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066-330-030
COMPLAINT GIVEN TO INSPECTOR(o-2.V BUILC 30 DA SENT: 9-' 066-330-030 03-0315 WITTALG ]fZICSKYWAY, MAGA LED 1 RETAIL STORE -p 7ENVIPOZNMENTALHEARANCEDATE b'03 66-33-13 Marion Robinson EIS Skywa pp.250'N.of S.,r.t a of Lakeridge Ci. lot 59,Skyway z Magalia Permit #5389-76B, M(new rdq e store) I erRllt—78B (1st 6) hardware s a ,_. - 3 _ S Per a ales & storage r �t area lwaw re) ` 13 � h � i r no ro) ff 66-33-13 s 1 tt" PARA I PINES TRU VALUE. 14086 Skywa agalia Permit#1647-87B(a ion hardware store 3 »i 3 r;r 66-33-13 Pe 2-88E(ele/1647-87)store c F i 4 t 06 -330-012 02-1797(INALE11PARADISE PINE TRUE VALUE14086 SKYWAY, MAGALIA1 INSTALL PROPANE DISPENSER hi )� �,.., 066-330-013 03-3068 Q�'It WITT, DALE 14086 SKYWAY, MAGALI CONT: OWNER y DEMO I i k ut 066-330-030 04-1878 WITT, DALE L7 14086SKYWAY, MAGALIA t f,4S 7 =ta t, CONT: OWNER {? (._ WOOD SIDING & COVER71 �- y�,'n��yr '� tnv i : �, f - x 1Ee+ s� 1 � �� •,...t i �� .� It,,p11tt't �=.�'r,1 L. .iS';'r. - .rii� !'_� ___ - :;iL_ts ,-t r! tY lj t�:ff.:r.. '�1',. ;'�i.•,"s... - E.H. USE GAILY �:• j7' Plot Plan Attachod Flow, Plan Atha h d . S.XX TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 6-336 Li Owner Loc a on AP# Plan Approve for: Sewage Disposz � 1iVater Supply: Public Private Well Clearance fo dwellin Othe ' 0Vf-Y ' Q,.�gZn. l�� 1 �(-�� Wii IIIIIIK"0Rz�i1111r-.M�mMi Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 6&m r ��. �-3"y G d Fomad gall o id LS Z7 In tnacstts I votkvov ! a� r AN I a :.7.47 'F / 6 t ..= - APPROVEDnty ButteeC°al Health -- ��: tip Q L. �• - 'q a `"= . be ca Or Or' P i '- +w t 'J ZL 7' L Lc 5 1 i cam. G d Fomad gall o id LS Z7 In tnacstts I votkvov ee Signature EnvitonmenWl iW „o ..� t: � � _.,•. o0 14AY 2 4 2002 -s Chico, CA AN I a :.7.47 ! / 6 t ..= - APPROVEDnty ButteeC°al Health -- ��: tip Q L. �• - 'q a `"= . be ca -- , P i '- ee Signature EnvitonmenWl iW „o ..� t: � � _.,•. o0 14AY 2 4 2002 -s Chico, CA _ I I. _-+_ I I . M __moi 1 I 1`il q W ; CT�Tty R PP\r' ._lr B :.e Cc- 4 Enviro mental Environmentai Health Signature MO _ 1""" - MAY 2 4 ono? Chica, Cid ..; T/ODY ! ,LaN Environmental Hezi6l PLAY '2.4 2002 Chloo, CA wv 066 33 013 03 3068 WITT, DALE 14086 SKYWAY, MAGALIA CONT:•OWNER DEMO I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY 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 ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 13 Describe Work: - .. _ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800V LESS Main Service zo..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 is in full force and effect.POWER License Class Lic. No. 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 Main Service sou. TO f 46. 00 NEW CONST. DWELLING OCCUP. U OR ADONIS. ( a ACC. BIDS. so S° 3.50FT. NEW T. RESID MULTI -OUTLET CIRCUITS @7.50 APPARA U a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FMRES 20 @ 100 BAL @ .50 URXED APPLNS. OR Ex. Occup. ouT1FTs RESID. En 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t 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 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' 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. - Xate _ Signature of Applicant - [IOwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ.D. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By n PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date ' date rReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT MASONRY WALLS N E S w 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS (Occupancy, Area, Property) Gypsum Board 1st Layer 2nd Layer Walls Ceiling ivll-fll NOTES �O, - / ") (,. 