STRAP, 42n CS16 W/4X4 --STRAP 4X4 AT MAIN -FLOOR TO 4X4 AT FLOOR BELOW. Page 14 of 23 A LINE A: -MAIN FLOOR LOAD: X1.53 WALLS: 3:9'+ 6.0 + 1�O = 23.0,,,-- 1.53/23 3.0/ 1.53/23 = 0.06 -SH AR: %" G.B. AS INSTALLED OKE CLIPS: AS BUILT OK, SEE NOTE A ANCHOR BOLTS: AS INSTALLED OK O.T. (3.0/23)(1.53)(13) = 2.59 2.59/3.0 = 0.86 INSTALL, STRAP: CS16 �^ ' Na bold feu.) � 1, a.., e, / &Xj . Page 15 of 23 4-0 LINE -B: MAIN- FL-OQR LOAD: ='3.14 —'— WALLS: 8.0 + 4.5 + 5.5 = 18.0 3.14/18.0 = 0.17 -SHEAR: INSTALL 3/8° PLYWOOD W/8d'S AT 6" EDGE 12" FIELD. -CUPS• AS BUILT OK, SEE NOTE A ANCHOR BOLTS: AS INSTALLED OK O.T. (8/18)(3.14)(13) = 18.2 18.2/8.0 = 2.2 INSTALL STRAP, (2) 48" CS16 W/4X4 --STRAP 4X4 AT MAIN FLOOR TO 4X4 AT FLOOR BELOW. Page 16 of 23 -SWEAR: '/" G.B. AS INSTALLED OK CLIPS: AS BUILT OK, SEE NOTE A ANCHOR.BOLTS: AS INSTALLED OK O.T. (24/24)(1.62)(13) = 21 21/24=0.87 NO H.D. REQUIRED LINE C: -MAIN FLOOR LOAD: = 1.62,"' WALLS: 24.0 1.62124.0 = 0.07 Page 17 of 23 LINE 3: STORAGE LOAD: 1.2 WALLS: 4.0- ✓ 1.80/4.0 = 0.30 -SHEA INSTALL 3/8" PLYWOOD W/8d'S AT 4" EDGE 12" FIELD. CLIPS: 1. 45-2 6 INSTALL AWS AT 12" O/C ' C R BO ,,1-20/6:48-=-2-5 INSTALL Y.- STAND RD A.B. AT 12n O/C(TOTAL O�3MI�N.12- �FRO`MEA�CHEND AND ONE AT MIDDLE) , �j�... 'l,/ lJ O.T. (4/4)(1,20)(17) = 20.4 20.4/4 = 5.10 INSTALL HD: PHD6 / Page 18 bf 23 LINE A: STORAGE LOAD: = 1.53 WALLS: 12.0 1.53112 = 0.13 SHEAR: INSTALL 3/8" PLYWOOD W/8d'S AT 6" EDGE 12" FIELD. CLIPS: AS INSTALLED OK ANCHOR BOLTS: AS INSTALLED OK O.T. (12/12)(1.53)(17) =.26. 0 26.0/12 = 2.17 INSTALL HD: PHD2 \ LINE B: STORAGE -LOAD: = 3.14 WALLS: 12.0 3.14/12 0.26 SHEAR: -INSTALL 3/8" PLYWOOD W/8d'S AT 4" EDGE 12" FIELD. CLIPS: AS -INSTALLED OK ANCHOR BOLTS: AS -INSTALLED -OK O•T. (12/12)(3.14)(17) = 53.4 53.4/12 = 3.34 INSTALL HD: PH06 BLOCK WALL AS BUILT OK LINE C:. STORAGE Page 19 of 23 a .y SHEAR WALL SCHEDULE WALL TYPE SHEAR ANCHOR CLIPS H.D. COMMENTS Q 3/8" PLY W/6d'S AT 16d'S AT 16" SEE NOTE A CS16 STRAP 24" LONG, (E) 6"-8" DIA. POSTS ACT 6"112" EDGE/FIELD 0/C PLATE TO .2X4 END STUD AT LOFT AS H.D. CONN. AT OUTER 1 RIM TO RIBBON (RIM) END OF SHEAR PANEL, NAIL STUD AT POST TO POST W/16d @ 16" O/C 3/8" PLY W/6d'S AT 16d'S AT 16" SEE NOTE A CS16 STRAP 24" LONG, (E) 6"-8" DIA. POSTS ACT 4'/12" EDGE/FIELD OIC PLATE TO 2X4 END STUD AT LOFT AS H.D. CONN. AT OUTER 2 RIM TO RIBBON (RIM) END OF SHEAR PANEL, NAIL STUD AT POST TO POST W/16d 16" O/C 1/2" G.B. OK AS- 16d'S AT 16" 'SEE NOTE A NIA (E) 6"-8" DIA. POSTS ACT BUILT O/C PLATE TO AS H.D. CONN: AT OUTER 3 W/STANDARD RIM END OF SHEAR PANEL, NAILING NAIL STUD AT POST TO POST W/16d .@ 16" O/C 1/2" G.B. OK AS- 16d'S AT 16" SEE NOTE A N/A SEE NOTE C 4 BUILT O/C PLATE TO W/STANDARD RIM NAILING 3/8" PLY W/8d'S AT 16d'S AT 16" SEE NOTE A PHD2, SEE NOTE C SEE NOTE B AND C, 5 6"/12" EDGE/FIELD O/C PLATE TO STRAP PLATE TO RIBBON RIM W/MSTC40 3/8" PLY OR 5/8" T1- 16d'S.AT 16" SEE NOTE A CS16 STRAP 42" LONG, SEE.NOTE B 6 11 W/8d'S AT 6"/12" O/C PLATE TO 494 MAIN FLOOR TO :EDGE/FIE D RIM FLOOR BELOW. 1/2" G.B. OK AS- 16d'S AT 16" SEE NOTE A NAIL STUD AT ENDS TO SEE NOTE B AND f BUILT OIC PLATE TO POLE W/16d'S AT 12" O/C 7 W/STANDARD RIM AND INSTALL 30" LONG NAILING CS16 FROM 2X4 TO RIBBON RIM 318" PLY OR 518" T1- 16d'S AT 16" SEE NOTE A SEE NOTE D SEE NOTE B 8 11 W/8d'S AT 67/12" O/C PLATE TO (AT 8A SEE NOTE E) EDGEIFIELD RIM %' G.B. OR 5/8" T1- 160'S AT 16" SEE NOTE A SEE NOTE B N/A 9 11 OK O/C PLATE TO W/STANDARD RIM NAILING 3/8" PLY OR 5/8" T1- -SEE NOTE B, SEE NOTE A PHD6, SEE NOTE C INSTALL W/4X4 TO 11 W/8d'S AT 4"/12" %"X 10" A.B. MATCH ABOVE 10 EDGE/FIELD AT 72" OIC (12- FROM ENDS 3/8" PLY OR 5/8" T1- SEE NOTE B, SEE NOTE A PHD2, SEE NOTE C INSTALL W/04 TO 11 W/8d'S AT 6712" 1/2"X 10" A.B. MATCH ABOVE 11 EDGEIFIELD AT 72" O/C (12" f ROM ENDS 318" PLY OR 5/8" T1- SEE NOTE B, SEE NOTE A PHD2, SEE NOTE C INSTALL W/04 TO 11 W/8d'S AT.6"/12" %".X 10" A.B. MATCH ABOVE 12 EDGE/FIELD AT 72" 0/C (12' -FROM ENDS) 13 BLOCK WALL OK N/A N/A NIA NIA AS BUILT Page 20 of 23 NQTE,�S NOTE A: INSTALL A35 AT PLATE OR 2X RIBBON (RIM) TO BLOCKING BETWEEN RAFTERS OR TRUSS TOP CHORD. AT 24" O/C. WHERE A VENT OCCURS, INSTALL 2 A35'S AT ADJACENT BAYS. AT GABLE END WHERE TRUSSES OCCUR, INSTALL A35'S -24" O/C BETWEEN CHORD OF TRUSS TO PLATE. INSTALL PLYWOOD AT SPECIFIED NAILING TO TOP CHORD OF TRUSS AND RAFTERS. INSTALL END NAILING AT BLOCKING AND RAFTER OR TOP CHORD OF TRUSS AT SHEAR WALLS. N TE B: WHERE PONY WALL OCCURS BELOW FLOOR LEVEL AT EXTERIOR WALLS, INSTALL 3/8" -PLYWOOD OR T1-11 SIDING WITH 8d'S AT 6"/12" EDGE FIELD W/ Y2"X10" A.B. AT 6" O/C, REPLACE (E) WASHERS WITH 2 3/8"X3/16" SQUARE WASHERS. INSTALL H.D. AS NOTED. NO INSTALL H.D.'S AS SPECIFIED ON 4X4 AS PER CHART BELOW: PHD6-SDSW WITH EPDXIED 7/8" X IO" THREADED'ROD, EMBED 2 %" MIN. W/SIMPSON "SET" HIGH STRENGTH EPDXY. DRILL 1" DIA. HOLE AND INSTALL AS PER MANUFACTURERS SPECIFICATIONS. PHD2-SDSW WITH EPDXIED 5/8"X 6" THREADED 'ROD, EMBED 2 Y2" MIN. W/SIMPSON "SET" HIGH STRENGTH EPDXY. DRILL %" DIA. HOLE AND INSTALL AS PER MANUFACTURERS SPECIFICATIONS. -NOTE-D; WHERE (E) POLES OCCUR IN SHEAR WALLS NAIL END STUDS AT POLE W/16d'S Q 12" -O/C. AT OTHER LOCATIONS INSTALL 4X4 AT MAIN FLOOR AND FLOOR BELOW AND INSTALL (2) CSI STRAPS 48" LONG. NOTE E: AT H.D. INSTALL MSTC40 FROM 4X4 TO 6X10 AND (4) TS22 AT,6X10 TO 8X14 GIRDERS AT EACH GROSS CONNECTION. -INSTALL PHD5 AT 8X14 TO FOOTING CONNECTION W/ 518"X 8" THREADED ROD, EMBED 5" MIN. W/SIMPSON "SET" HIGH STRENGTH EPDXY. DRILL'/" DIA. HOLE AND INSTALL AS PER MANUFACTURERS SPECIFICATIONS a Page 21 of 23 4 STORAGE UNDER 16.5 4030 5068 MAIN FLOOR Page 22 of 23 `-1 A • r• r/ crate design A R C H I T E C T U R E A N D P L A N N I N G Timothy J. Crete - Architect (C-24094) 2540 Esplanade #12 Chico, CA. 95973 tele (530) 345 6676 www . cretedesign . corn fax (530) 898 - 0586 experience you can build on ... Friday, August 27, 2004 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. SOLDA RETROFITR�,-. STRUCTURAL CALCULATIONS -REVISED 7 INDEX COVER RIDGE AT LOFT (CABIN): ANALYSIS FLOOR JOISTS AT LOFT AND MAIN FLOOR (CABIN): ANALYSIS REAR ADDITION TO CABIN: ANALYSIS SIDE ADDITION TO CABIN: ANALYSIS LOAD SUMMARY FOR LATERAL ANALYSIS COMPARISON OF WIND TO SEISMIC (HAND WRITTEN INSERT) COMPARISON OF WIND TO SEISMIC CONT. (HAND WRITTEN INS LOFT LINE DESCRIPTION/SCHEMATIC (HAND WRITTEN INSERT DIAGRAM I, FOR MAIN FLOOR (HAND WRITTEN INSERT) LOFT LOAD CALCULATIONS (HAND WRITTEN INSERT) LOADS AT LOFT (HAND WRITTEN INSERT) LINE A: 6X 10 (HAND WRITTEN INSERT) LINE A: 6X10 CONT. (HAND WRITTEN INSERT) ANSWER TO PLAN CHECK ITEM #6 (HAND WRITTEN INSERT) COPY OF RESIDENTIAL CMU FOUNDATION DETAIL (INSERT) 2X10 HEADER AT POLES(HAND WRITTEN INSERT) 2X10 HEADER AT POLES DETAIL (HAND WRITTEN INSERT) LINE 1: LOFT LINE 2: LOFT LINE A: LOFT LINE B: LOFT LINE" 1: MAIN FLOOR LINE 2: MAIN FLOOR LINE 3: MAIN FLOOR LINE A: MAIN FLOOR LINE B: MAIN FLOOR LINE C: MAIN FLOOR LINE 3: STORAGE (NOTE, NO LINE I, SEE NOTE FOR LINE 2 LINE &AND B: STORAGE (NOTE, NO LINE C) SHEAR WALL SCHEDULE NOTES FLOOR PLAN SCIiEMATIC ELEVATION SCHEMA"rIC F'0 t S G Page I of 3-T FILE COPY l✓ a � 7` � a RIDGE AT LOFT (CABIN): ANALYSIS 2X10 SPAN = 7'-6" (55)(4) = 220; LOAD 220 #/If (w)(12)(12)/8= M 2 M/fb = S (w)(1/2)(3/2)/f,= A ((220)(7.5)2(12)/8)/1250 = S = 14.9 (220)(7.5/2)(3/2)/95 = A = 13.0 2X10 > S = 21.39; A = 13.8 SINGLE 2X10 OK @ EA. SIDE OF POST 2X8 RAFTERS UP TO 24" O/C OK @ LOFT LOAD AT RIDGE POLE CONNECTION (7.5)(4)(55) = 1650 POUNDS; BOLTS r. Page 2 of 34 FLOOR JOISTS AT LOFT (CABIN): ANALYSIS SPAN = 8'-2" 2X8 UP TO 24" O/C OK 2X10 HEADER OVER KITCHEN AND LIVING ROOM (LINE 2) LOAD (7.5)(60) = 450 SPAN = 8'=0" ((450)(7.5)2(12)/8)/1250 = S = 30.3 (450)(7.5/2)(3/2)/95 = A = 26.6 =:> 2X10 S= 21.39; A = 13.8 => FAILS SOLUTION: ADD 2X10 TO OPPOSITE SIDE OF POSTS FLOOR JOISTS MAIN FLOOR (CABIN) 2X6 UP TO 24" O/C OK QL3 of '34`•-�"6 REAR ADDITION TO CABIN: ANALYSIS RAFTERS: SPAN = 8' -0 - LOAD = 55 PSF SPAN UP TO 16" O/C OK CEILING JOISTS 2X6 UP TO 16" O/C OK FLOOR JOISTS LOAD = 60 PSF SPAN..=.4'-07 ... •_...,�.:....:........_...,...,� .. , . .......... �. 51/4 x 12 9/" 4 BEAMS AT 48" O/C SUPPORT 2X6 AT 16° O/C, 51/4"x 12 3/"'? ' s�4 BEAM RESTS ON DOUBLE TOP PLATE WITH STUD BENEATH. u Page 4 of 34 R. SIDE ADDITION TO CABIN: ANALYSIS ROOF IS PRE-ENGINEERED TRUSSES AT 24" O/C FLOOR JOISTS FLOOR LOAD = 60 PSF 2X10'S AT 16" O/C OK SPAN = 10'-0" NOTE: FLOOR JOISTS CENTER GIRDER IS (4) LAMINATED 2X10'S. JOINTS ARE SPACED SO MAXIMUM SUPPORT COMES FROM ONLY (2) JOISTS BETWEEN POSTS LOAD = (12)(60) = 720 ((720)(10)2(12)/8)/1250 = S = 86.4 (720)(10/2)(3/2)/95 = A = 57.0 =:> (2) 2X10 S= 42; A = 26 =:> FAILS SOLUTION ((720)(4.5)2(12)/8)/1250 = S = 18 (720)(4.5/2)(3/2)/95 = A = 26 =::> (2) 2X10 S= 42; A = 26 (720)(4.5) = 3240 INSTALL 2'-0" SQUARE 12" DEEP FOOTING W/PRE-FABRICATED PIER AND 6X6 POST W/CAP. INSTALL BETWEEN (E) POSTS TO REDUCE SPAN OF (E) GIRDER TO 5'-0" CENTER TO CENTER OR LESS. Page 5 of 34 �-- LOAD SUMMARY FOR LATERAL ANALYSIS SEISMIC GOVERNS WIND ANAYSIS Normal force method, 75 mph wind speed P = Ce, Cq, qs, 1w EXPOSURE: B WALLS P = (0.62)(1.3)(14.5)(1.0) = 0.0117 ksf @ 15 ft. P = (0.67)(1.3)(14.5)(1.0) = 0.0126 ksf @ 20 ft. P = (0.72)(1.3)(14.5)(1.0) = 0.0136 ksf @ 25 ft. P = (0.76)(1.3)(14.5)(1.0) = 0.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P = (0.62)(1.0)(14.5)(1.0) = 0.009 ksf @ 15 ft. P = (0.67)(1.0)(14.5)(1.0) = 0.010 ksf @ 20 ft. P = (0.72)(1.0)(14.5)(1.0) = 0.011 ksf @ 25 ft. P = (0.76)(1.0)(14.5)(1.0) = 0.011 ksf @ 30 ft. ROOFS 9:12 TO LESS THAN 12:12 P = (0.62)(1.1)(14.5)(1.0).= 0.010 ksf @ 15 ft. P = (0.67)(1.1)(14.5)(1.0) = 0.011 ksf @ 20 ft. P = (0.72)(1.1)(14.5)(1.0) = 0.012 ksf @ 25 ft. P = (0.76)(1.1)(14.5)(1.0) = 0.012 ksf @ 30 ft. - _ .-..._.... ..... SEISMIC ANALYSIS (STATIC METHOD) V = (2.5 Ca/R)(w) = ((2.5X0.36)/5.5)(w) = 0.1636(w) A- PLYWOOD SHEAR WALLS � V = (2.5 Ca/R)(w) = ((2.5X0.36)/4.5)(w) = 0.20(w) A- GYP. BOARD SHEAR WALLS G GRAVITY LOADS ROOF LOADS: 18 psf, dead load + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf, dead load + 40 psf live load = 50 psf total load WALL LOADS: 10 psf @ exterior walls with 1 -coat stucco or siding Page 6 of 34 `" t -,J) j 10 rlQ A- C, Lj 6) (1 0.10 ) (ooS' �uzb Z `f7 2�s ON r (�y ,g) _ a�L 13 '3�7, 7i -i t,\ -)- Y'v 4 ev,c. 3 s _ mac. c�A! .. ... ���®�.._:.... _1�:�•,.. r%oor) - :_....... .:. Qi..AFa (wAIr til 2yXYu� (,YD���'�� PL4R (r.-AiK K-), - 1 11 o Iv ("',/&mop v ' r Ile . 0.0.... �_ .... r f AD �7 ju-I�O_S LA2^06 oO9'Vn,- A.,.-) LtSS SkM,4041r L'..) 4oj A 7-/7X 4/ftf 1--WoPh IYX- ���,��- �� ,mss ,�-�.��a,�c , OOT �7m f r✓ /3� 4 fo/.*� A6 1,5 ,40 ' a . 7:7 4�- 5-j ,1,5 'SPECIFICA TIONS 1. CONCRE TE - f'c = 2.500 PSI C& 28 DA YS 2. REINFORCING - ASTM A615, GRADE 40 MIN 3. BLOCK - AS TM C90, GRADE N, / m -1500 PSI (CMU f'c=1900 PSI) 4. GROUT - f'c= 2.500 PSI ns 28 DAYS 5. MOR TAR - TYPE_ S, 1800 PSI 0 28 DAYS 6. REINF. LAP SPLICES - 24" MINIMUM 7. FOO TINGS SHAL L BE EXCA VA TED IN TO FIRM, UNDIS TURBED SOIL TO DEP TN D *FLOORS HORIZ BARS VERT BARS * -* TW B D ONE #4 Cd32 "0. C. #4 92 4 "0. C. 6" 12 " . 12 " TWO #40)24 "0. C. #4024 "0. C. 8" 15 " 18 " "(FLOORS REFERS TO NUMBER OF FLOORS PER UBC TABLE 29-A) FOR HEIGHT OF 24" * * TW REFERS TO BL OCK OR LESS, REFER 70 T W 'r THICKNESS, 6 " OR 8" UBC SEC. 2404 (f) FULL Y GROU TED HORIZ BARS VERT BARS - REINF. 