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HomeMy WebLinkAbout066-190-007066-190-007 PERMIT#95-1390 OTERI, Robert & Pauline Andover St., Magalia Cont; Executive Homes�1, Chen Decks & Garage 066-190-007 01-1998 OTERI, ROBERT A. 13791 ANDOVER MAGALIA CONT: KEN BROWN CONST ADD 2ND STORY TO DETACH GARA f 0 Y U LCT [ 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 Mr. Michael C. Vieira County of Butte - Building Division 7 County Center Drive Oroville, CA 95965 Subject: Reinstallation of Existing Roof Trusses at Second Story Addition over an Existing Residential Garage 49�- / q0_0 7 �0 &-lWf (530) 872-0254 FAX (530) 872-9331 October 10, 2001 Project: Robert Oteri Residence - 13791 Andover Drive, Magalia, Ca RECEIO/E OCT 11 2001 BUTTE COUNTY BUILDING DIVISION Based on your request and our contract with Mr. Oteri, I have inspected the existing roof trusses by Longfellow Lumber Co. Inc., for their reuse on the Second Story. Addition of a Residential Garage. The truss connection plates were without any damage and of sizes corresponding to the truss calculations dated 12/06/93, copy attached. The 2x4 top and bottom chord members, at bearing points, were also without any damage. The reinstalled trusses were without any sag or twist. Added 2x4 members for the overhang were properly nailed to the top chords. If you have any other question, please call this office. Co: Robert Oteri Ken Brown Construction File Q�pGESS/ ONq rn N No. 32434: _.... �� Of CAI�F�• F* P Sincerely, Frank L. Tyukos .lob: IP: -:.-)Ai(- -PETERSON 110►IES) / 15 22' COMM TOPCHORD 2x4 FL 11 90T CHORD 2x4 FL 11 ijEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. REFER TO DRAWINGS A103 AND A104H FOR OVERHANG DETAILS. T 1n m =15 THIS OIIG. PREPARED FROE1 COMPUTER INPUT (LOADS 6 DIMENSIONS) SUM IITEO BY TRUSS W TOP CHORD TO BE BRACED BY PROPERLY'ATTACHED PURLINS @24.00' OC.a CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE (A REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949. m A 10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. v A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.. W Li A O LA r 1 O 1-2- 11-0-0 11-0-0 2' R=1150# W=3-8 22' OVER 2 SUPPORTS R=1150# W=3.8 E• • A , . I Ir. - ALL 11VC Ut51VN CHI[ UBC CA 0 - - F Rev 17.1' SCALE - 0.2500 a o 0 0 0 0 *)[IMPORTANT**"P"E E,GI'EEIrO Fftur.IS, tlr_ SIWL ,qi SE AESP0IASIBLE FOR a,F WARNINGI"Gsrg IEou►RE Edina* Car qq0 0 TC LL 30.0 PSF REF 8427--81763 O ,d c O d E� O OEVIA11018 ISIM In IS OESI&I OA 11115E SPECIFICAjJQvM DR A'IF AT K4mL1,Ir. EwECT 1011 ASO SAAC11G. SEE MIB -91 BF IPI. SEE 11115 OE SIGw '`' ! Cyd �^ TC DL 1 O PSF DATE 12/06/93' C= v O F.ILum TD Bu,LO IH IAL45 IN coiscowmx MIM oSIBB BV I., f04 " OIIIOIA.t SPECIAL PEo""rOt 9RAC11G RE c, .0 f= O Cl ALPIIE COINICIPM AF11 IIAM Of 20GA GALV. SIELL WEli1G A5111 OUTACALMIS. UEESS OI'EWISI IIOICAIEO• IDV _ 'p BC OL 5.0 PSF ORH CI'USM217 340510 E= C-1 ALP INE C7 � AAAG EA B EACEPI AS ,DIEO. APPLj CONEC/OAS 10 EACH FACE OF ISIMS a0 uEESS 01111,MISF LOCATED 011 PMTS OESIGIt P051t10U UGAO S,ALL K LAIEAAAL' BRACED 0IIA PCOPE LE AFIAprD KINOUO S4`AUp'G. BBIIM C1 M W�18,J '` BI'. LL 0.0 PSF CA -ENG >' L= O Ct1lYELlows PEA owAlIGS taD. ESO C 160A -l. OLSiG1 SIA'QAIpS M/AM OF IDS t TPI A P('OPE0.F A wIG10 CAtI"G -A SE[ IGIA) Q) * L" a�9� TOT. Q5 O n TRUSS �MJFO1M ICAAE PROVISion a' EIGIIEEN'S SEAL all THIS a'rt1ES 1p 1111 CO -vow"' DEP TCO P11 ALPt1E IEUAUCAL IPOAIE UPGAI FAG P"OPEPf* LD. --- . PSF CT L7 c1 c� r-� 17=1, —I o 01AAIIG IC IEK IN OIL,A.O SI ALL Ojai Be /G 1[O )POI 111 AW OuitA "I. Ili1(lµtl AWLlC.11ON full„511 4 EGPf os "ITS OESEG'1 TO "AL IwUSS EALCEIty, CM,1MCloA. �' �Y+l 'lf ��� �f CAU10R' DUR. FAC. 1 . 15 111111111U�p 1 jFIJ SiIAC IMG 24.5 IgGS PL Ail U.S11lulC. .EIS - ItYJ1 1A1101Ai O(Slul :J[UI IllAl Joel Ica ✓xo C0ug1AUClla1 5790 CLARK ROAD - PARADISE, CA 95969 d "..ti L --j PM. - _., 10 OCT I1 ^ ~ / ^,' . - i � / . / i ' / � ' � '/ ' ^ . ''� - / ` ' / / / '� ' ' ` 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT ? (Rev. 12/96) APPLICATION AND PERMIT -/ -/99F ASSESSOR PARCEL NUMBER 066-190-007 ZONING R-1 BUILDING PERMIT OWNER OTERI ROBERT A. TELEPHONE 873— 601 SO. FT. OCC. BUILDING VALUATION -- OWNERS MAILING ADDRESS 13791 ANDOVER'� __7 CONTRACTOR'S NAME KEN BROWN CONSTRUCTION ELEPHONE y CONTRACTORS MAILING ADDRESS PO BOX 708 MAGALTA, CA 99954 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 11 712.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 135.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 87.15 BUILDING ADDRESS 13791 ANDOVER MAGALIA .CA 95954 Energy Plan Checking Fee $ $ PERMIT FEE $ 242.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehoyne ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition CX Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITION OF 2ND STORY TO DETACHED GARAGE SNOW LOAD : 2000 TO 2500 FT. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W Q20.00 PERMIT FEE $ FLOOD ZONE: 'V 0400C ELECTRICAL PERMIT Fling Fee 20.00 UES Main Service zo.A ROV OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license as in I f e n effect. `, t � 'cense Class Lic. No. "i� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 workers' comp nsation laws of California, and agree that f I should become subject to the work s' compensatio provisions of section 3700 of the Labor Code, I shall fith co Ith o visions. Q � I.. X Date 8 .–\ —C-) 6Contractor ❑ Agent SI ature of Applicant - ❑ ner An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TG tOOO46.00 NEW CONST. DINE NG OCC INE UP. SO OR ADDNS. ( a ACC. BLDS. 3.5¢FT.16.95 Np, icD,.T_ MULTI.OUTLET @7.50 asGiWE.R oPim�iUS 20 ,0° Ex. Occup.OUTLET OR FIXTURES BAL o ,50 ED Ex. Occup.OFlUT rs PR OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin —H___23.00 PERMIT FEE $ 36.95 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ U CONST TYPE VN TOTAL FEE $ 279.70 NAZ D FEES IMP _ X FLOOD x CDP PARCEL X PD x HD ISSU This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By PERMIT EXPIRES ON Ia provisions to do work paid. ate / ReceiptNo. 331331 RO410h -15-1 5 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION f 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541/ (Rev.12196) APPLICATION AND PERMIT PERMIT NO. FOWNEMRI 0RPARCQN NSIER mNNO ` "�� OWNER . BUILDING PERMIT T Ne SO. F1 OCC. BUILDING VALUATION v- g- _ p a IADDRtaI�i�1�. P,c I�YV-� ., G? CONSTRUCTION LEWIN - r LENOER'S WJUNO ADDRESS ARCHITECT OR ENOINEER ARCWTECT OR ENGINEER'S MAILING ADDRESS BUILDING ADDRESS ....�,_ 0 NO. IDT NO. $LeMMIDN9 NIME�! PARCEL MAP USEOFSTRL(CTURE SF O Duplex ❑ Mobilehome O Other Sec TYPE OF WORK New O Addition k Remodel ❑ Utilities O installation O Other ❑ Describe Work: 2, Total Valuation 1 E 00 Permit Fee S �; Plan Checking Fee $ Energy Plan Checking Fee S $ 2 2, PERMIT FEE $ PLUMBING PERMIT Fling Fee 20.00 Each 'rap Solar or heat pum water ater 23. Water pipin 5 00 I Gas Mobile water heater or vent 15.00 I system 1 -5 _eo -J;t� a -ill, V14 -1U.4 *PERMIT FEE PAID .SRA SHERIFF OTHER AMOVNT RECEIVEC *RECIFIPT NV"EFt 15,3 ) ` TO BE PVT INTO COMPUTER NON•RE9i0. FOVEA APPAa►Tua i 9NOLE OVrLET cat Ex. Occup. OVTLET OR FMTLJIIES Ex. Occup, Fu�DAPi oR ovTtFTs Esso. EA I Temporary Service i , Mobile Home Facilities PERMIT FEE I S MECHANICAL PERMIT Heating 15. 020. ng Fee 20.00 23.00 46.00 3.54,0..ff 5 @7.50 5.00 23.00 20.00 Fee PERMIT FEE $ /r Mobile Home Installation Fee $ [' I Energy Inspection Fee $ ocC CONSTO AL FEES ►1AZ D. FEES COF 1CID K&SUE This permit is hereby issued under the applicable provision• of the Butte County Code and/or Resolutions to do v a indicated above for which fees have been paid. By PERMIT EXPIRES ON Date W PERMIT FEE �-� ELECTRICAL PERMIT 7i� ' Gam✓ `' _ �Q Main Service Main Service 20a OA LESS �� �, ""TO t000A /1' v.� I \J[� p 1 O . NEW CONEDWEIi OR ADOHS. ( P. ► �'1 J MUITFOUTI.ET -J;t� a -ill, V14 -1U.4 *PERMIT FEE PAID .SRA SHERIFF OTHER AMOVNT RECEIVEC *RECIFIPT NV"EFt 15,3 ) ` TO BE PVT INTO COMPUTER NON•RE9i0. FOVEA APPAa►Tua i 9NOLE OVrLET cat Ex. Occup. OVTLET OR FMTLJIIES Ex. Occup, Fu�DAPi oR ovTtFTs Esso. EA I Temporary Service i , Mobile Home Facilities PERMIT FEE I S MECHANICAL PERMIT Heating 15. 020. ng Fee 20.00 23.00 46.00 3.54,0..ff 5 @7.50 5.00 23.00 20.00 Fee PERMIT FEE $ /r Mobile Home Installation Fee $ [' I Energy Inspection Fee $ ocC CONSTO AL FEES ►1AZ D. FEES COF 1CID K&SUE This permit is hereby issued under the applicable provision• of the Butte County Code and/or Resolutions to do v a indicated above for which fees have been paid. By PERMIT EXPIRES ON Date W T: r tii:lr '�Yi s'►:s� i ys�: y l .? -h ' . �a� it yi Y L►Ti t " it [ ; '�:H' ie fig {�zv` t. 0 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: (q.— 1 O Proposed Building Use: Building Inspector: qkwnl Date: At time of permit application, I 4vis adv ed the following data must be submitted prior to permit roces ing a6d/or issuance: Date Received By 111. All items have been submitted.------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ gineered truss details and layout in duplicate (required prior to plan review) No faxes! -=--------- -�- .r Energy Design Compliance and supporting documentation. Cs�' — -b (L -Tj,m -un 8- �3'01 07. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑�Oees actured o data a d ' o ins ctio ' u ' g Tie D wn Specifications .------------------ of $ ------ N fees as shown on the attached schedule. - - ------ =—� -------------------------------------------- 2. California Department of Forestry plan approva fees. Q-------------------------------- 1 . Flood elevation certificate. --------------------------------------------- 4. Sanitation and plot plan approval&,► L-0 Health Department. ❑ 15. Ci hico plumbing permit. --------------------------------------- ❑ 16 lot plan and business license approval from the City of Biggs. --- 7. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- D 22. Workers' Compensation carrier and policy number. ---------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- ❑24. Letter of signature authorization. ❑ 2�' Recorded copy of Agricultural A 104 6. Letter of intent on building use. - E327. Manufactured Home utility clear (Date) ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- 2 ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- Other: 519 -C,l a' -Q_ ------- When you issue the crmit process as follows ❑ Mail to owner, []Mail t? ntractor. ` KTelephone o< < and hold for pickup at O isj tle El ^ ' er with inspector. IApplicant: Date: ^ y Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Otber: pate: _ ;, $Y:- 1. Index permit application for the above items numbered: IVINl Ulan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above r uired data by ❑ phone, ❑ mail, ❑ Building (is�on counter, by ate: Plans reviewed by: � z Date: _ Z -7Plans approved by: `'C/ Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY e'. Plot Plan "aeh id Floor Plan Att�r„ti d Sant ti otee i / `7 9 / An nlnyev- Dr, 64-190-062 Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well" Clearance for �. Other 2r7c� ����✓ Ifo✓�tiIZ, /' �v " ��✓a�-� Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 PRC ECT PROCESSING RECORD APPLICANT: OWNER: f lA-� PER5W h f-• lqcl 0 A. P. WORK DESCRIPTION: DT DES OF STEP_ U e NgV t ya)u r-�L o IN APPLICANT: OWNER: PERMIT /: A. P. �. WORK DESCRIPTION: PIW QCT PROCESSING RF'.ORD 'w � •� D l �ti�--tom-- � � -�-�-. � rr '-P (4' - - - W, Ltc- 4-D PVJl v . ?Vi4LiD rUtse, lute✓ -Q,4 ick ro ✓� d e- sett of dzia 4Dc�rrm-d��7 C. -F'✓ a� v�Or o� Owner: L ►n A e x- +* 11, h 0 w ►n e r- RESIDENTIAL PLAN o ° : o REVIEW GUIDE . - o :. • t O - SINGLE FAMLY, DUPLEXAND C-�. - o N'l'�e.-� o- c MISLANEOUS 0,1 Yew-toc�,.�-ta.� . • & - z 1 •o .Z8- of - CW -Q- o -k- 01 '• 150 `"`.'l _ �.lo� tz-�n--43 t e,rt Building Permit Number: C0 l - r9 R F Plans Examiner. A. P. Number: C9 (OCP - 19'0 GENERAL: 1. Zoning requirements - (number of permitted living -units). a '� QBuilding permit valuation. �! Plans signed by the designer. 4� Proper description of work, on the application. �- �k Existing violations on the property. .. 6. Recorded notice of violation. PLOT PLAN: �`� ro✓ /1! Complete parcel size and dimensions. ./ ,2' Setbacks, side yard, easements, Etc. -P�� Q� C� yQ,pySi1 h'l 3. Other buildings or structures. ✓�� ,,4-.' Grading, fills and/or drainage. ,a' Flood huard 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees)... 7. FAU & FAS road setback. ,8! Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). S !'' 4o 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). �1�ro.r VYul.Sf' Egress windows (Uniform Building Code section 310.4).- Iot�av Skylights (Uniform Building Code section 2409 & 2603.7). fin6t Glazing in Hazardous locations (Uniform Building Code section 2406).tvt .0 rod rtm -' Required room sizes and ceiling heights (UniformBuilding Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 4 �tci.Q.Q. Prohibited locations of gas water heaters (Uniform-Phniking Code 509& 1213.5). {moi-ovi e ; ►xa�t e.✓ f `°�► 9. Prohibited locations of gas heating'equipment*(Uniform Mechanical Code 304.5). spirri g Garage fim all separation - ed oarage side including supporting walls and posts (Uniform' Building Code section 302.4 exception #3). W< l lc-ri %. aAl L4:0 -w -' ce I ,1� Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). ,I Smoke detectors (Uniform Building Code section 310.9:1). 6. Vater closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Pagel of 2 c(0 are. rIc-rt or) P fcLns low. �r l (WO� UC;TURAL DETAILS: �� Conventional construction – Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2: Standard bracing or engineered design (Uniform Building Code sedtion 2320.11.3). (� 3: Clerestory requiring balloon framing and/or engineering. M 19-eX building engineered calculations and plans. I Z l Z . 4. Three story b g requuuig 5 Foundation plan complete enough to construct building. pro aide u��c'o•^ c�hde r oor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. ` 01 F 8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). 13. Stud heights. nck:<<<``��,,,, 14. Expansive soil – special foundation design required.GGex- W 15. Retaining walls requiring design. ;t ✓e 16: Special Inspection requirements. �o recti (S 17. Header sizes.. �, G_ ypsum wallboard nailing inspection required. 