0 - I Pq/v A -Ir re,/1 Y1,-5 L t IL COMMERCIAL 066-330-030 �63-0315 WITT-DALE IqOKP SKYWAY, MAGALIA RETAIL STORE OFFICE COPY Address sl�e GAS Meter By Date ELECTRIC Meter By Date JOB FINALED (Date) A I�e j Signature 1A V=OK O=Not OK - = Not Applicable = Not Reedy OK except it's COMMERCIAL J ift. Main; Soils-Ufar GrouA:-FJ!Depth t -Hair Pins alls, Main; Steel -Bloc kouts-Wrapped t 9 mf. Steel -Grade -Placement rL 1 1_ SCJ✓ A Slab: Steel -Wrapped -Wire Mesh 1//111^ i�INJ QQ-� 8. @,.0-[).W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 ate Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except q's 16' Wats[ Htr.; Vent -Access -Combustion Air -Baffle Test & Anchor -Nail Protection V.; Test -Fittings & Anchor -Nail Protection 19, Sinks -Floor -Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Datey" Card 8 -Card 8-1 ,42N,/ Date Card B-1 Date Card B-1 Date Card B-1 Date ELEC]AICAL (Permit) OK except #'s 22 ixtu & Transformer Clearance -Ins. Protection 2 ' gle Phase -Three Phase -§9e!. baneP / 0,7 2 . Size Boxes & No. of Conductors -Stapled 25. Ro Installed Close to Edge of Studs & C.J. 26 ggGround made up,?�<ec astners-Bond Gas & Water 27 iring-90°-Prote -Color oded 28. S,,ubfeed Wire Size/ ga. Cu or AI-A.C. Wire Size / / ga. Cor At 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Meeh. Equip. --Se- Fire Wall Penetrations M 0.J d Date g /. r" 7 Card B-1 Oi► Date Card B-1 Date Card B-1 -Date Card B-1 Date MECHANICAL (Permit) OK except fi's 33. AK. Ducts Insulation & Support 30 ent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Ait' Access & Platform if Furnance in Attic 3 V.A.C.-Ventilation-Roof Access U'gr&V (0 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Zard B-1 Date Card B-1 Date FRA ING (Plans) OK except p's J41ga:1ls::S:tuds-Nailing. , Proper Material & Anchors -Hold Downs Spacing & Bracing -Plates Sound —4i .ring Walls over Girders &Floor Nailing raft Stop in Walls (rat proof) 4i ire Stoos: Furred Ceilings -Stairs -Chases ze & Date,FRAMING (Continued) _ 4 Hangers -Post Caps -Anchors -Connectors 4JAoof Shthing-Nailing-Diap:Chord Splice 4➢!Fi rewal I-Doors-Area-Occp.-Prop. 49 -'Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles W. Glu -Lam cert. - Steel Building! 52'Property Line firewall & Openings 5ae-6t. Doors -Handicap Access s; Width -Headroom -Rise -Run -Landing -Fire Protection 55 plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 iding-Nailing Veneer A7 Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58/Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 5 ar Walls -Plywood-Nailing-Conn to Roof Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date��` D t / Card B-1 Date Card B-1 Date Card B-1'Date Card B-1 Date FIN (PI s) OK except fi's . Steps -Door & Sidelight Protection -Landings xits-Size-Numbs -Placement . Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection !66-Spri rs-Placement-Test 63. 54pended Ceiling-Seismic-Wires-Elec-Light & Mech. c: Trim & Subpanel; Breaker Sizes & Labels Ipir,g-& Rails 7 . ndicap-Door Levers -Fin. Floor cY . Elec. Outlets at Wood Panel; Int. & Ext. h -Mr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Bove Floor -Meth. Protection 7 Plb., Elec. & Mech. Equip. Listed for Location . Insulation -Foam -Looked in Attic 0 Yes mails & Deck Construction -Post Caps 7t-. . Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes 71--SIDE—co; Brown -Finish -7 nit; Disconnect, Electrical, Plumbing 7ents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to pfnIngs 8 . Wa er Well; Disconnect, Electrical, Plumbing 8 xt 'or Elec. Trim; G.F.I. eceptacle-Underground 82ee0f Site -Parking -Ha. cap 8 lass Protection 84 orrections from Previous Inspections $5- GasvTest-Meters Tagged: Gas -W ric 8�6riNater & Sewer Connected -C/O to Grade -HD Approval 1367,eEnergy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date hF. (� Card B-1 Date Card B-1 Date dard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUIL G VIO -•-_ 7 County Center Drive • Oroville, California. 95965 • Telephone (530) 8 7541 0• (Rev.12/96) APPLICATICGN AND PERMIT ASSESSOR PARCEL NUMBER ZONING N— BUI G ERMIT OWNER L,JT7T DATP TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME - ,i TELEPHONE • CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ O ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESX Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 28.