0 CIL OF WA L L DO WEL S TO MA 704 VER T REINF UNDISTURBED SOIL -- 3 "CLR 3 "CLR B 4'-0" MAX J 1—#4 CON T. IN FTG 0 THER HEIGH TS OR CON01 TIONS REQUIRE ENGINEERING C RESIDENTIAL CMU FOUNDA LION REV oArE _ 2 91 SCA[f. 3/4*wr'-0DATE 4192 BUTTF COUNTY BUILDING DEPARTMENT 2 s 9s DWG: CAIUFTC STD 12.4 May 1995 I �'�" 3 `'� 9.15 4411 ** .01 44 fxlo � f / 0 504/ C4/'BJ( 4e: eo 40ye- 7-0 I -q-0 C-- T- 5cw .- 70� Ch (�oMP✓vSyv� F��� � Z1' �r � you 1S'a LINE 1: LOFT LOAD: .89 WALLS: 4.0.+ 4.0 = 8.0 0.89/8.9 = 0.11 SHEAR: INSTALL 3/8" PLYWOOD WITH 6d AT 6" EDGE 12" FIELD .�Q CLIPS: v �..c END NAIL PLYWOOD WHERE SPECIFIED TO (E) RIBBON (RIM)., ANCHOR BOLTS: AS INSTALLED OK TYPICAL BOTTOM PLATE TO RIM NAILING 16d'S AT 16" O/C. O.T. (4/8)(0.89)(3) = 1.34 1.34/4 = 0.335 INSTALL CS16 STRAP CPaageD34 ' LINE 2: LOFT LOAD: 0.89 . WALLS: 4.0 + 4.0 = 8.0 0.89/8.0 = 0.111 SHEAR: INSTALL 3/8" PLYWOOD WITH 6d T 4" EDGE 12" FIELD CLIPS: PLYWOOD WILL CREATE CONNECTION, SEE NOTE A /Vo ANCHOR BOLTS: AS INSTALLED OK (4/8)(.089)(3) = 1.34 1.34/4 = 0.33 INSTALL CS16 STRAP Page 20, of 34 LINE A: LOFT LOAD: = 0.89 FOR PLY SHEAR, 1.0 FOR GYP. BD. SHEAR WALLS: 24.0 G.B. SHEAR = (0.89)(0.20)/.1636 = 1.0 ' 1.0/24.0 = 0.04 ) `. SHEAR '/2" G.B. AS INSTALLED OK CLIPS: AS BUILT OK, SEE NOTE A ANCHOR BOLTS: AS INSTALLED OK O.T. (24)(1.0)(3) = 3.0 3.0/24 = 0.12 NO H.D. REQUIRED Page 21 of 34 ' LINE B: LOFT. LOAD: = 0.89 FOR PLY SHEAR, 1.0 FOR GYP. BD. SHEAR WALLS: 24.0 G.B. SHEAR = (0.89)(0.20)/.1636 = 1.0 ' 1.0/24.0 = 0.04,— SHEAR: Y2" G.B. AS INSTALLED OK CLIPS: AS BUILT OK, SEE NOTE A ANCHOR BOLTS: AS INSTALLED OK. (24/24)(1.0)(3) = 3.0 t 3.0/24 = 0.09 NO H.D. REQUIRED Page 22 of 34 f f LINE 1: MAIN FLOOR LOAD: = 5.17 FOR PLY SHEAR, 6.7 FOR GYP. BD. SHEAR WALLS: 2.5+ 12+ 11.0+9.0+4.0=38.5 G.B. SHEAR = (5.17)(0.20)/.1636 = 6.7 6.70/38.5 = 0.175 INSTALL 3/8" PLYWOOD OR 5/8" T1-11 WITH 8d AT 6" EDGE 12" FIELD `A 0 CLIPS: AS BUILT OK, SEE NOTE A ANCHOR BOLTS: AB'S OK AS INSTALLED (72" O/C) 5.17/0.48 = 11 LINE 1 IS 40'-0" LONG. IF EXISTING AB'S ARE INSTALLED AT 72° O/C WITH 3 EXTRA BOLTS AT DOORS, A MINIMUM OF 11 BOLTS WILL BE PF�"�"� O.T. (2.5/38.5)(5.17)(8) = 2.68 2.68/2.5 = 1.07 NO H.D. REQUIRED n Page 23 of 34 L�� I LINE 2: MAIN FLOOR LOAD: = 5.99 WALLS: 3.5+ 10 + 16.6 = 30.0 5.99/30.0 = 0.199 SHEAR: -111....... .... I --- INSTALL 3/8" PLYWOOD OR 5/8" T1-11 SIDING W/8d'S AT 6" EDGE 12" FIELD. CLIPS: AS BUILT OK, SEE NOTE A PdPfUHOK BOL 15: ` 5.99/0.48 = 13 INSTALL RETROFIT (EPDXY) AB'S ALONG WALL SO THAT A MINIMUM OF 13 BOLTS OCCUR BETWEEN LINE B AND C. O.T. ...........:........: (3.5/30)(5.99)(12) = 8.4 ----- 8.4/3.5 = 2.39 INSTALL HD: PHD2 ` CPalge24of 34 LINE 3: MAIN FLOOR LOAD: = 0.82 WALLS: 4.0 0.8214.0 = 0.20 SHEAR: INSTALL 3/8" PLYWOOD W/8d'S AT 4" EDGE 12" FIELD. CLIPS: AS BUILT OK, SEE NOTE A ANCHOR BOLTS: AS INSTALLED OK: 0.82/0.48 = 2 O.T. (4/4)(0.82)(8) = 6.56 6.56/4.0 = 1.64 INSTALL STRAP, 42° CS16 W/4X4 — STRAP 4X4 AT MAIN FLOOR TO 4X4 AT FLOOR BELOW. Page 25 of 34 ,r•i- LINE A: MAIN FLOOR LOAD: = 2.93 WALLS: 3.0 + 6.0 + 14.0 = 23.0 f'• 2.93123 = 0.127 5HEAK: INSTALL 3/8" PLYWOOD OR 5/8" T1-11 WITH 8d AT 6" EDGE 12" FIELD CLIPS: AS BUILT OK, SEE NOTE A ANCHOR BOLTS: Gat1 y AB'S OK AS INSTALLED (72" O/C) - 2.93/0.48 = 7 LINE A IS 40'-0" LONG..IF EXISTING AB'S ARE INSTALLED AT 72" O/C, A MINIMUM OF 8 BOLTS WILL BE PRESENT O.T. (3.0/23)(2.93)(13) = 4.97 4.97/3.0 = 1.65 INSTALL STRAP: CS16 Page 26 of 34 �r LINE B: MAIN FLOOR LOAD: = 5.99 '-� WALLS: 8.0 + 4.5 + 5.5 = 18.0 r 5.99118.0 = 0.33 SHEAR: INSTALL 3/8" PLYWOOD OR 5/8" T1-11 W/8d'S 3" E,, GE 12" FIELD. CLIPS: AS BUILT OK, SEE NOTE A ANCHOR BOLTS: AS INSTALLED OK LINE B CONTAINS A COMBINATION OF AB'S AT THE (E) FOUNDATION AND NAILING FROM WALL TO BEAM. THE EXACT NUMBER OF ITEMS CANNOT BE CONFIRMED / j y O.T. (8/18)(5.99)(13) = 34.6 / 34.6/8.0 = 4.3 0 S I b h�,''l„ rl I INSTALL (2j CMST16 STFYAPS9, 66"TONG W/4X4 — STRAP 4X4 AT MAIN FLOOR TO 4X4 AT FLOOR BELOW. — NAIL W/16DS, — FILL ALL HOLES IN STRAP. po l- MAT -0A NoTi:-:; AT- NoTi:-:; `D ° Page 27 of 34 LINE C: MAIN FLOOR LOAD: = 3.06 WALLS: 24.0 3.06/24.0 = 0.128 SHEAR: INSTALL 3/8" PLYWOOD OR 5/8" T1-11 W/8d'S AT 6" EDGE 12" FIELD CLIPS: AS BUILT OK, SEE NOTE A ANCHOR BOLTS: 3.06/0.47 = 7; (24/6) +1 = 5 CONFIRM NUMBER OF AB'S IN FIELD AND ADD RETROFIT AB'S (EPDXY) AS NEEDED TO ACHIEVE A MIN. OF 7 BOLTS AT STANDARD SPACING (24/24)(3.06)(13) = 39.8 39.8/24 = 1.65 INSTALL PHD2-SDSW W/4X4 POST EA. END Page 21 of 34 r LINE 3: STORAGE LOAD: = 1.23 WALLS: 4.0 1.23/4.0 = 0.30 SHEAR: INSTALL 3/8" PLYWOOD W/8d'S AT 4" EDGE 12" FIELD. CLIPS: 1.20/0.45 = 2.6 til INSTALL A35'S AT 12 O/C ANCHOR BOLTS: --5INSTALL'/2" STANDARD A.B. AT 12" O/C (TOTAL OF 3 MIN. 12" FROM EACH END AND ONE AT MIDDLE) O.T. (4/4)(1.20)(17) = 20.4 20.4/4 = 5.10 INSTALL HD: PHD6 �dW s Nv rea1,�-� rem � tom. cl [20w v 1 V7 E 5 1Y&W Page 29 of 34 , A LINE A: STORAGE �. ( LOAD: = 4.23 WALLS: 12.0 4.23112 =.352 SHEAR - INSTALL 3/8" PLYWOOD OR 5/ 3" DGE 12" FIELD W/4X4 AT ENDS AND AT JOINTS CLIPS: AS INSTALLED OK ANCHOR BOLTS: r AB'S OK AS INSTALLED (72" O/C) 4.23/0.48 = 9; (16/6) +1 = 4 CONFIRM NUMBER OF AB'S IN FIELD AND ADD RETROFIT AB'S (EPDXY) AS NEEDED TO ACHIEVE A MIN. OF 9 BOLTS AT STANDARD SPACING O.T. (12/12)(4.23)(17) = 71.9 71.9/12 = 5.99 INSTALL HD: PHD8 W/ 7/8" ALLTHREAD INTO EXISTING. -'LINE B: STORAGE LOAD: = 2-9 WALLS: 12.0-1 8.0 20.0 7.29120 = SHEAR: ------ — INSTALL 3/8" PLYWOOD W/8d'S CLIPS: AS INSTALLED OK ANCHOR BOLTS: AS INSTALLED OK O.T. (12/12)(7.29)(17) = 74.35 