6,�•l.e�%� W ��vR CELLANEOUS ITEMS: �Y1 S-E • 4« 1. Stairway details – landings, rise and run, head clearance, handrails (Uniform Building Code •seetion 1006): Guardrails (Uniform Building Code section 509). 3.:. Brick or stone veneer (Uniform Building Code section 1403). Fxterioi plaster – weep screeds (Uniform Building Code section 2506.5). 5. Rgofpitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). - 6: - ILogf covering'type - (fire hazard). 7. Foam insulation – protection. 8. 3.6'-' halls and stairways (Uniform Building Code section 1004.3.3.2). 9. Two exits on three – story dwellings (Uniform Building Code section 1004.2.3.2) 10,. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11 Attic access and ventifation (Uniform Building Code section 1505). 12: Combustion air for fuel burning appliances – LPG requi=em_ eats. -: 1 Quad requirements. . _ �� � 14. ergy design compliance and supporting documentation. �vo v I c2.. e- eV C alc6 C O 5: Flashing at all exterior openings. (C'IL U rn o.d� ,ca n.�-v. 8 -Z3 •o) 16. CDF responsible area requirements. �u,ane. r – ho u4D S'�O�'a-�. 17. Building Permit requirements: ' 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. :. 17.5. Use Permit conditions. - 17.6. Sub-Standard Hoqsingl % War66ew,rd l8 VKG� k. �_)�u . ' U ojY,#_C o(.6-w art rA4A . � ka.x Z �zo.s. 4: j(y kx4.t' �. CUA of opwAage' 2 of 2 — j�c� �YX�1L ,�,�,e•,o `�cAc �ti s��`cc.�� rv�-=t-�.lV, �c�•�ce�. � �-� t�•�,.�,a�..� Wednesday, September 26, 2001 11:57 AM • ATC (530) 891-4243 Attention: Martha Company: Butte Co. Building Dept. Fax Number. 538-2140 Voice Number: From: ATC Company: Applied Testing Consultants Fax Number: (530) 891-4243 Voice Number: (530) 891-6625 Subject: Comments: Date: 9/26/01 Number of Pages: 2 Wednesday, September, 26, 2001 11:57 AM ATC (530) 891-4243 _ p.02 A.Irc APPLIED TESTING CONSULTANTS. MATERIALS ENGINEERING . TESTING AND INSPECTION September 26, 2001 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Attn: Martha Dear Martha: In accordance with your request, we have agreed to provide special inspection services for the A325 high strength bolting.installation for the Robin Perry Garage/Shop Building located at 3227 Morseman Avenue in Chico, CA. The AP number for this project is 007-210-049. We propose to verify proper tensioning of the A325 bolted connections using a calibrated dial indicator torque wrench or the AISC "Turn of the Nut'' method. We will use the proper method that is applicable. The proper tension will be established by a representative sample.of bolts tensioned in a Skidmore -Wilhelm load cell device. This procedure will be executed per the specifications noted in the AISC manual. Please call if further information is required. Very truly yours, APPLIED TESTING CONSULTANTS Brad Forsythe Vice -President & Director of Operations 3060 Thomtree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 FROM :F.L.T. ENGINEERING TO tS382140 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 41 . Mr. Michael C. Vieira County of 13utte - Building Division 7 County Center Drivc O • Al C'A y5965 IOVI e, 2001,09-23 10:37PM #083 P;01/01- (530) 872-0254 FAX (530) 872-9331..,- • - . 'W Scptemhor 24, 2'001 Subject: Rcinstallntion of Existing Roof Trusses Project: Robert Oteri Residence - 13791 Andover Drive, Magalia, Ca Mr. Uteri has hired FIA' Engineering to inspect the existing roof trusses for reimLallatiou on the roof ot'the second story addition of an existing building. v The inspection will be provided prior to tlic reinstallation. If you have any question please call my office Co: Robert Oteri Ken l;rown (;onstruction Pile a U4,0 �-Qirh civ - Sincerely, Prank L. Tyukos KCE 32434 a. September 6, 2001 Robert Oteri 13791 Andover Magalia, CA 95954 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 066-190-007 Building Permit Number: 01-1998 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows.. Ula 0� -STRUCTURAL COMMENTS: �J"ovide a landing at the exterior of the slidor, which is located on the second evel. This deck must be provided with guardrails and the attachment of the deck must not use nails subject to withdrawal. Provide full construction details. Minimum with i 3 feet i depth and the width of the full door.(3x6) {O " Provide contractor's estimate for the remodel work on the existing first floor. This is to include the construction of the staircase, the new foundation required under the staircase and a ythetrofit work on the wall next to the garage door. de footing under new bearing wall at staircase. Footing is to include required steel and on is to be noted on a foundation plan. Vhe siding material noted for these plans are hardboard and as such your nailing called out for your braced wall panels must meet the requirements of Table 23 -II -C of the UBC. The requirements are 6d nails at 4inches on center at edge and 8 inches on center in the field. 5. Per our phone message on Tuesday, August 28 at 9:30 a.m. this building will be used as s rage only. Please provide a revised floor plan eliminating bathroom and all electrical cept lighting and one electrical. xisting trusses, which are removed and used again, will require special inspection from an engineer. Provide the name of the special inspector you will be hiring to provide special inspection services. The engineer is to certify that the plates and framing members have not been damaged in the removal and re -installation. Owner must hire special inspector, not the contractor. P U �l �• I � Gi, l �'rn - A i' ` 4-1 C h.a�crc. d of 2 CZE . `b !7t�• 2 �P�rz-ell «-9-- Q�' _, .t - STRUCTURAL COMMENTS: d� . Provide adequate shear transfer from the second floor diaphragm to the first floor shear wall. .�' t I recommend providing solid blocking between the floor joists and A35 clips connecting the at\n blocking to the shear wall. PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide 2 sets of California licensed architect or registered engineer -designed -plans. IVQI� Please be sure to include on the resubmittal the designer's "wet' stamp, signature, registration number and expiration date on all sheets of plans depicting the designed e emen s an covers eets o calculations. �2. ay Balance of Building Fermit tees to be determined a next plan check. 3. Impact fees: 4. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 5. Provide a detailed letter of intent for proposed building use. (Detached accessory building form). If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Martha Christy Plans Examiner Cc: Michael Mooney, P.E. 2 of 2 Philo Hunt, P.E. Plan Check Engineer 1 PfAN REVISION Please complete the following information in order to process your submittal. If this and legible, it may .cause a delay in processing. form is not complete, correct Owner's Name: A.P. #: l / l0 / O r. ContactPhoneNumber: Y? Purpose .of submittal: ❑ Permit Application Data Item ❑. Engineering ❑ Plan Revision ❑ equested by Building Inspector or Correction N Requested By Plan's Examiner - Examiner's Nam ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for 1 review. If engineering is involved in this revision, the engineer must put his requirements on these drawin s and stamp and sign the drawings. Include two -'(2) sets.of wet signed engineering. v' g a ed cations ;�volvSd rinat mLct earlyshow When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: -7 Call ! ��.(6and hold for pickup at the ❑ Chico Office • �'�oville Office ❑ Deliver with next inspection. Revised Plan Check Fee: ❑ $46.00 Receipt #: . Additional fees may be due based upon complexity and time Additional Fees: Receipt #: involved dtoo p rocess this this PLAN REVIEW RESPONSE ORM In order to expedite the review of your plans, please complete the following information and return this form with your rowabmim1 this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review, 1jere mg be a va response to every item requested in our plan correction letter. "Hy others' is not Considered a valid response.- I�kase bdicate y, response to each item and the location where the information can be found on the plaIWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LEITER AND RETURN WITH REVISED AND ORIQINAL PLANS, OWNERS NAME _._ .... _.._....... _ _ ...- -- ......_..._. DATE::- . �..... _ . . 0-t7eL1 zo3 ASSESSORS PARCEL NUMBER PERMIT NUMBER 1q4 g (RESPONSE FOR PLAN CHECK LETTER DATED: 5 C P"v-- G 1 `Zo© 1 PLAN CHECK ITEM # IRESPONSE Sr. -- - (LOCATION ON PLANSICALCS: COMMENTS: *boo &- S ae6-tj L-- 'l LU (L,�, e5;,981, Uj 1ut)0LV Poll t✓kG * L_mlbkoa GL,iL4, ebv�u PLAN CHECK 11#M # RESPONSES LOCATION ON PLANS/CALCS: COMMENTS: Itl�Yl? Q Sr OO`2 s. H�-L� U b"ti- �r•A� e. ` Oita R �� � S 3DU o e4 W{ kk, u' t3`us V S1 �W PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: Nvw PR-Chty- -2- A . COMMENTS: i4t­ W � kl bd, vu tea_- W{ kk, u' t3`us V S1 �W sVbk tionyre COMMENTS: ��.� G B1CW1'00, I w COLS CQ_ O V3 Q1FLQr FO�t l G 1.�. D 6r, dCi11 Ott LS Plt�OUJ tAbw 1d cow Q 2 - PLAN PLAN CHECK" u RESPONSE BY. LOCATION ON PLANSICALCS: 3 COMMENTS: i4t­ W � kl bd, vu tea_- W{ kk, u' t3`us V S1 �W sVbk tionyre I V1 C!%7 UW CHECK # WO I 0 RESPONSE FOR PLAN CHECK LETTER DATED: '-T�` 1 b'�� ��� PLAN CHECK ITEM M RESPONSE BY: LOCATION ON PLANS/CALCS: RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: COM`M'ENTS: RESPONSE BY: Yu-' 1 Vu iLa L` QP�-1 lab u CVt�k co -To C4 -t e " 1._ 5 i 0& PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: & `tH PLAN CHECK ITEM N RESPONSE BY: (.� LOCATION ON PLANS/CALCS: COMMENTS: PL, t PCHE ITE B , 7z� I RESPONSE BY: A - LOCATION ON PLANS/CALCS: COMMENTS: G PLAN CHECK ITEM K RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM M RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: �.-t N C., t2jl. o C- LC UQ G b p i �'� S l �- `1111 t► T i ►� �` s nl�ci- VL -1 L N C- o N C (2� `rte 2cv�� � '� t � �YLAOV � VvAkQ SILL N��LINc, 1CLIPS WOQL V WILDING DEPARTMEN ey-L- cl 1. 30ILDING DP-PARTME14 wtTdlovrtn WILDING OEPARTMEN Footling Design f 97 Uniform Building Code (91 NDS)1 Ver: 5.03 By: Larry J Warner AIA CSI , AEC Group on: 05-16-2001 :11:33:40 AM Prosect: SPENCER - Location: FTG -COL -CB -3 Summary: Footing Size: 1.0 FT x 3.0 FT x 12.00 IN Footing has been designed without reinforcement Footing Loads: , Live Load:,, PL= 2118 LB Dead Load: PD= 1899 LB Total Load: PT= 4017 LB Ultimate Factored Load: Pu= 6259 LB Footing Properties: Allowable Sal Bearing Pressure: Qs= 1500 PSF Concrete Compressive Strength: F'c= 2500 PSI Footing Size: Width: W= 1.0 FT Length: L= 3.0 FT Depth: Depth= 12.00 IN Effective Concrete Depth: d= 10.00 IN Column and Baseplate Size: Column Type: (Wood) Column'Width: m= 3.50 IN Column Depth: n= 3.50 IN Searing Calculations: Ultimate Beadnq Pressure: Qu= " 1339 PSF Effective Allowable Soil Bearing Pressure:(With Increase), Qe= .1350 PSF Required Footing Area: Areq= 2.98 SF Area Provided: A=' 3.0 SF Baseplate Bearing: Bearing Required: Bearing= 6259 LB AllowablwBearing: -„Bearing-Allow= 33841 LB Beam Shear Calculations (One Way Shear): Beam Shear: „ .. Vu1= 1391 LB Allowable Beam Shear: vC1= 5200 LB Punching Shear Calculations (Two way shear): Critical Perimeter: Bo= 24.00 IN Punching Shear: Vu2= 3912 LB Allowable Punching Shear' vc2= 20748 LS Bending Calculations (Long Direction): Factored Moment: Mu -long= 28166 IN -LB Nominal Moment Strength: Mn -long= 32500 IN -LB Bending Calculations (Short Direction): Factored Moment: Mu -short= 9389 IN -LB Nominal Moment Strength: Mn -short= 97500 IN -LB 5 Z r I • F N PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. Owner's Name: Received B Date: A.P. #:0(& -/q() -007 -Permit #: /1-66 77' ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering 0 Plan Revision Time: �'.20 •pl �f l ace-ct � prate Additional Fees: Receipt #: d ❑ Requested by Bung Inspector or Correction Noti O Re uested B Plan q y 's Examiner - Examiner's Name: ❑ Other: Aveleek Y'c,�wrne If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must c chances oronosed and locations involved_ lefshow When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: Call ��'/�/"6and hold for pickupat the ❑ Chico Office oville Office ❑ Deliver with next inspection. Revised Plan Check Fee: ' ❑ $46.00 Receipt #: Additional fees may be due based upon complexity and t' Additional Fees Not Required line involved to process this submittal. Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX September 6, 2001 Robert Oteri I 4o 13791 Andover Magalia, CA 959541 dC ez F4� 6. Assessor Parcel Number: 066-190-007,6 Building Permit Number: 01-1998 This office reviewed building plans for the permit application referenced above. The plane examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART - I Provide additional information and/or make revisions to plans, specifications and calculations as follows: -STRUCTURAL COMMENTS: IJV 1. rovide a landing at the exterior of the sliding glass door, which is located on the second level. This deck must be provided with guardrails and the attachment of the deck must not use nails subject to withdrawal. Provide full construction details. Minimum with is 3 feet in depth and the width of the full door.(3x6) Provide contractor's estimate for the remodel work on the existing first floor. This is to include the construction of the staircase, the new foundation required under the staircase and the retrofit work on the wall next to the garage door. Provide footing under new bearing wall at staircase. Footing is to include required steel and location is to be noted on a foundation plan. 4. The siding material noted for these plans are hardboard and as such your nailing called out for your braced wall panels must meet the requirements of Table 23 -II -C of the UBC. The requirements are 6d nails at 4inches on center at edge and 8 inches on center in the field. Per your phone message on Tuesday, August 28 at 9:30 a.m. this building will be used as storage only. Please provide a revised floor plan eliminating bathroom and all electrical except lighting and one electrical. Existing trusses, which are removed and used again, will require special inspection from an engineer. Provide the name of the special inspector you will be hiring to provide special inspection services. The engineer is to certify that the plates and framing members have not been damaged in the removal and re-in-stallalt, ion. Owner�must hire sp�ecTia7ll'7inspector, not the contractor. ia6. /?r^ 1 of 2 _ I n STRUCTURAL COMMENTS: Provide adequate shear transfer from the second floor diaphragm to the first floor shear wall. �.