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other CONLtEl iAL SPECIFY__ Solar or heat pump water heater 23.00 Water piping 15.00 •I C Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: TT T CTY ; l,T I Gas piping system 1 - 5 outlets 15.00 A Building sewer 15.00 C Mobile Home I S I G W 920.00 PERMIT FEE S aq. ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 2 Z l'>r,, 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 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 WORKERS' COMPENSATION DECLARATION I pe2by affirm under penalty of perjury one of the following declarations: have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service To +000A 46.00SO WEE200A NEW CONST. DWELLING OCCUP. OR ADONS. s Acc. s+nS. SO 3.5QFr: NMICOSIOT. MULTI.OIUTLET @7,50 n EL APPARATUS 8 SINGLE 0UrLEr CIR. Ex. OCCu OUTLET OR FIXTURES B20 Q .00 p ,.� FIXED APPLNS. OR Ex. Occup. ounErs REBID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ '-33,00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling/. Hood 6.50 Ventilation L. PERMIT FEE $ 94,00 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' 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 f with comply wit ns provisions. X Date 2^-0.3 _ M - Signature Applicant-7KApplicani-7K Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations o er 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ G. , 00 0 M CONST. TYPE TOTAL FEE $ 2, 06A. 62, - HAZ. D. FE IMP FLOOD x COF CEL ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B Date O 3 P IT EXPIRES ON 3 D e Receipt No. K99". ! WHITE-D.D.S.-B.D. CANARY -A S PI K-INSPE OR O NROD-APPLICANT / E.H. USE ONLY Plot Plan AMacherr} *^ Floor Plan Anitch d o, b 3 If sent to D TO: Building Department �rX FROM: Environmental Health SUBJECT: Sanitation Clearance Owner J Loc tion AP# Plan Approved for: Sewage Disposal % Water Supply: Public Private Well Clearance for bedroom mobile hom Other _( Hold final for: Final clearance O.K. for: Environmental 8/92 V MI 9' COUNTY OF BUTTE -DEPARTMENT OFRVE(OPMENT SERVICES-BUIL©I2GDIVI - ION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (53L! 538- 140* PERMIT APPLICATION DATA SHEETJr in OWNER: k)1 i+ ASSESSOR PARCEL NUMBER (9(0`07?0_ 0,�V Proposed Building Use: Counter Technician: (� Date: Z j Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Qe .. Plot plans, 3 or 4 sets, signedty the preparer of the plans. ❑ ;.,,Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ' I<Energy compliance design and supporting documentation in duplicate. t' ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received 'By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ 9 Plo lan an business license approval from the City of Biggs ................. 0. e�nt for non-residential buildings...........................':?.'.a���.3..... ... tached Accessory Building Form filled out by the owner .................\.... azardous Material Form ..................................................... .... . 113. Other .... Aaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Fees as shown on the attached Schedule of Fees Due Sheet .................................... 1 Statement of Intent for Non -heated and A/C Buildings ................................... .. .. Sanitation and plot plan,approval from the Environme tal Health De art ent in ❑ 17. City of Chico Plumbing permit ......................................... .... .................. ' LL�YI' California Department of Forestry plan approval paid. Sent b .................... 3 9. Planning approval for (A) Use: ,vr..7 (B)Parking: (C) Parcel Check: /!G lS�4u` 03j 20. Contact Land Development about ❑ Improvements,-rainage ........................{� ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occu ancy . ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ........ +......:............................... Owner -Builder Verification (❑ Given to owner, ❑ Mailed ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... 01.