74.35/12 = 6.19 12" FIELD. <7 O/v h INSTALL HD: PHD8 W/ 7/8" ALLTHREAD AND EPDXY INTO EXISTING. Page 30 of 34 SHEAR WALL SCHEDULE WALL TYPE SHEAR ANCHOR CLIPS H.D. COMMENTS 3/8" PLY W/6d'S AT 16d'S AT 16" SEE NOTE A CS16 STRAP 24" LONG, (E) 6"-8" DIA. POSTS ACT 6'/12' EDGE/FIELD O/C PLATE TO 2X4 END STUD AT LOFT AS H.D. CONN. AT OUTER 1 RIM TO RIBBON (RIM) END OF SHEAR PANEL, NAIL STUD AT POST TO POST Wil 6d @ 16" O/C 3/8" PLY W/6d'S AT 16d'S AT 16" SEE NOTE A CS16 STRAP 24" LONG, (E) 6"-8" DIA. POSTS ACT 4"/12" EDGE/FIELD O/C PLATE TO 2X4 END STUD AT LOFT AS H.D. CONN. AT OUTER 2 RIM TO RIBBON (RIM) END OF SHEAR PANEL, NAIL STUD AT POST TO POST W/16d Q 16" O/C 1/2" G.B. OK AS- 16d'S AT 16" SEE NOTE A N/A (E) 6"-8" DIA. POSTS ACT BUILT O/C PLATE TO AS H.D. CONN. AT OUTER 3 W/STANDARD RIM END OF SHEAR PANEL, NAILING NAIL STUD AT POST TO POST W/1 6d @ 16" O/C 1/2" G.B. OK AS- 16d'S AT 16" SEE NOTE A N/A SEE NOTE C 4 BUILT O/C PLATE TO W/STANDARD RIM NAILING 3/8" PLY W/6d'S AT 16d'S AT 16" SEE NOTE A PHD2, SEE NOTE C SEE NOTE B AND C, 5 6"/12" EDGE/FIELD . O/C PLATE TO STRAP PLATE TO RIBBON - ----- - IM___•.,-_...-. ." . . .....,.,v,...' - ._......,.,.,......-. W/MSTC40 3/8" PLY OR 5/8" T1- 16d'S AT 16" SEE NOTE A CS16 STRAP 42" LONG, SEE NOTE B 6 11 W/8d'S AT 4712" O/C PLATE TO 04 MAIN FLOOR TO EDGE/FIELD RIM FLOOR BELOW. - - /2" G.B. OK AS,--- i Bd'S AT 164'--- - ' SEP NOTE A NAILS UD AT ENDS TO SEE NOTE B AND E BUILT O/C PLATE TO POLE W/16d'S AT 12" O/C 7 W/STANDARD RIM AND INSTALL 30" LONG NAILING CS16 FROM 2X4 TO — - RIBBON RIM ---v - - r r�-•-._._„ 3/8" PLY OR 5/8" T1- 16d'S AT 16" SEE NOTE A SEE NOTE D SEE NOTE B 8 AND 8A 11 W/8d'S AT 6712" O/C PLATE TO (FOR 8A SEE NOTE E AND EDGE/FIELD RIM DETAIL 4 SHEET 15 "" M." G.B. OR 5l8" T1- 16d'S AT 16" SEE NOTE A SEE NOTE B 0 9 11 OK O/C PLATE TO W/STANDARD RIM NAILING 3/8" PLY OR 5/8" T1- SEE NOTE B, SEE NOTE A PHD6, SEE NOTE C INSTALL W/04 TO 11 W/8d'S AT 4"/12" '/2"X 10" A.B. MATCH ABOVE 10 EDGE/FIELD AT 72" O/C (12" FROM ENDS 3/8" PLY OR 5/8" T1- SEE NOTE B, SEE NOTE A 444W SEE NOTE C"'INSTALL W/04 TO 11 W/8d'S AT 6712" '/2" X 10" A.B. P �17 t� ATCH ABOVE 11 EDGEIFIELD AT 72" O/C (12" FROM ENDS 3/8" PLY OR 5/8" T1- SEE NOTE B, SEE NOTE A PF 6e7SEE NOTE C STALL W/04 TO 11 W/8d'S AT 6712' '/" X 10" A.B. MATCH ABOVE 12 EDGE/FIELD AT 72" O/C (12" FROM ENDS 13 BLOCK WALL OK N/A N/A N/A N/A AS BUILT G :.. ".�i Page 31 of 34 i NOTES A: .,.• .- , _ . ,.. , _ , ... r,.:. J INSTALL A35 AT PLATE OR 2X RIBBON (RIM) TO BLOCKING BETWEEN RAFTERS j OR TRUSS TOP CHORD AT 24" O/C. WHERE A VENT OCCURS, INSTALL 2 A35'S t; AT ADJACENT BAYS. AT GABLE END WHERE TRUSSES OCCUR, INSTALL A35'S i 24" O/C BETWEEN CHORD OF TRUSS TO PLATE. INSTALL PLYWOOD AT SPECIFIED NAILING TO TOP CHORD OF TRUSS AND RAFTERS. INSTALL END NAILING AT BLOCKING AND RAFTER OR TOP CHORD OF TRUSS AT SHEAR WALLS. AT SORAGE LEVEL INSTALL A35'S AT 12" O/C PLT. TO BLK'G. NOTEB: - .. -. , , .. .......- -,.,,' - ._ -•._, _..___. WHERE PONY WALL OCCURS BELOW FLOOR LEVEL AT EXTERIOR WALLS, INSTALL 3/8" PLYWOOD OR T1-11 SIDING WITH 8d'S AT 6"/12" EDGE FIELD W/ Y2"X10" A.B. AT 6" O/C, REPLACE (E) WASHERS WITH 2 3/8"X3/16" SQUARE WASHERS. INSTALL H.D. AS NOTED. NOTE C: INSTALL H.D.'S AS SPECIFIED ON 4X4 AS PER CHART BELOW: PHD6-SDSW WITH EPDXIED 7/8" X 10" THREADED ROD, EMBED 2 W MIN. W/SIMPSON "SET" HIGH STRENGTH EPDXY. DRILL 1" DIA. HOLE AND INSTALL AS PER MANUFACTURERS SPECIFICATIONS. PHD2-SDSW WITH EPDXIED 5/8" X 6" THREADED ROD, EMBED 2 Y2" MIN. W/SIMPSON "SET" HIGH STRENGTH EPDXY. DRILL 3/" DIA. HOLE AND INSTALL.AS PER MANUFACTURERS-SRECIFICATIONS. NOTE D: WHERE (E) POLES OCCUR IN SHEAR WALLS NAIL END STUDS AT POLE W/16d'S @ 12" O/C. AT OTHER LOCATIONS INSTALL 4X4 AT MAIN FLOOR AND FLOOR BELOW AND INSTALL (2) CS16 STRAPS 48" LONG. NOTE E: AT H.D. INSTALL MSTC40 FROM 4X4 TO 6X10 AND (4) TS22 AT 6X10 TO 8X14 GIRDERS AT EACH CROSS CONNECTION. INSTALL PHD5 AT 8X14 TO FOOTING CONNECTION W/ 5/8" X 8" THREADED ROD, EMBED 5" MIN. W/SIMPSON "SET" L HIGH STRENGTH EPDXY. DRILL 3/" DIA. HOLE AND INSTALL AS PER MANUFACTURERS SPECIFICATIONS Page 32 of 34 \ r r2)- 4 4 30 LOFT ii D :c c U) 30301C! 3030 8.5 5068 0 ui STORAGE UNDER BEAM 4030 5068 0 16.510 3.5 LOFT OVEO 00 O MAIN FLOOR I IN VI I 4 _j43O') 2, 4020 2 Page 33 of � I � I AT REAR FL STORAGE_______ (WEST ELEV.) EAST ELEVATION NTS U B C 28 J CJ SOUTH ELEVATION NTS 1 Page 34 of 34 FT OR LINE 1 crete .design A R C H I T E C T U R E A N D P L A N N I N G Timothy J. Crete - Architect ( C - 24094 ) 2540 Esplanade •#12 Chico, CA. 95973 tete (530) 345-6676 www. cretedesign . com fax (530) 898-0586 ... experience you can build on ... Thursday, October 28, 2004 - Y� SOLDA RETROFIT STRUCTURAL CALCULATIONS -REVISED ® INDEX I. COVER 2. RIDGE AT LOFT (CABIN): ANALYSIS 3. FLOOR JOISTS AT LOFT AND MAIN FLOOR (CABIN): ANALYSIS 4. REAR ADDITION TO CABIN: ANALYSIS 5. SIDE ADDITION TO CABIN: ANALYSIS 6. LOAD SUMMARY FOR LATERAL ANALYSIS 7. COMPARISON OF WIND TO SEISMIC (HAND WRITTEN INSERT) 8. COMPARISON OF WIND TO SEISMIC CONT. (HAND WRITTEN INSERT) 9. LOFT LINE DESCRIPTION/SCHEMATIC (HAND WRITTEN INSERT) 10. DIAGRAM 1, FOR MAIN FLOOR (HAND WRITTEN INSERT) 11. LOFT LOAD CALCULATIONS (HAND WRITTEN INSERT) 12. LOADS AT LOFT (HAND WRITTEN INSERT) 13. LINE A: 6X10 (HAND WRITTEN INSERT) 14. LINE A: 6X10 CONT. (HAND WRITTEN INSERT) 15. ANSWER TO PLAN CHECK ITEM #6 (HAND WRITTEN INSERT) 16. COPY OF RESIDENTIAL CMU FOUNDATION DETAIL (INSERT) 17. 2X10 HEADER AT POLES(HAND WRITTEN INSERT) 18. 