`�• , I recommend providing solid blocking between the floor joists and A35 clips connecting the blocking to the shear wall. PART - H _ The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide 2 sets of Cali fo licensed architect or registered engineer -designed plans. ease be sure to include on the resubmittal the designers'wet stamp, signs ure, registration number and expiration date on all sheets of plans a icting the Assigned ements and cov�shee�tso2. ay a ance o git fees�tobedetermined a next plan check. :.3 Impact fees: 4. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. - 5. Provide a detailed letter of intent for proposed building use. (Detached accessory building form). If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Martha Christy Plans Examiner Cc: Michael Mooney, P.E.. 2 of 2 Philo Hunt, P.E. Plan Check Engineer PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and retum . te, this form with your rIf this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There mug be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response.-- please inm response to each item and the location where the information can be found on the plans/calcs. your ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LEITER AND RETURN WITH REVISED AND ORIOVIAL PLANS. OWNERS NAME _._ .... _.._....... _._ _.– ...- – ._....._..__. DATE:::. , • . 77 :........ .. ASSESSORS PARCEL NUMBER PERMIT NUMBER - VW0 - 007 lya 6 iESPONSE FOR PLAN CHECK LETTER DATED: S it- `2-a 1 PLAN CHECK ITEM # RESPONSE Sr. -- - CT LOCATION ON PLANS/CALCS: - COMMENTS: SI..IDi�Ci. C� S ����-� ��� l•�`t-lat 1.7 0 � �� An �1-1 a`t- ��•Ai QS ' c��v R ��ouu � S 30(� o °� � � PLAN CHECK ITgM # Uo� " 2 - RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: �1-1 a`t- ��•Ai QS ' c��v R ��ouu � S 30(� o °� � � PLAN CHECK ITS # RESPONSE BY: LOCATION ON PLANS/CALCS: �30W Pic 6� � � QF�\1�t6d, 3C -V,4_- 0Le �ba- ZR -db WWLL, Mkg S VS11.% tAtl!Ec$WiL=;9 COMMENTS: ��►� �ooi\�G �. �� v �.10�G� �p �.t9 ► t� Q � �� �' �•pC47tp� O � fiJ-3CSv� FOO'C-l�'G � 1.�, O � ` tStFs 3 f�Ci�\ �O►� LS lL1p.w ld (DO Q R -2— PLAN PLAN CHECK np # RESPONSE BY. 0 LOCATION ON PLANS/CALCS: L COMMENTS: lCtt QF�\1�t6d, 3C -V,4_- 0Le �ba- ZR -db WWLL, Mkg S VS11.% tAtl!Ec$WiL=;9 ll X11 -1`7, PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: U \S C 19 l� t & T RESPONSE FOR PUN CHECK LETTER DATED: PLAN CHECK REM N 11014 �( 0 - RESPONSE BY: I vo - LOCATI S/CALCS: COMMENTS: — -� l L` PPu � t.�Gtl� PLAN CHECK REM N RESPONSE BY: L NS/CALCS: COMMENTS: LJGC l= l\iet> k-1 \ L -O l9 O hG STl (—►aC- i w , 0 C%- `3 PLAN CHECK 07EW 9 / JRESr"ONSE BY: iLOCAvTiON N F;kN5 CALCJ: wJ0'►I-S�Rvc� � I I p -I (e0 S vigivtrl=lh- W- 1 Z? 7- - ©as4 . PLAN CHECK REM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM M RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX SPECIAL INSPECTION. NOTE Special Inspections — Uniform Building Code section 1701: In addition to the inspections required by Section 108, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Section 1701.5. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. Duties and Responsibilities of the Special Inspector: I . The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Butte County Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the. approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to him, so inspections must also be made by the Butte County Building Division 5. Any change in special inspection firms made after permit issuance shall be approved by the Butte County Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. Butte County inspection approval and sign off is not to be construed as authorization to proceed with work Nhich obscures, covers or otherwise prevents proper special inspection. Special Inspection is required for the following items: ❑ Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). ❑ Structural Masonry ❑ High Strength Bolting ❑ Welding Bolts installed in Concrete F1oX-f -rl_f=t Other: J -V -UA a — Ce�r-k. �la eo 4t, Arm+'n;Mme'rhb." 6&AC. not cvam q�dl rr► x MOV&%j and V-C-yd►s�r+alla�-�o•-� 04 so►td Name of Special Inspection company: P 1_ 1 �> T��ST1 1J� loft Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation.(UBC section 1505). • Provide approved flashing at all exterior openings. . • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide 1/2"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar'at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) Page 1 of 2 Owners Name: 0ACV- t Building Permit Number: 0k-- 199ES Plans Examiner: Martha Christy • , T • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate wifl also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Fire sprinklers are required in this structure. This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and egw*pm, eennt including overhangs shall be clear of all easements. A setback of 6Z �"�m fhe side and ah of a rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: CA trX l Building Permit Number: m— LRCJE Plans Examiner: Martha Christy -i ' f 1 PLANNIN DI VISION�BUILDINGJPIAN APPROVAL _ . 1 _ ,-- � -- �-•-- �- g --}_._-S �;�---�-�'1�: - _-�- Date:� Pa- g' _ ► Landscaping: _--- _ Other: I , , f -�5 zevie UIL page "REVILWEDBYi BUTTE•Gb. �Ii3E..DEPT.. i J CAfEP IF. DT. of FORESTRY approved as submitted i.,__ ' _ = s '� _f. i 1 _ roved with conditions app { , , Date ' _ i..w + .' `... -_..}......t._.. ,. +- i ^j•--- � cam-' i � � t 3;7q ! P _ _ ll r��. N ALL STRUCTURES • LAND__ EQU PiJ1Et 1 CLl�D1N0 � _ _ _ --� 1 -- (—ASTRUCTION' qq EMFNTS:{AtOVERHANGS SHALL BE// LE 4R OF ALL K OF AjgA � �rjbM-THE- IDE --AND-- -.'.._.. __. - KEMBFIN A SET BAC r �9m 3 0 Fi. FFJtvt THE I ESR p� OPER�j`� LiINES AND ��� �� � - `� GENW-1-1 ER IeNE�SHAL.L IBE ! Mailing Ac)cires5 p+� FT. FROM THE s .AA: P. O. Box 708 CLEAR OF STRUCTURES ANDEQLIPt LEN T EXCEPT t - ' � � Magalia, CA 95954 _AOR A SAVE OVERHANr - Ph. (530) 873-1215 CDF FIRE SAFE REQUIREMENTS -o % 0/_ � 9� ®,Yet , &" � AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to.assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway.Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. �] 2. The length of vertical -curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required,, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3--, -/- 1273.10 Turnaround. A turnaround shall be provided at all / building sites on driveways over 300 feet in length and shall be,within 50 feet of the building. 1273.11 Gates [X1 1. Gate entrances shall be at least two feet wider than (( the roadway it serves. [X] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback.for buildings and accessory buildings from ul] property lines and/or the center of the road. [�) 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall ba completed prior to completion of road construction )r fi:ral inspection of a building permit. Page 2 of 3 i �C) AP # PERMIT # NAME [(�] 1273.10 1 Turnouts. less Driveways exceeding feet in 150 feet in length, but than 800 length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. -/- 1273.10 Turnaround. A turnaround shall be provided at all / building sites on driveways over 300 feet in length and shall be,within 50 feet of the building. 1273.11 Gates [X1 1. Gate entrances shall be at least two feet wider than (( the roadway it serves. [X] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback.for buildings and accessory buildings from ul] property lines and/or the center of the road. [�) 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall ba completed prior to completion of road construction )r fi:ral inspection of a building permit. Page 2 of 3 t y ,j o% o'� AP # PERMIT # NAME Other Requirements [� If Building Setback is.15 to 30 Feet: '\ - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed At of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials /44 � Date Signature Page 3 of 3 on ,S ` 91 d F tk Zf q -.r-D Q �. S6o �u1.eR\�ptf�!!-1R�� LE eR�on Avcd►ot.S IOT Ju tTE KEN BROWN CONSTAU' H . b P. O. Box 708 Magalia, CA 95954 Ph. (530) 873-1215 a1� L, 02 1v� O 'fjq `Jt31RN\ - 15ufpoa* V100 ft - c� xLi 3KIt.e b%o.c- � la, �►.���R 8c�c..T—� Cum CWC*T6 �-�Vq Fo0 t�vg`To ��ooQ. km I.V KEN BROWN CONSTRUCTION 14559 Skyway Mailing Address P. O. Box 708 Magalia, CA 95954 Ph. (530 873-1215 41 E KE - N '@ R,,OiWN CONSTRU!-'—'^N :14559 Skyway • ✓— i pp " 0' Box 708 CA 95954 r', � N �R m - - 73m- .2w,6 'Flow— ?LA4j WJC4-- t, ewt PC 'FftmL.; 4' Lail to to 41 E KE - N '@ R,,OiWN CONSTRU!-'—'^N :14559 Skyway • ✓— i pp " 0' Box 708 CA 95954 r', � N �R m - - 73m- KEN BROWN CONSTRUCTION 14559 Skyway - _ Mailing Address P 0. Box 708 - - - —, - - Magalia, CA 95951f— Ph. 5954,—_Ph• (530) 873-1215 efvsc (CO "-evssr51 10,�Ct:l�L9 tIt 17, yl KEN BROWN CONSTRUCTION 14559 Skyway Mailing Address P O. Box 708 Magalia, CA 95954 COrp �;kt .Vtts . (53.) 3-1215 elf r ! � -.... - _ .Ksi' .._L' ,amu - - _ �$ r d� ', y� _'i•0'.,..._....«..t.'aJ:,.f� .aic�i,;. n:eu n:. .. .,_ . s . - ' loop- PATS- �oP- A�GI,sp �l cowoelso�'-I Dv -D � r t e Z K 12, QG '\ h y ,�-� Pl.f►c� - J 6�1 A Ls - �cJRcL Pac�p L LZQYf Cbl uj C --,t too wD ;koo rL - - - f q8> 1d � -.... - _ .Ksi' .._L' ,amu - - _ �$ r d� ', y� _'i•0'.,..._....«..t.'aJ:,.f� .aic�i,;. n:eu n:. .. .,_ . s . srt � -.... - _ .Ksi' .._L' ,amu - - _ �$ r d� ', y� _'i•0'.,..._....«..t.'aJ:,.f� .aic�i,;. n:eu n:. .. .,_ . s . VN = y' s� 4 031 . KEN BROWN CONSTRUCTION 14559 Skyway Mailing Address P. O. Box 708 ' Magalia, CA 95954 Ph. 3 73-1215 _.aAA--rt ItMDUP1 IIUMIc71 / 17 CC TOP CHORD 2x4 FL I1 ROT CHORD 2x4 FL 01 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7,3.3. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. T i, ,1 F m 1=15 IIIA:) u1lu, rltcrAHCu rflUMI L.UMII91ICH LIVrUI ILUALIJ a U1ntIV,lUH,) SUUMEIILU UY MUSS MIH TOP CHORD TO BE BRACEV BY PROPERLY ATTACHED PURLINS 924.00" OC.a c CONNECTOR PLATES MUST BE INSTALLED IN ACCOROANC6•'WITH THE N REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. n A 10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. J A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. ID MUST BE PROPERLY ATTACHED TO'THE BOTTOM CHORD, w W A O Ln 1� trnvcd p�wu,i- t- 45 -13 8� VVVAs}- haus. spm► oJl ols O -n 4% yy��v�VxvS hpvle, ►�,,- h c�la,m 4.1� �,n �-hc trt�✓►'1 cvak a'`& re - ir)S�-o lk a'1 I 2' 11-0-0 -1-- • 11-0-0 _I_ 21 1 R=1150# W=3"8 —22' OVER 2 SUPPORTS R=1150# W=3"8 APPROVED PLT. TYP.- ALPINE DESIGN CR UBC CA/0/11.0/-/-/F Rev 17.1' SCALE - 0.250( 0 0 0 0 0 O O O [=, C=3 O O O O L'7 o t= 1 ALPINE • Q= TRUSS �� CA n =3 f= L= 0Atli o O o o O O O **IMPORTANT**"I"'I,EG� EA1I11P M. 311 WALL DEVIAIIaI fPON IIIIS DESIGN DR IIESE SPECIFICAF1011S. OR All( FAILURE 10 BUILD INE TRUSS 114 COIFOIWAICE 111111 OSIBB BY IPI. ALP114E CaDEC10RS ARE HADE OF 20GA G&LV. SIEEL NEEIIIG ASIN A446 GR B E%CEPI AS IGIEO. APPLY C01IECtORS 10 EACH FACE OF (PUSS u0 U0.ESS OIIERMISE L,,:AIEC, 011 THIS OESIGI, POS911014 CUIIIECI AS PER DRAMIIGS 1w. ISO C 160&-F. UESIGII SIAIMARUS COIIFORN N/APPLICABLE PROVISIDIIS OF IDS C IPI All EIGIIEER•S III StAl. Oil IAIO S TALL 1101 OEIES ID ICUIIIIE C 4`01111110111RCY&Y.IEAE WARN ING,-°i�-���IRE EXMEo G�lro BRACIIIG. SEE HIS -91 BF IPI. SEE [it ISDES ILII FOR A00111011AL SPECIAL PE14MAIJENI BRACIIG RE DU ENEIIIS. MESS 011EMMISE IIOICAIED, 10P WORD SIULL BE LAIERALLY SAACED 111111 PROPE LY AIIACIED PLYWOOD SIEAT1111G. Bottom GIGRO 011111 PROPERLY AIIACIEO RIGIU CEILII -- SEE ALPIIE IECIIIICAL UPDATE 11/1/911 fOR I'ROPEA UA(MALUESIGMLIOIMIClie IRUSS FIIEC11011 CIIIIRAC IIIIS rl'ECI11GAli0ll FOR 11900 C(RISIRIIGII(AI �pIto �OI�,! y�4' 11 [, Fy '� r * 11tt0..__C043845 � '• `W ��9� t�^y�11 L Or CAL5 TC LL TC DL .BC DL BC LL TOT. LD. OUR. FAC . SPACING 30.0 10. 0 5 . 0 0 . 0 45. 0 i . 15 24.0 PSF PSF PSF PSF PSF M REF R427--81763 DATE 12/06/93 / ORN CAUSR427 340510 CA -ENG IIIIIIII IIIIIIIII II IIII �IIII 1 .--IPI - TRUSS PL►1E IIISI11U1E. IUS - 11191 IIATIGIIAL OF.SIMI I'll') :y) 4. 5. 6. 7 Engineer or Architect shall identify on the plans when special inspection is required per Section 1701 of the Uniform Building Code, list the type of special inspection required and any special requirements for testing. Plan check engineer will attach the "Special Inspection Note" form to the plans indicating which items will require special inspection. Plan check engineer will notify applicant and list on the data sheet that approval of the special inspector is required prior to issuance of the building permit. A preconstruction conference may be required by the Plan Check Engineer to review special inspection requirements and procedures. The special inspector shall be employed by the owner, architect or engineer of record, but not by the contractor. Prior to our approval of a special inspector, a resume and other information may be requested to verify the.qualifications and certification of the special inspector. Special inspectors shall submit reports to the Building Division stating that all items requiring special inspection and testing were fulfilled. Final report is to be submitted and approved prior to final inspection of building. In addition to the inspections required by the Uniform Building Code Section 108, a Special Inspection is required in this building in accordance with the Uniform Building Code Section 1701. Duties and Responsibilities of the Special Inspector: 1. The special. inspector shall observe the work assigned for conformance with the approved design drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Building Division called inspections cannot be delegated to him, so inspections must also be made by Butte County. 