❑ Grant eed, ❑ M.H. T' le/State ent of Facts ❑ Lettar from Legal Owner, ❑ Check to H.C.D. $ . Other: • When issued Tele e I and hold for pickup. O �inr o occ a 1 e - rc VK*- 4a Fl 2. I have beend of the abo e'ite5n`�and requirements for obtaining a building permit. i Iq Applicant: Date: I? +' �— 6-3 1. Index permit application for the above items numbered: P n t hecfLetfer 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data by ,❑ phone, D mail, ❑ counter by Date: Plans reviewed by: Date: - Plans approved by: Date: Structural reviewed by: Date: c3 Z cG Structural approved by:Date: Note transfer by: Date: I-' Yellow- Ruildinn Nvkinn COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE © &j 33 -a3 19 OWNER r 4 A.P. r PROPOSED BUILDING USE � DATE Z, ' RECEIPT # DTE REC. 1. BUILDING PERMIT FEES �o Balance Due ....................... $ V U ' 41 Additional Fees Due ................. $ ` 3 Additional Fees Due ................. $ ased Plan Checking Fee .............$ OL DISTRICT FEES ` Cx (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ..............5-400 x $0.03 = $ r�0 Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ x _ $ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 36ggz, 2--.14.•03 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 2 —4�-63 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) t BUTTE COUNTY SCHOOLS IMP CT FE CERTIFICATION FORM (One form per Building) School District 33V3c� ,wATLbNumber urisdiction: City Property Owner v Property Location/Address Subdivision Residential Development No of Living Mobile Home Units Installation Gommetrpial/Industrial.. New Addition 1 1 A .4 // A Department Representative ;// istr' t Identificati 9n No. / Building Department No. County Lot No. (Floor Plans reviewed by School District /0 0 School District certifies that ;onnel) ,rte ��� r��� -/yon � Street Address) (City) (State) 03-315 Sq. Footage (Group R) -Sq. FootageY �- �J (Including Exterior oofed Areas) / O Date (Applicant) (Phone Number) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing square feet. 11AB 2926 $ 3� FULL MITIGATION $ School District Representative a Paid by Check # Remarks: Date 1-;Ia. as Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is 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) feeform.xls (10/98)dmm Apr 02 03 03:27p RTC (530) 891-4243 p.1 0 April 2, 2003 APPLIED TESTING CONSULTANT'S Butte County Building Department 7 County Center Drive Oruville, CA 95965 Gentlemen: IVIAI GAUALJ C.[VU/IVCCKltVlf ! C:JI ll\U AINIJ 1INZWE .I WN i ©3 03/ /'S In accordance with your request, we have agreed to provide special inspection services for the A325 high strength bolting installation for. the Paradise fines True Value Building located at 14086 Skyway in Magalia, CA. The AP number for this Project is 066-330-030. 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 he established by a representative sample of bolts temiuned in aSkidmore-Wilhelm load cell device. This procedure will be executed per the specifications noted in the ATSC manual. Please call if further information is required. Very truly yours, APPLTED TESTTNG CONSULTANTS I� Brad Forsythe Vice -President & Director of Operations 3060 Thomtree Drivc, Suite 10 e Chico, CA 95973 o Telephone: (530) 891-0625 • Facsimile: (530) 891-4243 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will be issued until this verification is received. ( I personally plan to provide major labor and materials for construction. of the proposed property improvement :YES _NO ❑ �« - . EI�HAV_E�_ `___HAVE NOT signed an application for a building permit for the proposed work. 3. I have con' cted with the following Person rm) to provide the proposed construction: NAME: 4. I plan to provi supervise, and NAME: ADDRESS: PHONE: 5. I will provide some the work indica d' NAME CONTRACTOR'S LICENSE NO. ons of this work, but -I have the following person to coordinate, the major work: �co CTOR'S LICENSE NO. work but I have con ted (hired) the following persons