2X10 HEADER AT POLES DETAIL (HAND WRITTEN INSERT) 19. LINE 1: LOFT 20. LINE 2: LOFT 21. LINE A: LOFT 22. LINE B: LOFT 23. LINE 1: MAIN FLOOR 24. LINE 2: MAIN FLOOR 25. LINE 3: MAIN FLOOR 26. LINE A: MAIN FLOOR 27. LINE B: MAIN FLOOR 28. LINE C: MAIN FLOOR 29. LINE 3: STORAGE (NOTE, NO LINE I , SEE NOTE FOR LIVE 2 30. LINE A,AND B: STORAGE (NOTE, NO LINE C) 31. SHEAR WALL SC14EDULE 32. NOTES 33. FLOOR PLAN SCHEMATIC 34. ELEVATION SCHEMATIC 35. ANSWER/CALCS FOR ITEMS 3 AND 4 (HAND WRITTEN INSERT) 36. ANSWER/CALCS FOR ITEMS 3 AND 4 CONT. (HAND WRITTEN INSERT) 37. ANSWER/CALCS FOR ITEM 5 (HAND WRITTEN INSERT) 38. ANSWER/CALCS FOR ITEM 6 (HAND WRITTEN INSERT) kv` 5�be PAGE:OF �,c BUTTE COUNTY BUILDING DIVISION APPROVED 9/o� / P /// ,W. RIDGE AT LOFT (CABIN): ANALYSIS 2X10 SPAN = 7'-6" (55)(4) = 220; LOAD 220 #/If (w)(12)(12)/8= M M/fb = S (w)(1/2)(3/2)/f,= A ((220)(7.5)2(12)/8)/1250 = S = 14.9 (220)(7.5/2)(3/2)/95 = A = 13.0 2X10 > S = 21.39; A = 13.8 SINGLE 2X10 OK @ EA. SIDE OF POST 2X8 RAFTERS UP TO 24" O/C OK @ t -OFT LOAD AT RIDGE POLE CONNECTION (7.5)(4)(55) = 1650 POUNDS; BOLTS Page 2 of 34-/—\� !\ FLOOR JOISTS AT LOFT (CABIN): ANALYSIS SPAN = 8'-2" 2X8 UP TO 24" O/C OK 2X10 HEADER OVER KITCHEN AND LIVING ROOM (LINE 2) LOAD (7.5)(60) = 450 SPAN = 8'-0" ((450)(7.5)2(12)/8)/1250 = S = 30.3 (450)(7.5/2)(3/2)/95 = A = 26.6 =:> 2X10 S= 21.39; A = 13.8 =:> FAILS . I SOLUTION: ADD 2X10 TO OPPOSITE SIDE OF POSTS I FLOOR JOISTS MAIN FLOOR (CABIN) 2X6 UP TO 24" O/C OK QLge 3 of 31 REAR ADDITION TO CABIN: ANALYSIS RAFTERS: SPAN = 8' -0 - LOAD = 55 PSF SPAN UP TO 16" O/C OK CEILING JOISTS 2X6 UP TO 16" O/C OK FLOOR JOISTS LOAD = 60 PSF SPAN .=_4'-0" ............ 51/4 x 12-% 614 BEAMS AT 48" O/C SUPPORT 2X6 AT 16" O/C, 51/4"x 12 3/e" 6X14 BEAM RESTS ON DOUBLE TOP PLATE WITH STUD BENEATH. Page 4 of 38)--, A ell SIDE ADDITION TO CABIN: ANALYSIS ROOF IS PRE-ENGINEERED TRUSSES AT 24" O/C FLOOR JOISTS FLOOR LOAD = 60 PSF 2X10'S AT 16" O/C OK SPAN= 10'-0" NOTE: FLOOR JOISTS CENTER GIRDER IS (4) LAMINATED 2X10'S. JOINTS ARE SPACED SO MAXIMUM SUPPORT COMES FROM ONLY (2) JOISTS BETWEEN POSTS LOAD = (12)(60) = 720 ((720)(10)2(12)/8)/1250 = S = 86.4 (720)(10/2)(3/2)/95 = A = 57.0 =:> (2) 2X10 S= 42; A = 26 =:> FAILS SOLUTION ((720)(4.5)2(12)/8)/1250 = S = 18 (720)(4.5/2)(3/2)/95 = A = 26 z::> (2) 2X10 S= 42; AF 26 (720)(4.5) = 3240 INSTALL 2'-0" SQUARE 12" DEEP FOOTING W/PRE-FABRICATED PIER AND 6X6 POST W/CAP. INSTALL BETWEEN (E) POSTS TO REDUCE SPAN OF (E) GIRDER TO 5'-0" CENTER TO CENTER OR LESS. Page 5 of 3 a LOAD SUMMARY FOR LATERAL' ANALYSIS SEISMIC GOVERNS WIND ANAYSIS M Normal force method, 75 mph wind speed P = Ce, Cq, qs, Iw EXPOSURE: B WALLS P = (0.62)(1.3)(14.5)(1.0) = 0.0117 ksf @ 15 ft. P = (0.67)(1.3)(14.5)(1.0) = 0.0126 ksf @ 20 ft. P = (0.72)(1.3)(14.5)(1.0) = 0.0136 ksf @ 25 ft. P = (0.76)(1.3)(14.5)(1.0) = 0.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P = (0.62)(1.0)(14.5)(1.0) = 0.009 ksf @ 15 ft. P = (0.67)(1.0)(14.5)(1.0) = 0.010 ksf @ 20 ft. P = (0.72)(10)(14.5)(1.0) = 0.011 ksf @ 25 ft. P = (0.76)(1:0)(14.5)(1.0) = 0.011. ksf @ 30 ft. ROOFS 9:12 TO LESS THAN 12:12 P = (0.62)(1.1)(14.5)(1.0) = 0.010 ksf @ 15 ft. P = (0.67)(1.1)(14.5)(1.0) = 0.011 ksf @ 20 ft. P = (0.72)(1.1)(14.5)(1.0) = 0.012 ksf @ 25 ft. P = (0.76)(1.1)(14.5)(1.0) = 0.012 ksf @ 30 ft. �. �. - �""� SEISMIC ANALYSIS (STATIC METHOD) t V= (2.5 Ca/R)(w) = ((2.5X0.36)/5.5)(w) = 0.1636(w) @ PLYWOOD SHEAR WALLS G Y V = (2.5 Ca/R)(w) = ((2.5X0.36)/4.5)(w) = 0.20(w) Cad GYP. BOARD SHEAR WALLS,:-- GRAVITY ALLSGGRAVITY LOADS ROOF LOADS: 18 psf, dead load + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf, dead load + 40 psf live load = 50 psf total load WALL LOADS: 10 psf @ exterior walls with 1 -coat stucco or siding Page 6 of 39 )..,..-..-\ 1 4 r-On,.OApn. t,l ) j (gq ki (114(, 4 .oI Z 1 I:_ /v F7 __ 30 l y 91 ov Nk A '�fi /4�oan.. C'� i�//a� r4lo ro""- d 0,4- 05.nc-)) f 93 t; uCY,� tiyXZ - (�c�'y J = �r� Cy°%(2� � AGO �l6�G ��G�G� •aim) = 63 1 If �) &�oZy-32 IL to 13 3 /141 &1 YL I - ` �• - -------------- l�- (j Rib �'+° "�` . W, Ir"O I 54A4uA47S e. ri vo �� ►� GNAM �.) (yo eL,4,R (vv..41K K,) o tor Iran It- 4 "4.11; Alm �- /�, g0 •►-2r`;.1'rl Lo,�. n� � .}.�Gl b�Ola �'"<� ti/v x, - J S ,r� "-,// �o , 6y 4 f3 Ili.( 10 r VY I h lw� tYV4 list," 77 IV IS I ►1� 1.v-40 =�/ 2JI 2 ") ,. bf W L s rA"j I'% LtS; II-)AvJ r.-uA KarL - H V"X A s ko�,rvd 4r " "lL- Syv4A,% 'If k e—elootl X.#t�oSJ 17 5-j SPECIFICA TIONS 1. CONCRE TE - f'C = 2500 PSI @ 28 OA YS 2. REINFORCING - ASTM A615, GRADE 40 MIN J. BLOCK - ASTM C90, GRADE N. f m=1500 PSI (CMU f'c= 1900 PSI) 4. GROUT - f'c= 2500 PSI ns 28 DAYS 5. MOR TAR - TY!'F_ .S. 1800 PSI 0 28 OA YS 6. REINF. LAP SPLICES - 24" MINIMUM 7. FOOTINGS SHALL BE EXCA VA TED INTO FIRM, UNDISTURBED SOIL TO DEPTH D * FLOORS HORIZ BARS VERT BARS * * TW B D ONE #4@32 "O. C. #4024 "O. C. 6 " 12' . 12" TWO #4 02 4 "O. C. #4024 "O. C. . 8" 15" 18" YnOORS REFERS TO NUMBER OF FLOORS PER UBC TABLE 29-A) FOR NEIGH T OF 2 4 " * * TW REFERS TO BL OCK OR LESS. REFER To T W THICKNESS, 6" OR 8" UBC SEC. 2404 (f) '� 'r r— FULL Y GROUTED HORIZ BARS VERT BARS I— REINF. 0 CIL OF WA L L DOWELS TO MA TCN VER T REINF UNDISTURBED SOIL 4'-0" MAX 1 1.vii 3"CLR- � D 3 "CL R 1—jf4 CONT. IN FTG 0 WER HEIGH TS OR CONDI TIONS REQUIRE ENGINEERING RESIDENTIAL CMU FOUNDATION REV DATE i z ss SCAc6: 3/4'*.i'-o• DA TE:' 4/92 BUTTE COUNTY BUILDING DEPARTMENT. 