5. Any change in special inspection firms made after permit issuance shall be approved by the Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. County inspection approval and sign o$ is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special inspection is required for the following items: ( Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). [ ]Structural Masonry [ 11-iigh Strength Bolting [ ] Welding Bolts installed in Concrete � 100 )L �'� [Other: VAoAwa x a Y e -,w6 & l VA hO r-, December 1996 j4 pp l l ed Tes+Irxj 4.0 0 i _ : ; . ' _ . ► _ �__ Environmental Health 2001 Chico, CA i d x i , ! _ ' 22 ' � � � 73�• ll�•o l s E,nvsr;�m11:: � eac h ------ --- — ` KEN BROWN CONSTRUCTION Skyway `� -- Mailing Address P. O. Box 708 1-11--Magalia, CA 95954 i Ph. (530) 873-1215 0 CD VN = y� P030 . KEN BROWN CONSTRUCTION 14559 Skyway Mailing Address P. O. Box 708 Magalia, CA 95954 Ph. 30 73-1215 I . Engineer or Architect shall identify on the plans when special inspection is required per Section 1701 of the Uniform Building Code, list the type of special inspection required and any special requirements for testing. 2. Plan check engineer will attach the "Special Inspection Note" form to the plans indicating which items will require special inspection. 3. Plan check engineer will notify applicant and list on the data sheet that approval of the special inspector is required prior to issuance of the building permit. 4. A preconstruction conference may be required by the Plan Check Engineer to review special inspection requirement;. and procedures. 5. The special inspector shall be employed by the owner, architect or engineer of record, but not by the contractor. 6. Prior to our approval of a special inspector, a resume and other information may be requested to verify the qualifications and certification of the special inspector. 7. Special inspectors shall submit reports to the Building Division stating that all items requiring special inspection and testing were fulfilled. Final report is to be submitted and approved prior to final inspection of building. In addition to the inspections required by the Uniform Building Code Section 108, a Special Inspection is required in this building in accordance with the Uniform Building Code Section 1701. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design drawings ane specifications. 2. The special inspector shall fu mish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the propel design authority and to the building official: 3. The special inspector shall submit a final signed report to the Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Building Division called inspections cannot be delegated to him, sc inspections must also be made by Butte County. 5. Any change in special inspection firms made after permit issuance shall be approved by the Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. Count% inspection approval and sign o$ is not to be construed as authorization to proceed with work which obscures, covers ol otherwise prevents proper special inspection. Special inspection is required for the following items: f Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). ( ]Structural Masonry [ 1High Strength Bolting ( ]Welding ( -Bolts installed in Concrete Other: r �u �C�� December 1996 n �( 4.1. COUNTY OF BUTTE ;•OEijl TME,%T OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF 61 E - DETACHED ACCESSORY BUILDING PN: ONE: BUILDING PMT. 0 ���-��o �O7 /P— L_�� 1 OWNER: 22, C-- _ .- ..-- - _ ... PHONE: s ! - .6' MAIL ADDRESS: �� f {I— v�tlJei� Ms f— v SITE ADDRESS: ,Qi PROPOSED USE: PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (2-18) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION #) GENERAL INFORMATION: 1. Is there a primary dwelling on,the property?., , pr -u p v� ' 2. Is thefs a beady built, under construction, or under notice of code violation? 3. Will items produced in this building be offered for sale? 4. Will the public have access to this building? 5. Will any advertising, on. or off site, be associated with the use of this building? 6. Will this building be occupied at any time as a sleeping quarters? 7. Will this building be occupied at any time as an eating area? 8. Will this building be occupied at any time as a cooking area? 9. Will this building be occupied at any time as a living area? SITE CONDITIONS: Yes: ' ✓ 'No:' Yes: No:' Yes:. No: ' Yes: Yes: No:: No: ✓ Yes: No: ;I/. Yes: No: ' "= Yes: No: ✓ Yes: No: ✓ , Yes: No: ✓ 10. Is the structure foundation within T of septic tank or 10' of leach lines? Yes: No: ✓ 11. Is any portion of the proposed structure located closer than 20' to your front property line? Yes: No: ✓ 12. Do you plan to add a driveway or modify ebsbng access to a county maintained road? Yes: No: ✓ 13. Will the proposed structure encroach within any recorded easement? Yes: No: ✓ CONSTRUCTION FEATURES: 14. Will this building have.insulated floor, walls, or ceiling? 15. Will this building be heated or cooled? 16. Will this building have a water closetttoilet? 17. Will this building have a sink? 18.. Will this building have a water heater? 19. What type of floor covering will the building have? 20. What type of wall covering will the building have? Yes: . No: Y� Yes: No: Yes: No: ✓ Yes: No: ✓ Yes: No: ^� I <I -ja y ADDITIONAL INFORMATION: • i � I hearby affirm under penalty of perjury the above infromation is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when offered for sale. OWNER'S SIGNATOR DATE OWNER'S SIGNATURE DATE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: _ Ut AGCFn.weZ y . pyMrnggg 7/29/01 BUILDING DEPT. KEN BROWN CONSTRUCTION OROVILLE POB 708, MAGALIA, 95954 14559 SKYWAY, MAGALIA 873-1215 LIC #: 439430-B LIAB: ZURICH INS r M000917690-001-00001'' W.C.: FARMERS INS. O1KR-0024-298 ATTN: PLAN CHECKER RE: ADDING 2ND STORY TO EXISTING GARAGE PER ATTACHED PLANS. I INTEND TO REMOVE THE EXISTING SHINGLES AND ROOF SHEATHING AND SAVE THE EXISTING ENGINEERED TRUSSES. INSTALL 2X12 FLOOR JOISTS, 3/4" SUB -FLOOR, 2X4 WALLS AND REINSTALL THE TRUSSES. THEN OSB ROOF SHEATHING AND COMPOSTION SHINGLES. 36" WIDE STAIRS TO GO UP THE INSIDE AS DRAWN WITH 10" TREADS AND 7" RISERS, 36" LANDING,AND 3 STEPS TO THE 2ND FLOOR. WILL HAVE A DOOR AT THE TOP OF THE STAIRS I IND TO PUT A BATHROOM WITH SHOWER AS DRAWN AT THE 2ND FLOOROULD LIKE TO RUN THE 3" ABS; DRAIN THE EAST SIDE OF GARAGE AND INTO OUND, THEN NORTH TO O THE SEPTIC TANK. T GARAGE IS BUILT RIGHT AT THE ST SIDE PROPER FOOT -BACK LINE. WILL THIS CAUSE A PROBLEM W HE 3" DRAIN LINE B PLACED ADJACENT THE FO ION AND LIKELY IN THE SET BACK?? OTHER THAN THE ABOVE QUESTION, THE ADDITION IS PRETTY STRAIGHT FORWARD. BASIC ELECTRICAL AND A DEDICATED 110 ELECTRICAL SERVICE FOR SMALL INSTANT HOT WATER HEATER, NO MECHANICAL, R-11 AND FLOOR AND WALLS, AND R-19 AT THE CEILING. DOWNSTAIRS TO BE SHEET ROCKED AND FIRE TAPED WITH 5/8" MATERIAL AND THE UPSTAIRS TO HAVE 1/2" SHEET ROCK. THE FRONT THE 2 WILL HAVE A 6/0 BY 6/8 SLIDING GLASS D ICH E BLOCKED OFF ON THE INSIDE USING 2 S SECURE.D TO THEWALL A " AND 36" OFF THE KEN BROWN MICHAEL MOONEY CIVIL ENGINEER RCE 20647 Job Number 101-08-149 Job Name Oteri/Brown Assessor Parcel No. 66=19-07 Date 8/1/01 Analysis UBC 1997 8.5 psf. Dead Loads Live loads' �- Roof 2-5 - Comp 6.0 1/2" O.S.B. 1.5 ' Framing 5.0 Insulation 1.0 1/2" Gyp 2_5 P = Ce Cq q 15.0 psf. 20 psf. Wall Siding 2.5 Framing 2.5 1/2 gyp 2.5 Insulation 1.0 8.5 psf. Page y Floor W r m 3/4" Plywood 2.5� 0924 Joists 8.0 Insulation 1.0�9rFo�CIVIL OP��P 1/211 Gyp 2-5 - CA�tiF 14.0 psf. Lateral loads Wind P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq = 0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5C8IW/1.4R Q 0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. L, AMtLys/3 �� WAu, ��, Pte.=.o.�?(..8-r..s�z)�,l��,y�s)C�� _- z78 - . -- . ----l✓H:a��:=;�zz�-�G?)�(iz)��_5) .=..�(�/8g . . = 1L Wf �= (2 7-)(11 33gg.. 41( U.jrr fh-3v-L, t - Sas / y !fT i✓j ed- coMA-fo of Ttl/5 .Tt:84.� ;RrtQU(1�iS ..��� �yiNIMvM S/^�Gl.� M�hli�� til pt-AOG-L., I s pa of ?"t-: Z, Eyc ts7/^JG l 7V1,;4-- FA-f4QzRS. �X '7"1CA - -� BotTS P� . Foo7,�o t �, : 3 . j,� i-� z3 -. l � - % - � �.a • g:'s G� : sc� AccowQse�e., _.ems ��ce, /Y . toWff-K k1-1LL F�oc�� vPPth WALL, 8_5XB'Xg.S,/7�2)�/yl(4�(8X8.5)t(z_s)(I(�'js) l J K' Al 5�K 3 AS 13 R rv'McaC• C-!'1or�! -1 CP „v 1,pr/U5�l,7(w 5� 07, .-�-�j-�'318� �� ���y�... �d� .��,;L-�b�d�.:�•78'G''��r, y '.`�� � � �39y�-�N-�rv�s `t�� . S91 59h9 -_ '� i � �aw�w `tel-L�'✓t ro/ ,�19�! 1.-� o�� S'� } i3ly bzl Q31 QQ n-►� �`7�► �'� ' Mqi` <7-7w 1?gv -7 N1/M N �cf'�G' , �c v�yf v'g ► t rnW�rin� vto14 Q3oo�rN� . - r es na-z z tzfPv �s17 ANCHOR OR SYSTEMS — SET/ET/AT EPDXI HIGH S SRENGTH Request our Anchor Systems Catalog for complete Information. Simpson Strong -Tie now offers two types of high-strength adhesive anchoring cartridga systems. Epoxy -Tie adhesives'are two -component, low -odor, 1:1 ratio, 100% solids epoxy based adhesives. Simpson's new Acrylic -Tie is a two -component, 10:1 ratio, acrylic based adhesive. Acrylic -Tie's innovative chemistry allows easy - dispensing, cure at temperatures down to 0° F, as well as fast cure at temperatures at or above 40°F. Both systems feature simultaneous dispensing of resin and hardener/initiator through a static mixing nozzle. APPLICATION: • Surfaces to receive adhesive should be clean. • Adhesives should not be installed in or through standing water. • For dependable results, Acrylic -Tie should be applied to dry surfaces. • For epoxy products, the base material temperature must be 40° F or above at the time of application. For best results the adhesive should be 70-80° F at the time of application. • For Acrylic -Tie the base material must be W or above at the time of installation. • To warm cold epoxy cartridges before use, place them in a uniformly heated area for a sufficient time to allow epoxy to warm completely. Do not immerse the cartridges in water to facilitate warming. • Mixed epoxy material in the nozzle can harden in 7-111 minutes at 40° F. Mixed acrylic material can harden in the nozzle in 5-7 minutes. . INSTALLATION (Epoxy -Tie and Acrylic -Tie): • Drill hole to specified diameter and depth. • Remove dust from the hole with oil -free compressed air. Clean with nylon brush and blow out remaining dust. Dust left in the hole will reduce the adhesive's holding capacity. • Before using, dispense a bead of adhesive off to the side to check for proper mixing, indicated by a uniform gray color. Fill hole halfway, starting from the bottom of the hole to avoid air pockets. Withdraw nozzle as hole fills up. • Anchors must be clean and oil -free. Insert anchor, turning slowly until the anchor hits the bottom of the hole. Do not disturb while setting. CODES: • ICB0 ER -5279 (SET); ER -4945 (ET); City of L.A. RR 25279 (SET); RR 25185 and RR 25120 (ET); SBCCI 9706 (SET); 94145 (ET); Dade Co., FL. 96-0730.04 (SET &ET); AT code reports pending. Loads in Solid Concrete Cure Time Sill Plate Shear Loads Based on Concrete Strength °'• Conirele Temp:: 80 F 100' F '; '...c-.. F 25- F 40' F 60' F[25 - x.' : "•`c: .``.I AT 24 hrs 8 hrs 4 hrs 1 hr min 20 min SET: z, c — ='' 72 his 24'hrs 20 his 16 li s ET I — —]12 his 24 hrs 24 hrs 12 his Sill Plate Shear Loads Based on Concrete Strength °'• Y;); -•t_ ;: - "' :-'' Allow.-, Stud• Drill'Avg.1111 Miri : 'Edge End' Edge Shear` :Dia Bit Embed -Dist :; Dish Shear : Load:- t Disl Dia rc z2000 psi — — : Load ' f'c>. ,Dist Load 100 (133 SET s/e 2000 psi 'A Parallel to Plate 1/2 s/a 41/4 13/4 ' 8'/z 8496 ' 2125- 5/6 3/4 - 5 13/4 10 1 8857 r2215 I. The allowable load for the anchor will be the lesser of the wood bearing capacity or concrete strength: Tension Loads for Threaded Rod Anchor; Concrete Foundation Stemwall Installation SIMPSON S�aigtlYe` AX ::,; -•.r Drill rAT._; Drill Bit `Dla ; Min :<.,, Min : ; Min .Avg:. -Allowable. Stud Bit Min' Wall Edge End �; UIt ` Tension Load Dia Dia Embed .; Thick• 13/4 1900 475 Disl ension rc z2000 psi — — .• ness ,Dist Load 100 (133 SET s/e 1 3/. 1 10 1 6 1 13/4 5 1230001 5750 7665 7/8 1 1 15 8 13/i 5 33600 8400 11200 ET 5/e 3/4 9'' 6 134 5 110720 2680 3565 6 13a 5 16160 4040 5375 8 13/a 5 17000 4250UMT 7/3 11 15'/z 1 8 1 134 1 5 123340 5835 776 Rod Dia In:: " E T/SET Drill : Bit;;, ;Dia; rAT._; Drill Bit `Dla ; _ :Tension Load hosed on Bond Strength `-�`'';:��;"��� Embed rc 2 2000 psi concrete :.0 '?..;,:: Load based on Steel";`. Strength A307 (SAE Depth SET ;, in. = = <,' ET :. -^ =' AT 4, " Shear ;. Tension Ultimale Allowable Ihs. Ibs: _' Ultimate lbs:'; Allowable Ibs: - :: Ultimate lbs:: Allowable lbs: "' : Allowable :lbs: Allowable 3/e 1/z 7/ie 13/4 1900 475 — — — — — 2105 21h — 1365 3'/z 10200 2550 8776 2195 8937 -2235 1085 _ •'1 � - .21/a i7216 1805: — - — - r .kik .: •: �. -_ `•3750- 257 5: - 3500 = 41/4 - 177 4 00 ::.4 25 .� ��15368 ' . 3840.": 16668 ='4165 :' .:1930 : 5/3 3/4 1t/16 21/2 6780 1695 — —. — — — 5875 3'/z — 3690 41/2 — 5185 5 26700 1 6680 22876 5720 3025 5'/z — 26025 6505 3/a 7/s t1�3'i4`s = a'` - 15456i3865".335z- .;; .11:_, :r• ; za f =K .- 84 60841/ ' :53 '8550 6/4 9540'? ' -- 63/4, 42100 10525 35460 8865 ;' 37616 1, 9405 • 4360 = :: 7/a1 1 31/a 19120 4780 — — — — — 11500 5 — 6960 6'/a — 9380 7 10840 73'4 49160 12290 43596 10900 42848 10710 5925 20076 5020 c ; 15025 :c 7795 10570 :12795 ' 9 `• 60060:15015 47332 11835: 60504 :1512, 7740: 1. Allowable loads are based on a safety factor of 4. 2. Allowable load is the lesser of the load based on bond strength or steel strength. 3. Allowable loads can be increased 33% for earthquake or wind loading, no further increase allowed. 4. The anchors cannot be used to resist pullout forces in overhead and wall installations, unless proper consideration is given to fire conditions. 32 5. Reference Simpson Anchor Systems catalog for spacing and edge distance requirements. Edge and end distances for threaded rod in concrete stemwall corner installation j:'�S l fir -ro; - : rt• "1 SET PAG; ET �fiw• ,-rose . 8,13 & 30 oz SET-PACn AT 10 oz. Fez �-'�TL = Si✓cR=� F�•�= s..(., T� p AG.�`j"F� / S A^-�G�� _ /k-,�r��Oz� .S�cl ��. r io `�!�� %�0ti �I;:F•;(i�^rG1 To i��� PGCT�. I3 f` 7--P r- F,'. -rte TPR-1ti1,,v�, - �/Sc7 /37 (z�6•G- P.�_ ,4 -35��� RAC Z3 o %' f,EAP, pi.Nc-L "Y J Race LONGFELLow LUMBER CO. INC. • Quality Truss Design ■ Roof & Floor Systems" 89 Loren Avenue 4 Chico, CA 95928-7434 (916) 893-0112 .FAX (916) 893-0140 Customer: �oRr��[E — �tu�,e Job No: _ Address: ©TEzia • u . f?79/ .4Nc�a/6.� •, iytAG.o-ate AP#: = 1 Alpine Engineered Products, Inc. Christian Chappel 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 y Portland, OR 97220. 