to provide ADDRESS TYPE OF WORK NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OWNER BUILDER INFORMATION Dear Property Owner: O.Ben I Y An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by,the; State of California and to have a business } license from the city or county. They are also required by law to put their'license number on all permits for which they t apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should .f' be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials t and other costs) is '$300 or more for the entire project ' p jest, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are - subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to -worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mc el C. Vi ira, C.B.O'- j M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code, OVER Paradise Pines True Value Hardware 14086 skyway Magalta, CA 95954 Phone: 530-873-1008 Fax:530-873-6427 Email:pptvh®netscape.net Butte County Building Dept. July 24, 2003 The building will be used for retail plumbing, electrical, nails & fasteners.ltems such as hot water heaters,pipe fittings,stove pipe & fittings,gutters,fencing,bolts, nails,screws, rope, electricaI wire (romex,service cable etc.) ladders,garbage cans, hoses, metal &aluminum stock,metal flashing. Sincerely Dale Witt Owner/Manager Mm M"Ol 9180 Apr 10 03 08s18a ATC (530) 881-4243 p.1 f A J[Jrr APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TF4TT13G AwD n4SPECTTON April 2, 2003 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Gentlemen: In accordance with your request, we have agreed to provide special inspection services for the A325 high strength bolting installation for the Paradise Pines True Value Building located at 14086 Skyway in Magalia, CA. The AP number for this project is 066-330-030. 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-Wilhclm 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, Suite 10 • Chico, CA 95973 • Telephone: (530) 891.6625 • Fnccimilc: (530) 891-4243 04/14/2003 06:24 9163401451 PORVENE DOORS IN PAGE 01 POgvENE s ■ r PORVENE DOORS, INC. WINDLOAD BASED ON ASTM E330-97 MODEL SIZE (UP TO) PRESSURE WIND VELOCITY REPORT NO. 211 12'X 15' 10 PSF 63.3 MPH .438W-7 231 12'X 18' 20 PSF 89.5 MPH 03-31031.01 231 14'X 18' 15 PSF 77.5 MPH 438W-4 233 12'X 18' 60 PSF 155.0 MPH 03-31033.01 233 16' X 18' 45 PSF 134.3 MPH 03-31004.01 233 20'X 18' 20 PSF 89.5 MPH 03-30939.01 IN ORDER TO ACHIEVE THESE RESULTS: THE SLIDE BOLT LOCKS MUST BE ENGAGED AND LOCKED, EVERY AVAILABLE ANCHOR LOCATION ON GUIDES MUST HAVE THE PROPER FASTENER MOUNTED CORRECTLY, 12 GA. MINIMUM JAMBS REQUIRED FOR STEEL MOUNT APPLICATIONS. ALL POSTED RESULTS ARE TEST PRESSURE RESULTS IN PSF (POUNDS I SQ. FOOT) ALL TEST PRESSURE RESULTS ARE EQUIVALENT TO 150% DESIGN PRESSURE, FOR A COPY OF THE TEST RESULTS CONTACT PORVENE DOORS, INC. ENGINEERING DEPARTMENT. THERE IS A $26.00 TRANSCRIPT FEE FOR EACH TEST REPORT COPY. PORVENE DOORS, INC. 2001 ASTMEWD-97 ��radise-ines Trotualue aar-dware 44086 -Skyway Magalia; CA 95954 (330)_ 8731008 Butte County Building Department assessor_-ParceMumber_ OSS43"30 Gentlemen: This building -is -being, built-for=retail= hardware,sales. Sincereley, O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO ❑ 2. I HAVE ❑ HAVE NOT A signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) -to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to .provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER:_ DATE: 1=2 —4—D-3 NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: O.B.