1 s ss DWG: CAIUFTG STD 12.4 May 1995 IL 9.15 jb *,04 J)21 OCL/ ��'�i�'o�`', OV? 11 c"A'l (teov -)P40 f- A - �-Z,4 Goy Iry Syvt f � . fit / Z , mr or ArP Vie- S ✓ppu I if Inti �y 14-h Y LINE 1: LOFT LOAD: .89. - ll� WALLS: 4.0 + 4.0 - 8.0 l 0.89/8.9 = 0.11 SHEAR: INSTALL 3/8" PLYWOOD WITH 6d AT 6" EDGE 12" FIELD CLIPS: END NAIL PLYWOOD WHERE SPECIFIED TO (E) RIBBON (RIM). ANCHOR BOLTS: AS INSTALLED OK TYPICAL BOTTOM PLATE TO RIM NAILING 16d'S AT 16" O/C. (4/8)(0.89)(3) = 1, 1.34/4 = 0.335 INSTALL CS16 S d EPagc:l:9of:3)6�—'�� LINE 2: LOFT LOAD: 0.89 WALLS: 4.0 + 4.0 8.0 0.8918.0 = 0.111 SHEAR: INSTALL 3/8" PLYWOOD WITH 6d AT 4" EDGE 12" FIELD CLIPS: PLYWOOD WILL CREATE CONNECTION, SEE NOTE A ANCHOR BOLTS: AS INSTALLED OK (4/8)(.089)(3) = 1.34 1.34/4 = 0.33 INSTALL CS16 STRAP Pa(ge 20 of 38 P, • /� LINE A: LOFT LOAD: = 0.89 FOR PLY SHEAR, 1.0 FOR GYP. BD. SHEAR WALLS: 24.0 G.B. SHEAR = (0.89)(0.20)/.1636 = 1.0 ` 1.0124.0 = 0.04 J _.__. SHEAR: � %" G.B. AS INSTALLED OK CLIPS: AS BUILT OK, SEE NOTE A ANCHOR BOLTS: AS INSTALLED OK O.T. (24)(1.0)(3) = 3.0 3.0/24 = 0.12 NO H.D. REQUIRED (Page 21 of 38 Z I, C" " LINE B: LOFT LOAD: = 0.89 FOR PLY SHEAR, 1.0 FOR GYP. BD. SHEAR WALLS: 24.0 G.B. SHEAR = (0.89)(0.20)/.1636 = 1.0 1.0/24.0 = 0.04 SHEAR: �����i 0 1>1 rj6T i�J��15 IZ���� CLIPS: AS BUILT OK, SEE NOTE A ANCHOR BOLTS: AS INSTALLED OK . ...... ... Q.T. (24/24)(1.0)(3) = 3.0 3.0/24 = 0.09 NO H.D. REQ Page 22 of 36 LINE 1: MAIN FLOOR LOAD: = 5.17 FOR PLY SHEAR, 6.7 FOR GYP. BD. SHEAR WALLS: 2.5+ 12+ 11.0+9.0+4.0=38.5 G.B. SHEAR = (5.17)(0.20)/.1636.= 6.7 6.70138.5 = 0.175 .SHEAR: f INSTALL 3/8" PLYWOOD OR 5/8" T1-11 WITH 8d AT 6" EDGE 12" FIELD CLIPS: AS BUILT OK, SEE NOTE A � 1 } ANCHOR BOLTS: � AB'S OK AS INSTALLED (72" O/C) 5.17/0.48 = 11 LINE 1 IS 40'-0" LONG. IF EXISTING AB'S ARE INSTALLED AT 72" O/C WITH 3 EXTRA BOLTS AT DOORS, A MINIMUM OF 11 BOLTS WILL BE PRESENT O.T. (2.5/38.5)(5.17)(8) = 2.68 2.68/2.5 = 1.07 / NO H.D. REQUIRED Page 23 of 39Z� LINE 2: MAIN FLOOR LOAD: = 5.99 WALLS: 3.5 + 10 + 16.6 = 30.0 6.99130.0 = 0.199 SHEAR: INSTALL 3/8" PLYWOOD OR 5/8" T1-11 SIDING W/8d'S AT 6" EDGE 12" FIELD. CLIPS: AS BUILT OK, SEE NOTE A .. .......... ANCHOR BOLTS: 5.99/0.48 = 13 INSTALL RETROFIT (EPDXY) AB'S ALONG WALL SO THAT A MINIMUM OF 13 BOLTS OCCUR BETWEEN LINE B AND C. Q.T. (3.5/30)(5.99)(12) = 8.4 8.4/3.5 = 2.39 INSTALL HD: PHD2 Page 24 of 36 • • • \/ .rte... n4 LINE 3:MAIN FLOOR LOAD: = 0.82 1 WALLS: 4.0 0.8214.0 = 0.20 SHEAR: INSTALL 3/8" PLYWOOD W/8d'S AT 4 EDGE 12" FIELD. CLIPS: AS BUILT OK, SEE NOTE A ANCHOR BOLTS: AS INSTALLED OK: 0.82/0.48 = 2 O.T. (4/4)(0.82)(8) = 6.56 6.56/4.0 = 1.64 INSTALL STRAP, 42" CS16 W/4X4 — STRAP 4X4 AT MAIN FLOC FLOOR BELOW. Page 25 of 38 LINE A: MAIN FLOOR i` LOAD: = 2.93 1 WALLS: 3.0 + 6.0 + 14.0 = 23.0 2.93/23 = 0.127 SHEAR: INSTALL 3/8" PLYWOOD OR 5/8" T1-11 WITH 8d AT 6" EDGE 12" FIELD l CLIPS: AS BUILT OK, SEE NOTE A i ANCHOR BOLTS: AB'S OK AS INSTALLED (72" O/C) 2.93/0.48 = 7 LINE A IS 40'-0" LONG. IF EXISTING AB'S ARE INSTALLED A, OF 8 BOLTS WILL BE PRESENT O.T. (3.0/23)(2.93)(13) = 4.97 4.97/3.0 = 1.65 INSTALL STRAP: CS16 LPage of 35 LINE B: MAIN FLOOR LOAD: = 5.99 4 - ; WALLS. 8.0 + .5 + 5.5 - 18.0 i 5.99118.0 = 0.33 L� SHEAR: INSTALL 3/8" PLYWOOD OR 5/8" T1-11 W/8d'S AT 3" EDGE 12" FIELD. CLIPS: AS BUILT OK, SEE NOTE A �ANCHOR BOLTS: AS INSTALLED OK LINE B CONTAINS A COMBINATION OF AB'S AT THE (E) FOUNDATION AND NAILING FROM WALL TO BEAM. THE EXACT NUMBER OF ITEMS CANNOT BE CONFIRMED O.T. (8/18)(5.99)(13) = 34.6 34.6/8.0 = 4.3 INSTALL (2) CMST16 STRAPS, 66" LONG W/4X4 — STRAP 4X4 AT MAIN FLOOR TO 4X4 AT FLOOR BELOW. — NAIL W/16DS, — FILL ALL HOLES IN STRAP. Page 27 of 38 L� LINE C: MAIN FLOOR LOAD: = 3.06 WALLS: 24.0 3.06124.0 = 0.128 SHEAR: INSTALL 3/8" PLYWOOD OR 5/8" T1-11 W/8d'S AT 6" EDGE 12" FIELD. CLIPS: ti AS BUILT OK, SEE NOTE A ANCHOR BOLTS: 3.06/0.47 = 7; (24/6) +1 = 5 CONFIRM NUMBER OF AB'S IN FIELD AND NEEDED TO ACHIEVE A MIN. OF'7 BOLT90 O.T. (24/24)(3.06)(13) = 39.8 39.8/24 = 1.65 INSTALL PHD2-SDSW W/4X4 POST EA. END MA/ rAD/M 014. EA/.A CPageD3% ~ LINE 3: STORAGE LOAD: = 1.23 WALLS: 4.0 1.2314.0 = 0.30 SHEAR: INSTALL 3/8" PLYWOOD W/8d'S AT 4" EDGE 12" FIELD. CLIPS: 1.20/0.45 = 2.6 INSTALL A35'S AT 12" O/C . ANCHOR BOLTS: 1.20/0.48 = 2.5 INSTALL 1/2" STANDARD A.B. AT 12" O/C (TOTAL OF 3 MIN. 12" FROM EACH END AND ONE AT MIDDLE) O.T. (4/4)(1.20)(17) = 20.4 20.4/4 = 5.10 INSTALL HD: PHD6 NOTE: FOR LINE 2 STORAGE: SAME AS LINE B STORAGE Page 29 29 of 3% jl`-� LINE A: STORAGE LOAD: = 4.23 WALLS. 12.0 4.23/12 = .352 SHEAR: \ INSTALL 3/8" PLYWOOD OR 5/8" T1-11 W/8d'S AT 3" EDGE 12" FIELD W/4X4 AT ENDS AND AT JOINTS CLIPS: AS INSTALLED OK ANCHOR BOLTS: AB'S OK AS INSTALLED (72" O/C) 4.23/0.48 = 9; (16/6) +1 = 4 CONFIRM NUMBER OF AB'S IN FIELD AND ADD RETROFIT AB'S (EPDXY) AS NEEDED TO ACHIEVE A MIN. OF 9 BOLTS AT STANDARD SPACING O.T. (12/12)(4.23)(17) = 71.9 71.9/12 = 5.99 ' INSTALL HD: PHD8 W/ 7/8" ALLTHREAD AND EPDXY INTO EXISTING. 11 LINE B: STORAGE LOAD: = 7.29 WALLS: 12.0 + 8.0 =-20.0 7.29/20 = 0.36 SHEAR: INSTALL 3/8" PLYWOOD W/8d'S AT 4" EDGE 12" FIELD, CLIPS: AS INSTALLED OK ANCHOR BOLTS: AS INSTALLED OK O.T. (12/12)(7.29)(17) = 74.35 74.35/12 = 6.19 INSTALL HD: PHD8 W/ 7/8" ALLTHREAD AND EPDXY INTO EXISTING. Page 30 of 38 1. 1.0, NOW SHEAR WALL SCHEDULE WALL TYPE SHEAR ANCHOR CLIPS H.D. COMMENTS 0 3/8" PLY W/6d'S AT 16d'S AT 16" SEE NOTE A CS16 STRAP 24" LONG, (E) 6"-8" DIA. POSTS ACT 4"/12" EDGE/FIELD O/C PLATE TO 2X4 END STUD AT LOFT AS H.D. CONN. AT OUTER 1 RIM TO RIBBON (RIM) END OF SHEAR PANEL, 2 NAIL STUD AT POST TO 41 POST W/16d @ 16" O/C 3/8" PLY W/6d'S AT 16d'S AT 16" SEE NOTE A CS16 STRAP 24" LONG, (E) 6"-8" DIA. POSTS ACT 4"/12" EDGE/FIELD OIC PLATE TO 2X4 END STUD AT LOFT AS H.D. CONN. AT OUTER 2 RIM TO RIBBON (RIM) END OF SHEAR PANEL, NAIL STUD AT POST TO POST W116d @ 16" O/C 1/2" G.B. OK AS- 16d'S AT 16" SEE NOTE A N/A (E) 6"-8" DIA. POSTS ACT BUILT O/C PLATE TO AS H.D. CONN. AT OUTER 3 W/STANDARD RIM END OF SHEAR PANEL, . NAILING NAIL STUD AT POST TO POST W/16d @ 16" O/C 3/8" PLY OR 5/8" T1- 16d'S AT 16" SEE NOTE A N/A SEE NOTE C 4 11 W/8d'S AT 6712" O/C PLATE TO EDGE/FIELD RIM 'S AT 16d'S AT 16" SEE NOTE A PHD2, SEE NOTE C SEE NOTE B AND C, 5 6"/12" EDGE/FIELD OIC PLATE TO STRAP PLATE TO RIBBON RIM WIMSTC40 3!8" PLY OR 5/8" T1- 16d'S AT 16" SEE NOTE A CS16 STRAP 42" LONG, SEE NOTE B 6 11 W/8d'S AT 4712" O/C PLATE TO 4X4 MAIN FLOOR TO EDGE/FIELD RIM FLOOR BELOW. 