4 '(503) 2540204 LONGFELLOW LUMBER CO. Il Quality Truss Design • Roof & Floor Sy 89 Loren Avenue Chico, CA 95928-7434 (916)893-0112 • FAX (916)893-0140 (800)678-0112 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend that sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia. board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend that a sub - fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional infnrm?tion. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. .1 - 1 it . I . -- -I 'JOB: IrC I ONn--rt I tNZIL11V IIL/HCJT / I7 GC [TOP CHORD 2x4FL Y1 SOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. �T Ti m —L =15 111&0 uRO. rf1Cr—Qu F11— 1.u1•Iru1C11 111rV1 11UMY0 R, U-111 U-1 n TOP CHORD TO BE BRACEOiBY PROPERLY ATTACHED PURLINS @24.00" OC.n c CONNECTOR PLATES MUST BE INSTALLED IN ACCOROANCL,••WITH THE N REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. n A 10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. v A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. a MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. w w 0 Ln r 0 R=1150# W=3"8 11-0-0 _I_ 11-0-0 _a2, —22' OVER 2 SUPPORTS R=i15O# W=3"B BUTTE o0tIM1Y BUILOM OWARiM19 APPRO�lED PLi. IYP.- ALPINE DESIGN CHit UBC CA U - - r Nev If.11 bL:ALt o U.e-DUU L7 C� C� C� [� I [� 1E*IMPORTANTiEIE"10I'IF E11G"IEEnEO PRUIxI rS, llr, WARNING,"' sE9 fE0U1nE EXIREFE C411F QQ,Of , c� �l! TC LL 30.0 PSF REF R427--81763 [_ATRUSS SHALL (WI BE RESPMISIBLE FOR All( ]II INIDL1110. ERECT1011 AIID �� 1 OEVIAIIOII FROM THIS DESIGII On HESE SPECIFICAr10115. OR All( BnACIIIG. SEE HIB -91 B( IPI. SEE IVIS DESIGII '`' (^�. EyTC DL 10.0 PSF DATE 12/06/93 FAILURE TO BUILD INE TRUSS 111 COIFORNAIICE 111111 OSTBB BY TPI. F011 (.°D111011AL SPECIAL PEMMAIIEIII BRACING RE \ .O DL 5.0 pSF 34U$1U ORW f�ALP11E CaIlEC10R5 ARE NAGE Oi 20GA GAIV. STEEL IiEErIID ASIN A446 B EXCEPT AS (DIED. APPLY COI0ECrOnS 10 EACH FACE OF 0111fEME1115. 1114ESS nIIERNiSE IIDICAIED,TOP CIDRD SHALL BE LATERALLY BRACED 111111 PROPE .BC CAUSR427 _ Ga 11C04jBi5 r BC LL D,O pSF CA-ENGo TRUSS AID UIILESS OIIEnWISE LOCAIEO 011 THIS OESIGH.*POSIT 1011 PER 1604-F. OESIGH SIAIIDAROS LY Ar1ACIlED PLYWOOD S1ffATII➢a. BOTTOM CIDRDCWIIECIORS WITH PROPERLY ATTACHED RIGID CEILIID -- SEE '"'(1• G30yj DRAWIIDS 130, 150 C TOT. LD. 45.0 PSFLOIIFOrW N.'APPLICABLE PROVISIOIIS OF IDS C IPI All EIIGIIEER•S ALPIIE 1ECIYIICAL UPDATE 11/1/911 FOR PROPER `r/' l CI C-7 O Q O� O SEAL BIT IVIS OnAW11D APPLIES 10 IrE. L01O'OIIEIII OEP ICLEO HERE IH n1A.Y, AIG SIIALL 1101 BE PELTED w0H 111 Allf OILER WLY. Un/W4lL AP(L 1[011011. FUIVIISI 4 COP( OF 11115 UESIGII 10 IIE TRUSS EnECIHWI COIIIPA:TonT 51•ECIFICAl1011 FOR 11900 F.HI15InIIC11011 'fC Of CAllloP DDR' FAc • SPACING i 15 24.0 —IPI - IIYISS PIAIE IIISIIIUIE. IRIS • 1991 IIAIIUIIAL DESIGII tz 4 or treater c ►� � r fit i' 'K l '- Top chrros that are latera% braced can buck le togethsarsf cause collapse ff lhereisno diago- {� aabrvcltg. Diagonal lucdngsf.oOdbenailed Eo+he un,leraide of the tep chord when purlins arms attached to the topskb of tie top chord Up to 32' 1 4/12 1 8'1 20 1 15 Over 32'- 48' 1 4/12 6' 1 10 1 7 Over 48'- 60' 1 4/12 15'1 6 1 4 Over 60' 1 See a registkered professional engineer DF - Douglas =ir-Larch SP - Southern Pine HF - Hem -Fir. SPF - Spruce-Pine-Fi Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. 10' or Greater c Attachment Required r•5 ,z WARNING: Failure tofe•l ow'illhese recommendations could result in A - Frame:3 12 -� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Up to 32' 1 4/12 15' 20 1 E Over 32'- 48' 4/12 1 15' 1 10 1 7 Over 48'- 60' 4/12 1 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir O p � A o L 15 -- All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A �\ doss bracing repeated �o�\ at each end of the � ^Gss 130 \� buiilding and at 20' s� \ \ Intervals. 90 \ ,a -10Permanent GSSP moo. s continuous lateral bracing PC.- as �as specified by the truss engineering. Frame 4 A �• e M O o lAWARNING: :)_ not attach cables:, chains, or iooks to,the wet• members., /610' 6000* ess or less\, TagApproximately Approxirr•a_ely Tag 'LI ie '/_ truss length �/� truss length N Line Truss spans. I_ss than 30'. a Spraader Bar Toe In Toe In 1AWARN MIG: Do not Ifl single trusses with spans greate - th _= n 30' by tie peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building S---on;back/ Sp-eaderBar / . k - designer s framing plan and held with ly Apo�Dximately the lifting device until the ends of the Apar ruse l ng +/z to V truss length truss are securely fastened and tempo- ` '/+ �'/+truss length rary bracing is installed. G, eater than 60' II Less thaw � equal to 60' Tag Lne Tag ! ?- Line Spreader Bar Sa ongback/ -10, to,, " SpreaderBav Toe ToeIn In —1� At or above _�_== �1/ ` ` U U `�✓�y mid-heig" proximately ti Approximately I 1/I -russ length -_ r- '/she al truss length ;. y i Less than ��r equal to 60' \ Line LTag ire Greater than 60' a CAUTICM Temporary braci-mg shown in this summary sheet is adequate fcr the Installation of ° e trusses. -.rith similar config:rations. Consult a registered professional engiieer Ifaa di'ferent bracing sr angement is desired. The engineer may design bracing in accordance with TPI's Recofninended Desirarl Specification for Temporary Bracing a Afetal Plate Connected WoodA t Trusses, DSB-89, and hk some cases determine that a wider spacing is possible. � a GROUND 3 BiA NG BUILD,NGiTERIOR GROUC BRACINGUILDINGEk ERIGR:: Typical hcrizontal tie member with multiple stakes (HT) Frame 2 ° Prues of braced cup of truesee (EB) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir e L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL : Continuous CHORD TRUSS, Top Chord Lateral Brad T.OP CHORD ' Top chorda that are laterally braced can buckle TOP CHORD DIAGONAL BRACE togetherand cause collapse if there is no diago- MINIMUM LATERAL f3RACE SPACING (DBS - ;SPAN€ DEPTH SPACING(LBs) #trusses to the underside of the top chord when purlins S'PlDF HF Up to 32' 30" 8' 16. 10 Over 32' - 48' 42" 6' 6 4 Over 48'- 601 48" 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir e L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL : Continuous CHORD TRUSS, Top Chord Lateral Brad Required Top chorda that are laterally braced can buckle togetherand cause collapse if there is no diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Attachmer Required 10 0Tr 20'(DQs) 15e� SPyHF� 2 o•c• 1 keys ° All lateral g2 0 braces lapped ° a at least two ° ° trusses. ° =450 End diagonals are essential for stability and must be duplicated on' both ends of the truss system. _\ WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle Aogetherand cause collapse if there is no diago- nalbracing. Diagonal bracing should be nailed tot. -ie underside of the top chord when purlins are attached to the topside of the top chord. 30° or greater Continuous Top Chord Lateral Brace Required I 10° or Greater Attachment 15 Required 1�,0s1 30'(pQ ti 15 1g Trusses �S) lVlo 2 O.C. + 3Y2° v Trusses must have lum- ber oriented in the Kori - All lateral° zontal direction to use braces lapped this brace spacing. at least two trusses. 450 ° End diagonals are esseQtial for stability and must be duplicated on " both ends of the truss system. ° Frame 5 " Diagonal brace \ + also required on er-d verticals I .op chords that are laterrlly braced can Suckle :ogeAerancleause co9apse if there is nodiago- ° ' nal b, acing. Diagonal Dr.°cing should benailed ° to tha underside of the top chord when ourline a 2q' are attached to the topsrde of the top carord. 1� ° �� $ M. NC'TRFJ ° 12 .—i3 or 9 greater f °Q AJ. lateral braces lapped st'least 2 tmt sses. Contirvous Top Cnord Latera: Brace -� Requi -ed 1 C" or Great • AftachmerR Required = WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. - 1 I I r r.1SS I Depth Dein) l 12" 1 Up o 24' 1 3[12 1 8' 17 12 2' y Over 24' - 4c 3tl 2 1 7' 10 6 4' 60" Darer 42'- 5c' 1 3•'1-2 1 6 6 4 6' 84" —v3 -r54' See a registered professional engineer 96"[:2" IT - Do-igias •Fir-Larz-F SP - 3outhern Pine v t HE: - Hem -Fir SPF - Spruce -Pine -Fir ryo oO� I wry " Diagonal brace \ + also required on er-d verticals I .op chords that are laterrlly braced can Suckle :ogeAerancleause co9apse if there is nodiago- ° ' nal b, acing. Diagonal Dr.°cing should benailed ° to tha underside of the top chord when ourline a 2q' are attached to the topsrde of the top carord. 1� ° �� $ M. NC'TRFJ ° 12 .—i3 or 9 greater f °Q AJ. lateral braces lapped st'least 2 tmt sses. Contirvous Top Cnord Latera: Brace -� Requi -ed 1 C" or Great • AftachmerR Required = WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. - 1 I I r r.1SS I Depth Dein) l 12" 1 1/4" 1' 24" 12" 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3Z4" 7' 96"[:2" 2" 8' 108" 9' ° L(in) ::::::::..... ±1/4" Lesser of ! D/50 or 2" Maxi mum 0 plumb Mispracement Line L(In) 'U200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' 'C'.IJT-OF-PLLIMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no clicumstances should .�. WARNING: Do not cut trusses.® constructionnloadaofanydescriFtionbepla�ed on unbraced trusses. 1 Frame 6 � 200"1" 16.7' 250'°1-1 /4° 20.8' 300"11-1/2' 25.0' 'C'.IJT-OF-PLLIMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no clicumstances should .�. WARNING: Do not cut trusses.® constructionnloadaofanydescriFtionbepla�ed on unbraced trusses. 1 Frame 6 � This safety alert symbo' is used to attract your 4Aattention! PERSONALSAFETYISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. JACAUTION: A CAUTION dentifies safe operating - practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summar Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° itis the responsibility of the installer (builder, build w contractorr, licensed contractor, erector or erectioncontractor) properlyreceive, unload, store, handle. install and brace meta: plate connected wood trusses to protest life and pmperty. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architects or Engineer's design specification for handling, :nstalling and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder„buildingcontractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91” from the Truss Plate Institute. DANGER: A ,DANGER designates a condition where failure to follow instructions or heed wan- ing will most likely result in seriot.s personal injury or death or damage to structures. WARNING: A WARNING descrices a condition where failure to follow instructions could resultin severe personF l injuryor damage tc structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or iestalfer. Thus, the Truss Plate Institute, Inc. expressly disclain-s any responsibiRy for damages arising from the use, application or reliance on the recommendations and information contained herein bybuilding designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or ary part thereof must not be reproduced in any form wtihout written permission of the publisher. Ffinted in the United States of America. CAUTION: All temporary bracing should bencless than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2.16d mails. Ail trusses assumed V on -center or less-A:I -.rult;-ply trusses should be connected toget,:er in accor- dance with design drawings prior to installation. z,TRUSS"STORAGE CAUTION: Trusses should not be iAunloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be SUPported on blocking to prevent excessive lateral bending and lessen moisture gait. WARNING: Do not break banding until installation begins. Care should be exercisel in banding re- moval to avoid shifting of individual trusses. ACAUTION: Trusses stored vertically s. owk be braced to prevent toppling or It pping. AWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. I [�A Frames 1 DANGER: Do not store bundles upright unless properly braced. Do not break Bands until bu -Idles 4 are placed in a stable horizontal position. DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly bited. RESIDENTIAL_ 066 190-007, _. PERMIT#95 "13961-1 OTERI, Robert ,& Pauline r - Andover. St g4 . , Ma alfa' " Cont; �[ Executive Homes Open Decks &Garage 91= 039 + 999 q6 t n , JOB FINALED (Date) Signature J=OK O = Not OK = Not Applicable = Not Ready MOBILE HOMES } 4 Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECW, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s oning Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fr. g; Sils-Anchors-Studs-Rftrs-Trusses 9 iding; Nailing -Veneer -Stucco -Mesh 1. oof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date /t Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓=OK O = Not OK =Not Applicable ' = Not Ready RESIDENTIAL �( Date UNDERFLOOR (Plans) OK except If's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage: Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except fr's 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection -------------------- - ----------------- --- -- 19. Shower Pan; Test. First Floor -Tub Access ----- - -- 20. Test Tub & Shower. Second Floor -Tub Access ----------------------------------------- 21. Gas Pipe: Size & Anchors ---------- --- ----------- ----- --- --------------------------------. Date Card B-1 Date Card B-1 -------------------------------- ------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK exceptg's 22. Fixture & Transformer Clearance -Ins. Protection ------------------------------------------------ ----------------- -- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ---------- -------------------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled ---------------------------- --------- ----------- -------------- 25. Romex Installed Close to Edge of Studs & C.J. ---------- -------------------------------------------------------------- 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water -------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI --------------------------------------- ----------------- 28. Subfeed Wire Size i ga. Cu or AI-A.C. Wire Sizer ! ga Cu or At ----------------------------------------------------------------------- ---- 29. Range Circ / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ----------- -------------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ------------------------------ ------------- ... 