-1 An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. +rely,Viira, C.B.O. ,uilding Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER {i 4 / BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Environmental Health J U L 2 9 2003 Chico, California HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Narr Address Nature of Contact F BUILDING PERMIT NUMBER U3�C)315�: APN _(O6L� �30 -030 1." oes,your business or that`of your-tennants handle„ -store, or transport hazardous materials? f' NO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials” include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at t ndard temperature 4 pressure), or formulation containing hazardous material? standard O YES If you answered YES to 1 or 2, contact the Butte County Env! ronmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet -or the outer boundry of a school or schools'te? 0 NO )`YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air p tants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? NO ❑ YES If YES, contact the Butte County Air Pollution Co trot District (916-891-2882) for permit requirements. Owner or Authorized Company Representative Sig ature) (Date) BCEHD BCAPCD ❑ The applicant has met or is meeting the applicable requirements of Section 25.505, El25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regula' ns Do Not Apply To This Facility. BCEHD Signature CA Date BCAPCD Signature C VLRDate 6-" 0-S WHITE- Building Dept ❑ YELLOW- Env. Health ❑ PINK - APCD ❑ GOLDENROD -Fire Dept. 07-30-03P01:15 RCVD PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correc and legible. it may cause a delay in processing. W Owner's Name: Received By- �=��� Date: -S 311el 3 A.P. #: "3 0 C� 3 d Permit #: 403 -03 />r Time: � S� ContactPhoneNumber. �� _ ` �O Purpose of submittal: 0 Permit Application Data Item 0 Engineering 0 Plan Revision 0 Requested by Building Inspector or Correction Notice - Inspector's Name: By Plan's Examiner- ExamineesName: 0 Other. 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 cloft show When Approved, Process as Follows: 0 Mail to Owner at this address: 0 Mail to Contractor at this address: 0 Call . and hold for pickup at the 0 Chico Office 0 Oroville Office 0 Deliver with nest inspection. Revised Plan Check Fee: 0 546.00 Receipt #: 0 Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: � f ' PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to. every item requested in our plan correction letter. `By others" is not considered a valid respond. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER ANn RF n pori wT7u DCVTcen A un nsrg--r............ OWNERSNAME DATE: NA y.•�-- 1/,&, (-,e W + � (// 1- 0 ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: PL -7 LOCATION ON PLANS/CALCS: COMMENTS: OlVUan5v OAJ C.,O. );p4A / COMMENTS: PLAN CHECK ITEM # RESPONSE BY: P3 CA"54-47, LOCATION ON PLANS/CALCS: L COMMENTS: �-� h COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: PLAN CHECK ITEM # 4� RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: • 'RESPONSE FOR PLAN CHECK LETTER OATEO: PLAN CHECK ITEM N RESPONSE BY: S: LOCATION ON PLANL S PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM 0RESPONSE BY: LOCATION ON PLANS/CALCS: w flCr- COMMENTS: I%6-�/S°8 17 ALAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: r'orJ�'dc f Gam` t//i� o..c :OMMENTS: &-g- �/, PLAN CHECK ITEM P RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY. LOCATION ON PLANS/CALCS: COMMENTS: ECHECKITEM SPONSE BY:LOCATION ON PLANS/CALCS: 1452 325 ADOSEAIRICOOLERS (25023) S45A Traveler, 4000/4500 CFM Side. Discharge Ducted Evaporative Cooler, Heavy Duty Pump With Flame Retardant Plastic Case, Adjustable Fioat Valve, Balance Blower Wheel, Polybond Polyester/Epoxy Coated Steel Cabinet, Motor Not included, Order Separately, lases Either Model #845A (Item r 492592) Or Model #871A (Item T 492000), 5 Year Warranty on Cabinet Leakage Due To Rust. OR RDCS: 07.00.09,12,10.20 UPC: 047906695800 Codes: PROJECT PROCESSING RECORD Applicant: l� t `�'{` Owner: l A.P. #: �iOiO " ?J�b -� Permit Work Description: Date Description of Step or Status -mac �-�-�-►� - is -C� 5. �•3 u -c,- �, -1 - 0 - lo- Uq.�.,�� WWI . . .. . ......... 