1/2" G.B. OK AS- 16d'S AT 16" SEE NOTE A NAIL STUD AT ENDS TO SEE NOTE B AND E BUILT O/C PLATE TO POLE W/16d'S AT 12" O/C 7 W/STANDARD RIM AND INSTALL 30" LONG NAILING CS16 FROM 2X4 TO RIBBON RIM /8" PLY OR 5/8" T1- 16d'S AT 16" SEE NOTE A SEE NOTE D SEE NOTE B 8 AND 8A 11 O/C PLATE TO (FOR 8A SEE NOTE E AND GE/FIELD It L RIM DETAIL 4 SHEET 15 3/8" ply OR 5/8" T1- 16d'S AT 16" SEE NOTE A SEE NOTE B N/A 9 11 OK w/8d at. O/C PLATE TO 6/12 ed e/field RIM 8" T1- SEE NOTE B, SEE NOTE A PHD6, SEE NOTE C INSTALL W/4X4 TO 11 Wl8d'S AT 4712" %"X 10" A.B. MATCH ABOVE 10 EDGE/FIELD AT 72" 0/C (12" FROM ENDS 3/8" PLY OR 5/8" T1- SEE NOTE B, SEE NOTE *H94, SEE NOTE C INSTALL W/4X4 TO 11 W/8d'S AT 3"/12" '/2" X 10" A.B. PN D8 MATCH ABOVE 11 EDGElFIELD AT 72" O/C (12" FROM ENDS 3/8" PLY OR 5/8" T1- SEE NOTE B, SEE NOTE A A102, SEE NOTE C INSTALL W/4X4 TO 11 W/8d'S AT 4"/12" Y:" X 10" A.B. PHPO MATCH ABOVE 12 EDGE/FIELD AT 72" O/C (12" FROM ENDS 13 BLOCK WALL OK N/A N/A N/A N/A AS BUILT Page 31 of 38 Z NOTES NOTE A: — a INSTALL A35 AT PLATE OR 2X RIBBON (RIM) TO BLOCKING BETWEEN RAFTERS OR TRUSS TOP CHORD AT 24" O/C. WHERE A VENT OCCURS, INSTALL 2 A35'S AT ADJACENT BAYS. AT GABLE END WHERE TRUSSES OCCUR, INSTALL A35'S 24" O/C BETWEEN CHORD OF TRUSS TO PLATE. INSTALL PLYWOOD AT SPECIFIED NAILING TO TOP CHORD OF TRUSS AND RAFTERS. INSTALL END NAILING AT BLOCKING AND RAFTER OR TOP CHORD OF TRUSS AT SHEAR WALLS. AT SORAGE LEVEL INSTALL A35'S AT 12" O/C PLT. TO BLK'G. _ NOTE B: WHERE PONY WALL OCCURS BELOW FLOOR LEVEL AT EXTERIOR WALLS, INSTALL 3/8" PLYWOOD OR T1-11 SIDING WITH 8d'S AT 6"/12" EDGE FIELD W/ '/2"X10" A.B. AT 6" O/C, REPLACE (E) WASHERS WITH 2 3/8"X3/16" SQUARE WASHERS. INSTALL H.D. AS NOTED. NOTE C: INSTALL H.D.'S AS SPECIFIED ON 4X4 AS PER CHART BELOW: PHD6-SDSW WITH EPDXIED 7/8" X 10" THREADED ROD, EMBED 2 %" MIN. W/SIMPSON "SET" HIGH STRENGTH EPDXY. DRILL 1" DIA. HOLE AND INSTALL AS PER MANUFACTURERS SPECIFICATIONS. PHD2-SDSW WITH EPDXIED 5/8"X 6" THREADED ROD, EMBED 2 Y2" MIN. W/SIMPSON "SET" HIGH STRENGTH EPDXY. DRILL 3/" DIA. HOLE AND INSTALU. S PER MANUFACTURERS SP CIFICATIONS. As �p 4 PP6 A14,d./ NOTE D: WHERE (E) POLES OCCUR IN SHEAR WALLS NAIL END STUDS AT POLE W/16d'S @ 12" O/C. AT OTHER LOCATIONS INSTALL 4X4 AT MAIN FLOOR AND FLOOR BELOW AND INSTALL (2) CS16 STRAPS 48" LONG. NOTE E: AT H.D. INSTALL MSTC40 FROM 4X4 TO 6X10 AND (4) TS22 AT 6X10 TO 8X14 GIRDERS AT EACH CROSS CONNECTION. INSTALL PHD5 AT 8X14 TO FOOTING CONNECTION W/ 5/8"X 8" THREADED ROD, EMBED 5" MIN. W/SIMPSON "SET" 1 HIGH STRENGTH EPDXY. DRILL 3/" DIA. HOLE AND INSTALL AS PER MANUFACTURERS SPECIFICATIONS Page 12 of 39 �� 02 T 4 LOFT] i — :c tn 11 11 II 3030.1-1 3030 8.5 STORAGE UNDER -0 'S 0 BEAM 1030 5068 16.5 10 — 3.5 LOFT OVEd 4 4L3q_1 . 12., 4020 2.5 j Page 33 of 3 Page 1 AT REAR - 1 TL STORAGE _- (WEST ELEV.) ----1 EAST ELEVATION NTS A B C 28 SOUTH ELEVATION NTS - . --.. YY Page 34 of 3S ,FT IOR LIIIE I I 1 I I I I UVA A iJ - lcv�(L IN."C"W Irval O/Z"D�Oy- N-0 Cn 4-F fki I J-: " G�.�� l�� 1 72a -*WA ! . ��o Cyd � J 0OU �_. ��,� Cys 3, 6 A, 13-1Y F X 'Z- ! . ��o Cyd � J 0OU �_. ��,� Cys 3, (0) (N)' OF14 7- Al 014 rA 05 rAM1 a -T'q TtO 7As,/-6 4�TFP-t iN) 6 6 C�e- ) L -4->u+ (A)pfT'p.D -42:,p(b IZ4Z (f.r I fz.PfNzl A -M? To s, rerrs/ W/ Wo so, K � J... A' OL -0 G I P. p, ire, ''l -� D M ►1Mr �1Z �C n1G1 F `jr-) Gor -rI Z�X��z'I rtA irk G 1., 4- ." OIG T� I • . 'pre.-� �t�1,i.iv�h�vrL.� •. �o Iry i Cd nJ nJ , A, 10 ' 15-A-��;� o� 0 litWOSTAOct DIE o , i —7�,— -A 'Z I -- I 1 I "'U ' Z r,> B L . S HtAF- �G (r -73o4f- lgto*- -�'�- ►P, 2 X 0 = G' 0 0 /uJ STat-L ('NJ Oro S"I S� FTiG /S oft #49 A 4tz 4S 7!� ii',F ta La,4,D, �-Ne;,.w e4L. r�Cra� � /rJT. F -r(6 A v olv C M011� �T�i Aoi,wrol, .-To 4 -1 Ir—Lo nv 4O A 10 8 PLAN REVIEW RESPONSE FORM In order to expedite die review of your plans, please complete the following information and return this form with your re-submlttal. if this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. Thera must be a valid respoW to every item requested in our plan correction letter.. "By others" is not considered a valid response. Please indicate your response to each item and the location where the in.formadon can be found on the plans/calcs. ATTACH THIS PnnM Tn A COPY nF Yninv PIAN PFVTFW I FTTFn ANn nminm mini bCVTeeh Aue. nsgnw.. «....�.._ OWNERS NAME -c)A DATE - - -- - - - -- -- �•�• to �28 0 ASSESSORS PARCEL NUMBER PERMIT NUMBER -04o--OGI 0+ 152a tESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM A go rJ - �� , 4- RESPONSE BY: �1u4 Ao �ti LOCATION ON PLANS/CALCS: LOCATION ON P S/CA CS: 5�� r / 3 COMMENTS: G � � 5 � /VO %"iE '�j`f'1¢'%r �' s F,���� l: //✓S%?l!" G!�//>� s / f /01,P . I-& &_- S L E d Nag -k, Fri /No 1'eg_ 4A/ SifT (7, , PLAN CHECK ITEM A RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALLS: COMMENTS: �' ,¢L Y >•; A- f - L o.