31. Equip Clearances Panels-Motors-Mech. Equip. ---------------------------------------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ---------- -------------------------------------- -- - ----- --------------- - -- ----- 33. Smoke Detector ---------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 - -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ft's 34. A.C. Ducts Insulation & Support ----------- -------------------------------------------------------------------- 35. Vent Fan: Exhaust above insulation ------------------------------------------------------------- 36. Condensate Drain & Overflow: Size & Grade --------------------------------------------------- ------- - ---- ---- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet -- ---- ----- - -- -- --------------------------------------- 38. -----------------------------------38. Attic Access & Platform if Furnance in Attic ------------------------------------------ ---- ------------------------------- Date Card B-1Date Card B' 1 -------------------------------------------------------------- ---------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ft's 39. Sils. Proper Material & Anchors ------ ------------------------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing - - -- - -------------- ----------- ------------- 42. Draft Stop in Walls (rat proof) ------- ---------------------------------------------------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub - -------------------------------------- 44. Headers & Beam -Size & Bearing 'ingle &,Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. -Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic ---------- ------------- 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -------------- ------ -----------Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ff's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector - --------------------------- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ----------- ------------------- 64. Bedroom Exiting --- ------------------------- ------------- -- --- 65. G.F.I. & Bath Fixtures & Tub Access -Spa _ 66. Elec. Trim & Subp_anel: Breaker Sizes & Labels 67. Stairs & Rails -------------------------- ------------ - 68. Fireplace or Stove: Clearances -Hearth ---------- --------------------- - ----- ___ - 69. Elec. Outlets at Wood Panel: Int. & Ext. -------------------------- 70. Kit.Fixt & Appliance: Grnd -Air Gap -Cooking Clearance ----------------------------- ---------- - i 1. Elec. Outlets & Receptacles at Kit. Counter 72. Garage -Fire Door: Swing- Land ing-Closer 73. A.C. Duct in -Gara a -Damper ------------------------------------------ - 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection ---------------------------------------- - 75. Plb.. Elec. &Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection 7`. Insulation -Foam -Looked in Attic ❑ Yes ----------------------------------------- - 78.- Guard Rails & Deck Construction -Post Caps ------------------------------------- --- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No 81_ Stucco: Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings ------------------- --- ------------ 84. Water Well: Disconnect, Electrical, Plumbing - - - ------------------------ ----- -85.1,-Exterior-Elec.-Trim-:--G.F.I. Receptacle -Underground 86. Ventilation Throughout House .. - - - - - - - - - -- - - - - - ------ ----------- ------------- 87. Glass Protection ......----------------------------------- 88. - - -------------------- 88. Corrections from Previous Inspections - -- --------------------- --------------------- 89. Gas Test -Meters Tagged; Gas -Electric ------------------------------------------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates --------------------------- ------------------ --- Date Card B-1 Date Card B-1 --------------------------------------------- -- - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 55965 -Telephone (916) 538-754b PERMIT NO. APPLICAtION AND PERMIT ASSESSOR PARCEL NUMBER 066-190-007 ZOIJING 0--) BUILDING PERMIT OWNER ROBERT AND PAULINE OTERI (403) ONE 262-6318 SO. Fr,. OCC. BUILDING VALUATION �OB� fes, od OWNERS MAILING ADDRESS1601 YELL014STOiNTE AVE MILPITAS, 950305 0ov— CONTRACTOR'S NAME EXECUTIVE HOMES TELEPHONE -, ♦ / L/ „I ♦O CONTRACTORS MAILING ADDRESS 3042 ESPLANADE CHIM, 95996 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation I$ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee 19 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Mlk� Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty BUILDINGADDRESS ANDOVER ST PERMITFEE $ 4f;-6& MA PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LATN7 _ALIA I SUBDIVISIONS NAME MI_MAp f 5 !/.V•_/ly Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome EK Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New)R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Mobile Home ISI GI W 920.0011 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:00 44 Main ServiceEOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A To 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. // License Class 6 Lic. No. � D s—L_?� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADDNS. ( 8 ACC. BLDS. ) s0. 3.50 FT. NEW CONST.MULTI-OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS 8 SINGLE OUTLET CIR. / Ex. Occup. (OUTLET OR FIXTURES) sAL 2e 0 1.1x1 PLNS.OR ) 5.00 Ex. Occup. (oFIXED . Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ ? Contractor 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 of the Labor Code, fol the performance of work for which this permit is issued. My workers' compen t' n Insurance carrier and policy number are: Carrier 11 �jj�,e_d MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to 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 corfiply with those provisions. L e, y f �� -X�-- _ "' Ow= Date � _ Signa a of4Applicent - ❑Owner Contractor O Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct* n of structures over 3 stories in height. > Mobile Home Installation Fee $ Energy Inspection Fee is occ CONST. TYPE TOTAL FEE $ HAZ. D. FES6 i IM - FL cDF PD HD s This permit is hereby issued under the applicable provisions of the B e County Code and/or Resolutions to do work indic ed ov for ich fees have been aid. p � Q'Date Q p 19MITEXPIRESON_ V' � (Date) Receipt No. 180335/ 1,73.6e �� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSP C OR GOLDENROD -APPLICANT " v DATE: PERMIT #: x' - "ASSESSOR PARCEL #: - .. OWNER'S NAME: FEES (Amount and Purpose): REVISED PLAN CHECK: $ BALANCE OF FEES: $ ADDITIONAL FEES: $ REINSPECTION FEE: $ SHERIFF FEE: $ ' ry CUA FEE: $ TUA FEE: $ CSA 87 TRAFFIC FEE: $ 2500.00 WATER TENDER FEE: $ 200.00 BATTALION # THERM DRAINAGE FEE $ IF BALANCE OF FEES OR ADDITIONAL VALUATION: VALUATION: $ ADDITIONAL VAL: $ ' (Check One) COUNTY CITY OF BIGGS (Check One) RESIDENTIAL COMMERCIAL i ..RECEIPT NUMBER: COUNTYOF BUTTE - DEPARTMENTOF DEVELOP,MENT,SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER A. P. No. Proposed Building Use ds=a& Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 se).k, signed by preparer of plans . .......................... 3. Complete plans, 3/ sets, signed by preparer of plans. . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data a d manufacturer's ins�llation instructions, 2 sets. ........... 10. Fees of $Opl,................................. . 11. Impact fees as shown on attached schedule. ..... . 1 California Department of Forestry plan approval/fees.-A4-. !! f't7 . . ........ . Flood elevation letter (100 year flood by California Engineer. .. /j/f, _ . Q.� 4 Sanitation and plot plan approval )i � Health Department. .t�'''f 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ...Pre-I�sp*ectioA �equest 20. Pre -inspection for required. . to Building Inspector. (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... xisting violations/expired permits . ...................................... Iancheck list . ..................................................... 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone d'!� 1059 and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prio 1. Index permit for above items No. 2. Additional items requ� -.-- I Contrdd'tor, d gner, owner, was advised of above required data by -9-one Contra r, designer, owner was advised of above required data by _ phone v Plans checked by g)% Date 727-95 Plans approved by _ -sets of plans on hold in File cabinet ✓ AP folder Copy - Department of Public Works checked above). I #1U, nter by Date /v•Z9 1 IIlster by Date -3^ l - Date 9-3 330 4P 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 Telephone (916) 538-7541 APPLICATtON AND PERMIT PERMIT NO. AS SESSOR PARCEL NUMBER m"ING BUILDING PERMIT OWNER - TELEPHONE SO. FT. OCC. BUILDING VALUATION (OnD QO . OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIPIOWN Total Valuation twilip Filing Fee 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ ARCHRECT OR ENGINEER UCENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHRECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS PERMITFEE $ PLUMBINGPERMIT Fling Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Mobile Home SG W @20.00 :d PERMITFEE _ Contractor ELECTRICAL PERMIT Filing Fee 20:00 Main Service / e00V OR LESS 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ( a ACC. BLDS. ) SO. 3.5¢ FT. CNS. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (a SINGLE OUTLET CIR. ) EX. Occup. ( OUTLET OR FDCTURES ) 20 Q 1.00 SAL 0 .50 Ex. Occup. (OFIXEEDTS PLNS..ORR.A.) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to 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 comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ occ CONST. TYPE V/_/a TOTAL FEE $� � � HAZ. 1 O. FEES I IMP I FLOOD I CDF PARCEL PO HO ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have BY PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. 33 3, WHITE-O.D.S.-B.D. CANARY ASSESSOR K -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916j 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7.541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date /z�1 S Inspector REV 10192 K . ■, � ,+� a w .... .. •O� ' �, „rw r,iyw• iwi•.�jir Fa. It 1 FAC«Slln.s., CMR%R,1,FTM } Please deliver the follmdAR pages to.- Name: o:Namet '-� <'-,o Fax Ntmher: y T'ettA3 maser f a ages ittc udz n saver sheer ate: -- { If YOu do not recei.v* all nai�ees, vlease call back as socm } 'ag possible 1 i r . 1 e r IL PIP 3042 ESPLANADE . m 11. JU fV 29 5995 :;JUN 2 9 gig: COUNTY OF BUTTE - DEPARTMENT' OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 .County Center Drive - Oroville, California- 95965' - Telephone (916) 538-75!��- PERMIT NO APPLICATION AND PERMIT / ASSESSOR PARCEL NUMBER 066-190-007 ZONING BUILDING PERMIT OWNER ROBERT AND PAULINE OTERI (403) TELEPra"E 262-6318 SO. FF. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1601 YELLOWSTONE AVE MILPITAS , 950305 CO//o(") a) no,Qd CONTRACTOR'S NAME EXECUTIVE HOMES TELEPHONE CONTRACTORS MAILING ADDRESS 3042 ESPLANADE CHIC0111 99996 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is a LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Fee Plan Checking Fee Energy Plan Checking Fee $ $ $ ARCHITECT ECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEERS MAILING ADDRESS _ Penalty $ BUILDING AOORESS ANDOVER ST PERMITFEE PLUMBING PERMIT S a,5-7 60 Filing Fee 20.00 HAWT TA Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome IK Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 - TYPE OF WORK New ,)R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: iffl 7" Mobile Home ISI GI W = @20.00 y" PERMITFEE $ Contractor ELECTRICAL PERMIT Filing Fee 1 2 0.0 0 Main Service OOOV OR LESS ( 200A OR LESS ) 23.00 _ Main Service ( 200A To I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and m license is in full.force and effect. License Class cF e % Lic. No. T OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. O 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. ) SO. 3.5¢ Fr. NEW CONST. MULTI -OUTLET NON-RESIO. ( BRANCH CIRCUITS ) @7.50 . J POWER APPARATUS ( d SINGLE OUTLET CIA. Ex. Occup. (OUTLETOR ) BALM �.� FIXED NS. 08S Ex. Occup. OUTLETS (RESID ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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 of the Labor Code, for the performance of work for which this permit is issued. My workers' compen t' 6n insurance carrier and policy number are: Carrier 11� i/-'tJ.F ri MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' 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 comply with those provisions. . X \� . _� �_� / l� �_.�Date /�-�_ Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 3a Z. D. FEES IMP FLooD coF PARCEL HD ISSUEcompensation This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have BY PERMITEXPIRESON t!le applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. 180335L# !,3-3.60// I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSP C OR GOLDENROD -APPLICANT Permit Applicant: OTERI Permit Number: 95-1390 66-19-07 Date: 8/3/95 Assessor Parcel Number: The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: PLANS RECEIVED TO DATE ARE NOT ACCEPTABLE. PLEASE REVIEW THE ATTACHED "GUIDE TO PREPARING PLANS" AND SUBMIT 3 COPIES OF COMPLETE PLANS. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. BOB KEITH e • ? -319 �— , PGoT PL-40F020X20 �c�o.�S ZZX22 + �T�usscs FOQ z�' l,P X g PO-R-T(oVz , go -d, FVM'G ? COKP AEG= �c V't> DF y f DE TD Pee -P4 f.I NC, RwS d LL o IT CDF -'FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [0j 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be.provide for by the land owner. Driveway Standards [J 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app_,rte-i;ant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and-fire.apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ ] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ ] 2. The length of verti^�1 curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [ ] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [ ) 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 3.0 feet long with a minimum 25 foot taper on each end. [ ] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of :2 , AP # PERMIT # NAME [ ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [ ] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ ] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ ] 2. The gates must be. located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a.one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. j] 1276.02 Disposal of Vegetation and Fuels. Disposal, including / chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction Dr fi_ial inspection of . a building permit. Page 2 of 3 _off -133-D mgr AP # PERMIT.