5�YU-C' , v PIA� ) May 9, 2003 Dale Witt 14086 Skyway 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: 066-3 30-03 0 Building Permit Number: 03-0315 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: Provide location of check-out counter on the plans. Provide handicap accessible requirements for employee work station and public side of check-out counters. Per my conversation with Mr. Witt, this building is a stand alone retail store. Please provide the requested information. The evaporative cooler will be used for ventilation requirements and with such use will be required to be interconnected with the lighting system. The purpose of this requirement is to provide ventilation to the building whenever it is occupied. Please note requirement on the plans. 3. You have provided the manufacturer's specifications for the evaporative cooler but you haven't specified which one you will be using to meet ventilation requirements. Please provide specifics. Provide construction detail of the entire fire -assembly from floor to top of parapet. . Plans are to identify the specific assembly from either the building code or the Gypsum Association book. The detail shown on sheet two of the plans will not meet requirements. Even though the parapet is not required, it is a wall less than 20 feet from the property line and the entire height of the wall is required to be protected and of the same construction. The corner metal building support has also not been adequately protected with a one hour assembly. Your engineer of record is to address this condition. The energy calculations will need to be corrected for the following: the entire building is heated and cooled and the storage area has more than 10 BTU's per square foot and so must be included in the energy calculations or remove heating unit, natural ventilation is modeled when it is actually evaporative cooling. 6. Our Building Official, Michael Vieira, wants you to apply for a demolition permit for the two covered areas which were constructed without permits and which do not meet building code 1 of 2 6 1 0 requirements for construction within 20 feet of a property line. This is to be done concurrently with the issuance of this building permit. STRUCTURAL COMMENTS: 1. Approved with second submittal. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: FLT Engineering 2 of 2 March 28, 2003 Dale Witt 14086 Skyway 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: 066-3 3 0-03 0 Building Permit Number: 03-0315 ��3_ -look Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: �! Provide four elevation views of this structure. Provide required handicap accessible parking -indicate path of travel to building. Provide j� type of surface for path of travel. Provide location of check-out counter on the plans. Provide handicap accessible v requirements for employee work station and public side of check-out counters. Provide both male and female restroom accommodations. Male and female restrooms are required when number of employees exceeds four or number of accommodations is based on occupancy load of the building. Since one male and one female restroom are least restrictive of the two requirements, provide two restrooms, properly identified. Provide location of evaporative cooler. Provide means of egress illumination, identification and emergency power source (Section 1003.2 CBC) 7. Energy calculations must be signed by the party responsible for the plans. Party responsible for the plans is the party holding the license. An unlicensed designer does not meet the exemption from the Business and Professions Code. 8. Please provide a sketch of assembly component used for U -value as the Tables have not been used to denote these values. Show how values were obtained. Window and door areas differ from plans to calculations. 9. Provide specific manufacturer's specifications showing UL listing as permanent heat source, AFUE and ventilation requirements. Natural ventilation may not be used for this building. { This information is required to be submitted with the plan review response form. (kerosene eaters) 0,is rovide construction detail of the entire fire -assembly from floor to top of parapet. This wall identified as both a one-hour wall and a two-hour wall. Plans are to identify the specific assembly from either the building code or the Gypsum Association book. I 1 of 2 0 • pltk $lease provide mechanical ventilation per Section 1202.2.1 CBC. Plans are to specifically note current codes by Edition. . Metal building plans are incorrect code cycle. Provide plans per 2001 CBC/UBC 14. Plans not six 3x10 skylights and eight 2x6 skylights. Which is correct? STRT!!