✓6 L Aso SGi2�GIi5 Ole- / f /01,P . I-& &_- 40, L r- ' /' PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: S - COMMENTS: /N STacL_ &442-S slMpfaw /-19✓6�2� PLAN CHECK ITEM 0 `3 L RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: - _ COMMENTS: ' U8 (,V r-- STit G•45; --P AED p -r T6 5 S -+T 5 ?AV-( r- flat, G 1 R- !z I-& &_- 40, L r- ' /' PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:'ro CA G/ WME S NAME DATE COMMENTS: ' SOLS (,0 28 u LOCATION ON PLANS/CALCS: ASSESSORS PARCEL NUMBER PERMIT NUMBER Q G v ety et RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM A RESPONSE BY: 5 - COMMENTS: 15 LAGS A -v -f, DK S'Pp->J or t , r1 G, S f-x'STI^)Q- L.A(VS h FOSTS JE, -M 1z/, DIA K io/' L -C, PLAN CHECK fTEM A RESPONSE BY: LOCATION ON PLANS/CALCS: L � •fifv� COMMENTS: PLAN CHECK fTEM N RESPONSE BY: LOCATION ON PLANS/C C8: 14/n, COMMENTS:to / Glu PLAN CHECK 17EM A RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Q G v ety et ✓ G /1- GZL %O KS O� ✓ ,v Lo. , c- --- I. %-.vrc-c. • "I# /Yf+vr: M7C.e-v If.F-40/.s9-rn %P- 38' P�f�oErS%a z o PLAN CHECK ITEM A RESPONSE BY: LOCATION ON PLANS/CALCS: Xtk '1�d COMMENTS: �� NU' S 2 fie OWNERS ME DATE So ,,,�-- COMMENTS: ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED; PLAN CNECK 11TEM 0 RESPONSE BY: LOCATION ON PLANS/CA CS: COMMENTS: wt;AI [ON ON PLANS/CALCS: PLAN CHECK ITE 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS;CA A - J L S sD COMMENTS: FF -054 C5 C5 R�5. PLAN CHECK ITEM A i �? — RESPONSE BY: —a"k L &--I LOCATION ON PLANS/CALCS: - - s �� g - COMMENTS: FF -054 C5 C5 R�5. wt;AI [ON ON PLANS/CALCS: - - - -- - - _ ,. �..�� •, •. wt;AI [ON ON PLANS/CALCS: COMMENTS: 'F L,.A •J 5 ,- .ASL e S 1.1 -•ea .*40 1 I A 09 I-V k5 l PLAN CHECK ITEM 0 �� � OWNLRS NAME DATE.' COMMENTS: Q �� V �• O �� PLANCHECKfFEMN 1� ASSESSORS PARCEL NUMBER PERMIT N MBER 0 COMMENTS: �'q s PLAN CHECK ITEM 0 �� � RESPONSE BY: LOCATIOR ON P S/C C : � COMMENTS: Q �� V �• O �� PLANCHECKfFEMN 1� RESPONSE BY: Fa4/7,' M BY: 7 i LV t F f Iw �n/. r T f / L Z f Aoov! PLANCHECKfFEMN 1� RESPONSE BY: Fa4/7,' LOCATION ON PLANS/CALCS: 07, 5 4+�fs'-r 0 COMMENTS: �'q s CALCIls PLAN CHECK REM A RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: L AT JS S Go It It Citi lF,p lel RESPONSE FOR PLAN CHECK LETTER DATED: Ci V PLAN CHECK REM M RESPONSE BY: LOCATION ON PLANg/C ALCS: COMMENTS: �1 1 PLAN CHECK ITEM 0-1RESPONSE BY: COMMENTS: PLAN CHECK REM N RESPONSE BY: COMMENTS: PLAN CHECK REM N RESPONSE BY: COMMENTS: CHECK REM N RESPONSE BY: TION ON PLANS/CALCg; TION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: ------------ PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: October 25, 2004 Sharon & Donald Solda 15171 Siwini Rd. Forest Ranch, Ca. 95942 Departinent of Development Services Building Division .7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel ?lumber: 063-040-051-000 Building Pennit Dumber: 04-1520 Thank you for submitting the plans for your building project. Tlue plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NiON-STRUCTURAL. COMMENTS: d`= 1. Please provide name ol'special inspector for el..)oxying of anchor bolts. STRUCTURAL. COMMENTS: o� 1. Please revise length of lag; screws supporting the deck ledger. The NJIS. requires 4 times the - diameter of the lag screw for penetration into the main member, excluding the length of the tapered tip. OV 2. Please revise type of hanger supporting deck joist. The Simpson catalog has no listing for a lIU26 with 2x6 joists. 6 K 3. Appears the interior double 2x8 deck girder is overstressed.' ; o W4. Appears the built up deck girder consisting of a 2x6 and a 2x8 is overstressed. 5. Appears the 5/8" diameter bolt supporting the double 2x8 stringer at the larger deck is overstressed. pts 6. Appears the pier foundation for the intermediate deck girder at the front covered deck is overstressed. 0V 7. Appears the 4x8 intermediate deck girder at the front covered fleck is overstressed, 0„ 8. Please show hold downs for line A storage per engineering. Calculations call for P-HD2. See page 19 of 23. dV 9. Please specify flashing or other method to protect the exposed floor beams and prevent water accumulation at under floor area along the north exterior wall. The existing shed roof at this area will be removed. 10. Con -elate the plans with the revise engineering for shear wall at lines A and B storage. evt 1 I . Correlate the shear wall nailing schedule with the calculations at loll line 2. ,9#112. Correlate plans with type of shear wall on line 1 main floor with the calculation. 0 1113. Please note a minitnutn of 13 anchor bolts on line 2, between lines B & t on the plans per the calculations. I of 2 04 01:27p p.2 r 1 4. Correlate the shear wall schedule on the plans for line B main floor with the calculations. SIC 15. Correlate length. of CS16 strap noted in shear wall note D on the plans with the calculations. Please also note nait size to use per the calculations. 6v-1.6. Calculations for line C main floor calls for a minimum of 7 anchor bolts at the standard spacing (6' OC). This wall is 24' in length. Please clarify. 611 17. Correlate the shear wall schedule on the plans with the revised calculations for line C main floor. G)l 18. Correlate the shear wall schedule on the plans with the calculations for line B storage. 6V4 19. Please note minimum of 3 anchor bolts at shear wall line 3 storage. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Shect. Mussell Bloomfield Philo Bunt, P.E. Plans Examiner Plan Check Engineer a � d 'a z------------------------------------------------- � o"UH IUIUGWUOJIAU3 tILE COPY 6 10.) . �k .1Z . ,�A : lot All ._1': r, 7v,. .W r :I. Y.»•. :,. , :J.. ,..,, ,. ,- �'r ...r. 1: ,..„ I .. r :. ,,, Jr.:':• ,� f,, ,�.n,F r `. �p '1`•......v. pug s1�.�,,. «,..� 1'r.;lp ., •�. 'R- t. r a,.::, ��,q id. ,L'r. ,;F; i ,,. , -: � :. 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