# NAME Other Requirements [ } If Building Setback is'15 to 30 Feet: - Class A or B roof - Enclosed eaves J If Building Setback is.Less Than 15 Feet '\ Choose any 3 of the following: ­Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic epri.ikler system per NFPA 13D . - Glass area not to exceed 10% of wall•area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 •�- �9� _- G 9g z - , r s Th" ODI df-Pld g wid apeoi oationai 11/Ad e l . kept on the Job at all tis and it; Is unlawful to- i� !e aky 6hanges or alterations -on awe without i � w;Tittefa permission from the Department of Public lWolits..W.'I'Aty of Butte. `aA ai - � .. S� CA•�: G�GE�R�1�S . D E� �' , � �`� �t;• `�9 �,; << rya . • XLL STRUCTURES AND EQUIPMENT INCLUDING, ' OVERHANG SHALL BE CLEAR OF ALL EASEMENTS. . ....IV; A SET SACK OF S FT.'FROM THE SIDE AND ' IS FT. FROM THE REAR PROPERTY LINES AND FT. FROM THE ROAD CENTERLINE SHALL BE I pa6t. 1 CLEAR OF STWUCTURES AND EQUIPMENT EXCEPT I FOR A 2 Fr. EAVE OVERHANG. . PACE t; A 6& Cl- 7. o j9GrlMl 07 OTe� Edge a ROai / 'pd/e if"�ilX 62 IVenf _�- f �lI melteru".& Wor� iiilship 9h611 to Ift Accords with Recognized (food Practices and of a Quality Prescribed for the Specified use In the Uniform Building, Plumbing & HechaniceJ Codes and the National iflectriW Code. deck. - I. Jlq 1 � d BUTTS OOLNTY BUILOM OEPIIRl%tw APPROVED n 0 /HANDRAIL HEIGgr.' C- rn MAX.. CP ::roll STAIR. rn q,6 r bg -Piz GIN Z7. a Vo S1, o I jk.N-- Z. - - W - /HANDRAIL HEIGgr.' C- MAX.. CP ::roll STAIR. rn =Zs- -'' -'---'---'- � �-^_�--'--__'--�_-�--i-_�--~_'�'--_ --' -- __-_-.-_',- --- ' /T �. - l i 17 ALL STRUCTURES AND EQUIPMENT INCLUDINQ OVERHANGS SHALL BE CLEAR OF ALL EASEMEN T S, A SET BACK 0!,:: �F*16 THE SIDE AND S6 'OFT. p 4 ��'�� .�� � LIKES AND F4� 3'Y ai 2 r` F 'fY 7 4. T, �$"C°dct� r'..0l�,l ��a�,� v-�'ti.�� ��ms �t�3E SHALL BE ®it CLEA �' z,l "o�.r :,F- ,.;a">�€� LiU¢tPIMENT EXCEPT -iµ feFORA2Fr. 10� 0E i sB� 9� r` v, Edge a� 9999d . REVIFI?KED By BUTTE CO. F;RE ®F - PT -CALIF. DEF -,'-of FC�-IES��.]I By 6 S a. alum /I/7G(o - l 9 - 7 � ff p� y��e/%�%rslov� ape 9 /,/ /�c (), _� a BUTTE COUNTY MMMODEPARTMENT AIPTROVED RESIDENTIAL 066-190-007 PERM_ IT#95-1389: OTERI, Robert & Pauline Andover' St . , Magalia , • " = Cont; Executive -Homes MH -on Perm Fnd ' r FORM 433A FOR THIS MH CAM J:EREORDED UNTIL ONE OF THE FOLLOWIN } EEN TURNED IN TO THE BLDG DIV:LICENSE PLATES) LICENSE DECAL STATEMENT OF FACTS eel AA� 2C 231s)11'12- JOB FINALED (Date) — • Signature • f JOB FINALED (Date) — • Signature J=OK O=Not OK = Not ReadyMOBILE HOMES , MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date D ERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements Agfmnequirements-Setbacks-Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. EI city; Location-Clearences-Grnd-/ /Amp -Concrete .Gas: Locatiori-1jest- ra /"L"ft. } orbWVL"fi Y'LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh ' 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 —' 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 ; Date MOBILE HOME INSTALLATION (Plans) OK except #'s. t4.'Zqping Requirements -Setbacks Easements Date Card B-1 Date Card B-1 Foot' gs; Size -Spacing -Marriage Line Date Card B-1 Date Card B-1 as; MH Test-Demand-Valve—Connector I 4. lectricity; MH Test -Crossovers -Breakers -Clearances rain; MH Test -Fall -Flex Connector ater; MH Test -Regulator -Connector 7 Water and Sewer Connected -C/O to Grade -HD Approval 8 Gas and Electricity Tagged (9)Exits; Insp.-Sketch Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 10. Cert. of Occupancy 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater ��/�1 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Date l Card B-1 Date Card B-1 — Boxes -Enclosures -Panel boards -Ins. to Main in Conduit Date Card B -f Date Card B-1 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r ✓=OK O = Not OK = Not Applicable = Not Ready RESIDENTIA4,(Single & Duplex) Date UND OOR (Plans) OK except k's 7 zonin -Setbacks-Easements-Flood-Slope g., Main; Soils-EIec_Guad- tg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except 4's 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.: Test -Fittings & Anchor -Nail Protection - --------------- - -------------------- - -19. Shower Pan: Test. First Floor -Tub Access 20. Test Tub & Shower. Second Floor -Tub Access 21. Gas Pipe: Size & Anchors Date Card B-1 Date Card -B-1 ---------------------- ------------------------------------ ---- - ------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection ------------------------------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled ------------------------- ------------------ ---------- 25. Romex Installed Close to Edge of Studs & C.J. --------- ----------------------------------------------------------- 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water --- ---- --------------------------------------------------------------- - 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ------------------------------- - ---------------------- 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size ' ga. --------------- --- Cu- ---AI--- --------- ----------- ------------------- - ------- 29. Range Circ. / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No - ---- -------------------------- ----------- - - --- - -- 30. Service -Riser Conductors & Ground -Main Disconnect --------------------------------------------------------------------------------- -3 1-. Equip_Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light ---------- 33. Smoke Detector --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 -------------------------------------------------------------------- ---------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except tr's 34. A.C. Ducts Insulation & Support - ------------------------------------------------------ 35. Vent Fan Exhaust above insulation ----------------------------------------- - --- - - --------------------------- ---- 36. Condensate Drain & Overflow: Size & Grade --------------------------------------------------------------- ._. _----- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 cutlet ------------ ------------------------------------------------------------------ 38. Attic Access & Platform if Furnance in Attic ---------------------------------------- ------------------------------------- Date Card 8-1 Date Card B-1 ------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ft's 39. Sils.•Proper Material & Anchors ------- --------------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing ------- -- 42. Draft -Stop -in Walls (rat proof) --------------------------------------------------------------- _________ 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date . FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Bra c-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings ----------------------- 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers --55.-Siding-Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic _ 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows - -------------------------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except 4's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector - ------------ -- --------------- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ---------------- ----------------- 64. Bedroom Exiting ---------------- 65. G.F.1. & Bath Fixtures & Tub Access -Spa 66 Elec. Trim & Subpanel: Breaker Sizes & Labels ---------------------- 67. Stairs & R -ails 68. Fireplace or Stove: Clearances -Hearth ----------- ------------------------ 69. Elec. Outlets at -Wood -Panel: Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Gap-CookingClearance .-71.--Elec. Outlets & Receptacles at -Kit. Counter ------------------------- ----- 72. Garage Fire Door: Swing -Landing -Closer -------------------------- ---- --- 73.-A.C.-Duct in -Garage -Damper 74. Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection 75. Plb.. Elec. & Mech._E_ui Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ---------------------------------------- 7;. Insulation -Foam -Looked in Attic ID Yes 78. Guard Rails & Deck -Const ruct ion -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No --------------------------- 81. -------- 81. Stucco Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing --------------------------- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing ------------ -------------------------- ---- 85. -- Exterior---- Elec. Trim: G.F.I. Receptacle -Underground ---------------------- --- 86. Ventilation Throughout House -- ------------------------------------ 87. Glass Protection ...... --------------------------------- ----------- 88. Corrections from Previous Inspections 89.- Gas - Test -Meters Tagged: Gas -Electric -------------------------------------------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval --------------------------------- 91. Energy Compliance Certificate -Other Certificates ------ I ----------- ---------- Date Card B-1 ----- -- ---- --- -B----- Date Card Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OFW-VELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIJ NO. APPLICATION -AND PERMIT ASSESSOR PARCEL NUMBER Ila 66-04-007 ZONING BUILDING PERMIT OWNER ROBERT & PAULINE OTERI 408 TELEPHONE 262-6313 SO. FT. OCC. BUILDING VALUATION 1710 R 92 340.00 OWNER'S MAILING ADDRESS 1601 YELLOWSTONE AVE MILPITAS 5035 CONTRACTOR'S NAME TELEPHONE EXECUTIVE HOMES 891-6992 CONTRACTORS MAILING ADDRESS 3042 ESPLANADE CHI Fireplace CONSTRUCTION LENDER UNI(NOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 304.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS ANDOVER PERMITFEE $ 347.00 MAGALIA PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PAR P Solar or heat pump water he er 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome I Other SPECIFY Water piping 15.00 15.00 Each gas water heater or vet 15.00 Gas piping system 1 - 5 o tlets 15.00 15.00 Building sewer 15.00 15.00 TYPE OF WORK New EK Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: M114 ON PERM FOUNDATION Mobile Home S W 920.00 4 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service a OR LESS ( 2000A OR LESS ) 23.00 9-1.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. (�/ /_ / D �i/ License Class Lic. No. t4, . (j OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ( 8 ACC. BLDS. ) sO. 3.5¢ FT. CNS. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) 20 Q 1.00 BAL .50 Ex. Occup. ( OUTLEETS (R S D.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensqrion insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to 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 comply with those provisions. Date _ _� Signature'bf Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.10610 /> J Mobile Home Installation Fee Is Energy Inspection Fee is Occ CDNST. TYPE TO L F $ 4 5.00 HAZ. �. I DAJXJ FL I TO= If I ISSUE This permit is hereby issued under the of the Butte County yode and/or indic d for w ich Nes have PERMITEXPIRESON ap-O'k,615fe provisions Resolutions to do work been paid. Date / f!7 (Date Receipt No. 180335/83.00// 3 %d ©Q WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ,.CGUNTYOF BUTTE - DEPARTME NTOFIJEW�L LMENTSERVICES- BUILDING DIVISION OROVILLE TELEPHONE (916) 538-7 1 7 COUNTY CENTER DRIVE CAL1?O`ftNIA95965 54 PERMIT APPLICATIGN DATA SHEET OWNER L -& Proposed Building Use -No. f ) lo(o - Building Inspector I -YKKI^- Date At time of permit application, I was advised the -following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1 All items have been submitted . ..... I ................................... 2. Plot plans,,3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate.(required prior to plan check) . .... '�instructions, 2 sets . ........... 9. Mobilehome data and manufacturer's installati;� 10. Fees of$ ?)-7 �;? - W . ................. 1. Impact fees as shown on attached schedule. V/7-) Ad 12. California Department of Forestry plan approv I ... 7- 9 - 13 Flood elevation letter (100 year flood) by California rigineer. 14. Sanitation and plot plan approval Health Departmeq%,.* ....... 15. City of Chico plumbing permit . ................. rq;� ..................... 16. Plot plan and business license approval from City of Biggs/Gridley . ............. 17. Planning approval for (A) Use: (B) Parking: .. ........ 18. Contact Land Development about (A) Improvements (B) Drainage ...... 011? Driveway permit (construction approval required prior to occupancy) .... . P;r�­Inspection re,u.. 20. Pre -inspection for required. to Building Inspector _(Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans-Compensation Insurance . .......................... 23 Owner -Builder Verification (Given to owner Mail to owner ............ 24� Recorded copy of Agricultural Acknowledoement Statement . .................. 4 X.)_4 /gr 25. Letter of signature authorization . ..... & .................................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road ...... 27. Letter of intent on building use . ................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... ; .................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 3,2. PI ch k Ii t T T, i4n-� -Dan ............................. 33. W hen you issue the per s as follows: Mail to owner-, Mail to contractor. 15� Telephone W;2;;id hold for pickup at &0=0– office. Deliver with inspector. Other Parcel Creation Acreage App ie t Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. — Other Date By_ The following data must be submitted 1. Index permit for above items No. 2. Additional items required: above). Contractor, designer, owner, was advised of above required data by _ phone mail Counter by Date Contractor, designer, owner, was advised of above required data by _ phone mail —00 Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder copy Department of Public Works E.H.U�SE ONLY Plot Plan Atlached rG� Floor Plm Auached i S sent to B.D. S•� S� i� � TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location / AP# Plan Approved for: Sewage Disposal t� Water Supply: Public ✓ Private Well Clearance for ._ bedroom mobile home. Other Hold final for: Final clearance O.K. for: NOTE: s f ironme HealtA Specialist ^'r' ate 8/92 Y -No FRUIT.U. Ta ul k;az 'Ineviru"(Tici rlAmH. fAtmirramivra -T 2 T0: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance �9�✓� n��,r�� owner i 3 7 9/ r9 �r, location AP # Driveway permit A5 has been issued for the above property. %% fj si ature . date T COUNTY OF BUTTE - DEPAR114ENT OF DE:vmop an SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541. OWNER A. P. # PROPOSED BUILDING USE DATE A_ REC. # DATE REC SCHOOL DISTRICT FEES POAAAAAi;:�� (paid at District Office)......... .............. % I%l� C�'�✓ 2. SHERIFF FEES (paid at Building Department) Residential ...... Ix 3 _$ /�04_ ? 9_5 unit amt. Commercial (sqft) x =$ sq.ft'. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division):............. 6. SRA FIRE INSPECTION AND'PLAN CHECK = $89.00...... (paid at Building Department) 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE ��� r t BUTTE COUNTY SCHOOLS IMPACT, FEE CERTIFICATION FORM (One Form Per Building) School District _ A,P. Number f -r 0;-0VJurisdiction Property Owner lrI a ez Property Location/Address Subdivison ti Residential Commercial/Industrial No.•of Livin Unitsf t 6 Building Department No. IED City EX, County F n I, I i t , %., J 'it _ r,Lot No. . Sq. Footage_ g MHI Xddition (Group R) / Sq. Footage ,► New Addition (Including Exterior Roofed reas) Date (Floor Plans reviewed by School District Personnel) Di tri dentificatio i School District certifies that (App icant) (Stre dress) (Phone Number) has complied with the requirements of Resolution No. zz-- - square feet. District ,r Paid by Check - - Remarks: Bank Number Paid by Cash goo — by payment of $ AB 2926 $ PULL MITIGATION $ Date I IT, suosequent to the scnooi uistnct hepresentatwe signing tnis butte t;ounry bcnoois impact ree � Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) 0 feeform.wkl (11/94)dmm /== �.`+C.�I�o'�.'�*1{�ir�1 tjl�f t.+ 2A+a� +., � } � W 's. .1` � fx i � k-. :T , r. .7ORNIA ALL-PURPOSE ACKNOWLEDGMENT No. 5907 State ofrt �� r- / -Po r n ; e County of, a• r•-� A Clea r- �► On �u n e, s l R S before me, �A: A./A/oc.� /j�,�`Ar� DATE NAME, TITLE OF OFFICER - E.G., -JANE DOE, NOTARY PUB personally appeared P,06r+ N. 04mri at -.-J NAME(S) OF SIGNER(S) personally known to me - OR - ❑ proved to me on the basis of satisfactory evi, )ence to be the persons) whose name(s) -s3/are subscribed to the within instrument and ac- knowledged to me that Ke#�/they executed the same in hisihr/their :..authorized:. �eueaeeeeeuauoeeuoueeivs�euenoe9a�eeeiea�oee�rlae)a capacity (i a s) , and that by#er/t h e i r GAIL A. BLALOCK . -signature(s)on the instrument theperson(s), -~ COMM. #980274 �• �"�' s NOTARY PUBLIC - CALIFORNIA SANTA CLARA COUNTY or the entity upon behalf of which the e '�'`•"a` a ° My Comm. Expires Dec. 6, 1996 o person(s) acted, executed the instrument. l�neuueteueeeueuntiteReaee�cceeeeeaeeaateucesi7eeaejt9 WITNESS my hand and official seal. SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER . INDIVIDUAL CORPORATE OFFICER TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DESCRIPTION OF ATTACHED DOCUMENT /C.f VCA�/r.IQ/��1�� YOGIG/�owlQclq�ea��` -Cro/ e-1rWJerS+i t+I TITLE OR TYPE OF DOCUMENT I.,'Iat?etoo NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE --------------- ©1993 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309-7184 And when recorded mail to: -JUN 28 1995 Building Division #7 County Center Drive 95_ Oroville, Ca. 95965 02I35g ORISRjAL, DOt�Jt►. . AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides. -pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: Date: QP OP TY M­ State of California ) County of ) On before me, personally ap: •trcd personall% known to me (i -proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/arc subscribed to the within instrun t and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/he :eir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the i' ,iment. WITNESS m, id and official seal. Signature•_. Scali - I rder No. A=31954gag �' S C H C b U L E C The land.referred to hargin to described as follow$: All that certain real property .situate in the County of Butte, Unincorporated, State of California, described as follows; Lot 15, so shown on that certain map entitled, "PARADISS PINES' COU,ITRY CLUB ESTATES UNIT NO. 30, which MAP was recorded in the office Of the Recorder of the County Of Butte, State of California, October 13, 1971, in Rook 30 of Hspv, at Pagos 64, 65, 66, 67 and 60. EXCEPTING THEREFROM ell minerals, oil, gas, asphaltum and other hydrocarbon substances witfs provision that any and all mining operations shall be done from orifieies outside the surface area of the land described herein end that no damage shell be done to the surface of oaid lend. .17�1.....T..�,..�•.o.T.r�;e,:q-�i�.l�';Y.r.N4^RSR!'1��7!''lY;�'.•p,'•"•.v'q"s^!o�,oa':"Q+'�.'7r '°'�!f.►�;Yc�>.Sv'�•,•�:�...... ... .. . `S6C WALK-IN 'I \Q CLOSEr I 'M_R�ff MASTER I3E19ROOM 6"x W01 (p ("ked, 0 ."U fww r ErAl "qql -1 FM LYM a ON museum 011101111111- sommossommosson 6EVROOM on awqqq1vq1p**vq" OUR a - ! Nino us Ems a owns E731917,". M, HE I OECO'i none on d OLAn 1wN. 11 all 0411. PINING Ali .0111- jj,-jljjgXNN.N me ------------ AREA [ A 80101"l- i Im ARCHWAY i FAMILY ROOM • LIVINO ROOM f FOYER Opr. iNTEORArEP RECESSED ENrR DORMER I MODEL 5663D 3 BEDROOMS, 2 BATHS APPROX. 1,710 SO. FT. ENTRANCE APPROVED qA Butte County 'Environme tal Health /Date10 SigriatUre BY FLEEWCODO SU17/JUN94 ]....... . . . . . . . . '�'aw.; WALK-IN 'I \Q CLOSEr I 'M_R�ff MASTER I3E19ROOM 6"x W01 (p ("ked, 0 ."U fww r ErAl "qql -1 FM LYM a ON museum 011101111111- sommossommosson 6EVROOM on awqqq1vq1p**vq" OUR a - ! Nino us Ems a owns E731917,". M, HE I OECO'i none on d OLAn 1wN. 11 all 0411. PINING Ali .0111- jj,-jljjgXNN.N me ------------ AREA [ A 80101"l- i Im ARCHWAY i FAMILY ROOM • LIVINO ROOM f FOYER Opr. iNTEORArEP RECESSED ENrR DORMER I MODEL 5663D 3 BEDROOMS, 2 BATHS APPROX. 1,710 SO. FT. ENTRANCE APPROVED qA Butte County 'Environme tal Health /Date10 SigriatUre BY FLEEWCODO SU17/JUN94 RECORDING REQUESTED BY: ►y; ice" I X04 ",1�1-1 Rec Fee .00 I Total .00 Recorded Official Recorde . I Y ' County of, I. AND WHEN RECORDED MAIL TO: Butte _ I Candace J. Grubbs I �. NAME BUILDING DIVISION Recorder- 11 . OUNTY (, 1: 40pTn ;16 -Aug -95 I FRH& } XX 2 .. . STREET 1 'ENTER DRIVE i ADDRESS OROVILLE CA 95965 CITY. STATE and ZIP SPACE ABOVE THIS UNE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request..of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. Robert A. and Pauline M. Oteri Butte County Building Department REAL PROPERTY OWNERAESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE.OF OCCUPANCY 1601 Yellowstone Ave. 7 County Center Drive - MAILING ADDRESS MAILING ADDRESS Milpitas, CA 95035 Oroville Butte . CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP 13791 ANDOVER -STREET 95-1389 (916).538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT BUILDING PERM NO. T NUMBER MAGALIA , BUTTE, CA 95954 ,, �. 8/16/95 CITY COUNTY STATE ZIP SIGNATURE OF LOCAL AGENCY FICIAL DATE Same Executive Homes UNIT OWNER (If oho property owner, write "SAME'] DEALER NAME (If not a deo$w sale. write "NONE") 92081' MAILING ADDRESS DEALER LICENSE NO. CITY COUNTY STATE ZIP UNIT DESCRIPTION Fleetwood Homes 1995 566-31) MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER CAFLS17A17731SK12/CAFLS17B1.7731SKigx66 RAD 836286/836287.. SERIAL NUMBERS) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) A.P. #066 -19 -0 -007 - REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER - `*ENT OF&O& or ,ti• rQ 4 �� • = MCD FORM 433(A) 2.88 0 �, � o G c0+hi,.. _,-s' _.., SCHEDULE C The land referred'.to herein is described as follows: All-that.certain real property situate in the County of Butte, Califo=riia,':dPscribed as follows: State of. Loi 15,, as shown on that certain Map entitled, "PARADISE PINES COUNTRY CLUB ESTATES UNIT.NO. 3", which Map was recorded in the office of the Recorder of the County of Butte, State of California, October 13, 1971 in Book 38 of Maps, at pages 64, 65, 66, 67 and 68. Certificate of Correction was recorded August 24, 1973 in Book 1858 of Butte County Official Records, at page 409. EXCEPTING THEREFROM all minerals, oil, gas., asphaltum and other hydrocarbon substances with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein and that no damage shall be done to the surface of said land. AP No. 066-190-007 PARCEL II: A non-exclusive easement over Lots A, B,'C,'D, E, F and G (the common areas) of PARADISE PINES'COUNTRY CLUB ESTATES UNIT NO. 3, which Map was filed in the office'of the Recorder of the County of Butte, State of California, October 13, 1971 in Book.38 of Maps, at pages 64, 65, 66, 67 and 68, and the lots designated for common and recreational areas as described in the Declarations of Annexation for Units IV, VI, VIII, X, XI, XII, XIII, XIV, XV and COUNTRY CLUB ESTATES UNITS 1, 2 and 3. MEN BUILDING PERMIT NUMBER: 95-1389 Address or location of unit: 13791 ANDOVER STREET, MAGALIA Legal Description of Real Property: A.P. #066-19-0-007 SEE._..ATTACHED. LEGAL DESCRIPTION. [X]Mobilehome/Manufactured Home [ ]Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: ROBERT A. AND PAULINE M. OTERI Owner's address: 1601 YELLOWSTONE AVE., MILPITAS CA 95035 INSIGNIA OF HUD NUMBER: RAD 836286/836287 CAFLS17A1773SK12 SERIAL NUMBER OR V.I.N. CAFLS17B1773SK12 MANUFACTURER'S NAME: FLEETWOOD HOMES YEAR: 1995 OFFICIAL APPROVING INSTALLATION: DATE: 8/16/95 PHONE: (916) 538-7541 H.C.D. 513C .M ,A 1�+'R.t6T.•i �!IYE. E Y;D VELO *-. •�O OU (� � IVIMLJNIT PMENT pEPARTMENr Fri SIN AND-�70 STANDARDS . t : n- : REGISTRATION AND TITLING PROGRAM . • STATFI VMW OF FACTS This unit is a: Mobilehome 0 Commercial Coach 0 Floating Home' 0 T' Decal (License) No.(s) I/We, the undersigned,.hereby. state: Trade Name Serial No.(s) t Camper . THIS UNIT IS BEING PLACED ON A FOUNDATION SYSTEM IN ACCORDANCE WITH SECTION 18551'OF THE HEALTH AND SAFETY CODE. . We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. - I/We certify under penalty of perjury that the foregoing is true and correct. Executed on 011 (Date) (City) Printed name(s) h U 41��&) 1 I,01 E's P f a* V -� OL (State) 06/12/95 11:42 BIL .ALL TITLE i CHICO 8918753,_, f.tctow Nu :. 93--009732". WMEN RKORDEO MAIL TO: MR. S MRS. ROBERT A. OTERI' 1601 Yellowstone Ave. Mi.lpit.as. Calif. 95035 r MAIL TAX STATEMENTS TO: SAKI: 'AS ABOVE. 1.. Rai. re". Recorde.!. f VP.C.CV nfftctol h.•r: 11•!,T 1 County of 1 Butte I Candace J. Orup!rn I Recorder I 6:00arn 11-M0r•9.1 I CWTC CD 2 349 P002 yyODyYI AWITARY TTiAN6FF.R TAX COrrreu"d on tAe COM;Is r7t.4r11 or value el anownM eer-vend. Cir . -. .. .,.... ca:Avp wo OR oo coiul4aY gh dv'.dve Im i;" Of 0""kbrencei remmhlf"I A iSmO 09 WA _ COMMONWEALT1i TITLE CO. BY: !T elanotlNe of =wwrt w Aserrl dele•Inlnlne us r form N.ne APO 066-190-007 - GRANT DEED FOf% A VALUABLE CONSIDERATION, receipt of which is herebv acknowledged. AL?RrO L. TILLETT AND JOANN TILLETT, husband and wife, hofaby GRANT(S) 110 ROBERT A. OTERI AND PAULINE A. OTERI, husband and wife, as'Joint Tenants the reel property in the City of unincorporated CvuntY uI Butte Slate of California, dacrl000 as ,SBE .ATTACHM. STATE OF CALIFORNIA� 9S. COUNTY OF -5 Ono MCA pT 1d(tt� TIg43 before me. —, personally aroma/d0 - 0enwny eelrlwlrttrms (a proved tome n the Beale of 548.19ctery svloena) to De tlls pelean(a) whew hama(s) If e Pim" to the within Instrvmenl knowtadged to mo that he /s a acute a Hartle in his / her / tn.l. tt+Mterl MprllyQee), anR tnel • �u Ihalr Ipnaturs(e) on the 1n:Gurnenl the p■roonp), of the entity Yvan hs which the perwn(s) a tied,eaee1,1100 Tlelnevumsnl. OFFICIAL SEAL wITNELu my h 0 Ano otOclal sl. ' j`� 19WAARA L STAGGS Signature+, .� . ISea�)SQf10MJt (4UNT7 v My (omm. ea0in.1 FIAT 2S, 1993 rnrrn 7212.1 trier. 9.01) paWd.... Maxtar_3.,..1 IITATC Or CALfrOnNIA r,OUNTY Or---.... Amnia one. IM VAde/e� twelly amseoled,..., , eeIMMlre IInOMn 1e ere I ev.MIv.01 IO IN IN eel r ...Jun vynvntMl a f,r Nm Mme I 1M e NHOtWXgllc M and for amid State, Oaf- W mIe M tM tldlte el eelulaclary Mwle(el rhea eYtiM:ntMd le IN mod Ina Ihel Ile/ehoAhep eaeevlW YATNESSmy neandotllebl NH. i x/.. 14 URLD,1t. TII.LF.'TT JUANN TILLETT i I i 1 i ITn.a area 1... 091.[.01 M.er ml ase!. rantlth MAIL TAX STATEMENTS AS DIRECTED ABOVE .ry`Mt`YV?•r^'r„7`i i. V. tT/:`�\ .'.�'ar:..1. .'""IL!.R)ryt•'•r �lYv",.;�..... .. LAND DEVELOPMENT -.BUILDING PERMIT CLEARANCE Building Permit No. 'OWNERS A.P. _ ] �� ^ _ NAME: 1 NUMBER: l PRINT LAST NAME FIRV g COUNTY ZONING v /6013 DESIGNATION: FLOOD MAP: ` FLOOD ZONE: /� APPROVED: DATE OF CREATION: CONDITIONALLY APPROVED: �C RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: DEED REFERENCE: LEGAL ACCESS REQUIRED: YES YES NO NO Pt�I,s6_ 19AL-Z- ��Y �is PARCEL CREATION BY MAP � L vIF3TAI1�S UNrT 3 DATE OF RECORDING % LOT I S BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a 2 0 1 building setback from rig ht -of -way/ccline of /- W0,0y6R TJxiw5 3. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 4. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the 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 Fire Department specifications, serves the parcel. 5. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 6. Maintain a 100 ft. leachfield setback from all existing wells. 7. Maintain a ft. leachfield setback from 8. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. 9. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning,Division. 10. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 11. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. 12. �o�'�F3 V` `cSVGa OfVISIh�S �1 FOiZ ,.aN��n1T'S CHECK APPROPRIATE REQUIREMENTS .YES OR NO OR CONDITION NUMBER. LO 12194 . C:\WP51\F0RMSA\8LDGPERM.CLR _ _ ' 01U M OF BUTTE JUN 2 61995 Lana Development'Sec.