�CTURAL COMMENTS: Provide complete gravity and lateral design calculations for the metal building. Include calculations for the moment frames, braced frames, shear walls, roof and wall elements, openings, joints, splices, welds, bolts, connections etc. Please indicate the design criteria used in the calculations and reference current applicable codes. Specify seismic zone, wind speed, exposure, soil type, dead loads, live loads, collateral loads, etc. Provide complete plans and details showing the items noted above. Specify the ridge connection on the braced frame cross section detail on page E6/L of the lans. V/'*'Provide verification that any roll -up doors to be installed are adequate to resist wind loads and provide attachment details. Sr ecial inspection is required for installation of the high strength bolts per Section 1701 of the California Building Code. The special inspector must be employed by the owner. 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. Please provide this office with the name of the Butte County approved special inspector that you intend to employ. If you wish to discuss any of these requirements, please call (53 0) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Shee . "Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: FLT Engineering 2 of 2 PLA REVIEW RESPONSE FdC In order to expedite the review of your plans, please complete the following information and_ return this form with your .re -submittal. If this form is not complete, as to all correction items, we will not be able to accept.your re -submittal for review..There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location wherethe information can be found on the plans/calcs. A 1 1 A(.M I MV2 hUKM I U A WPY OF YUUK F OWNERS NAME ASSESSORS PARCEL NUMBER l4 ESPONSE FOR PLAN CHECK LETTER DATED: RETURN WITH REVISED DATE: '4 PERMIT NUMBER r ice.-, -7L- PLAN CHECK REM # RESPONSE BY: 44 LV LOCATION ON PLANS/CALCS: COMMENTS: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALLCS: COMMENTS: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # RESPONSE BY: nLT RESPONSE BY: COMMENTS: LOCATION ON PLANS/CALCS: COMMENTS: f r PLAN CHECK ITEM # RESPONSE BY: nLT LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: V'/A RESPONSE FOR PLAN CHECK LEl r PLAN CHECK REM / r*DATED: RESPONSE BY: LOCATION 04 P.LANS/CALCS: PLAN CHECK ITEM N T RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLANCHECKITEWX: .. . RESPONSE BY: _. .. .. LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: (COMMENTS: 5 ge OBT- T4 Z /SNt. it 2 sF.GT��i>i 1S`T f PLAN CHECK ITEM 0 RESPONSE BY:LO Look C A .TION ON PLANS/CALCS: COMMENTS: V GoOC.tv- PLAN CHECK ITEM M RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ' RESPONSE FOR PLAN CHECK LETTER DATE . PLAN CHECK ITEM N RESPONSE BY: COMMENTS: PLAN CHECK ITEM M RESPONSE BY: l4 rT COMMENTS: �p >< (Q. 41tCy j 4r�vfws PLAN CHECK ITEM N. IRESPONSE BY: imp LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: 00, c LOCATION ON PLANS/CALCS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: PLAN CHECK'ITEM N COMMENTS: I RESPONSE BY: LOCATION -ON PLANS/CALCS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM N RESPONSE BY: COMMENTS: LOCATION ON PLANS/CALCS: Owner: �ak 04� NON-RESIDENTIAL PLAN REVIEW GUIDE Building Permit Number: Plans Examiner: A. P. Number: © �4 _5 310 __0 30 GENERAL: 1. Plans designed and wet stamped by a California licensed architect or registered engineer. 2. Complete Code Analysis provided. 3. Proper description of work on the application 4. Special Inspection required for change of occupancy. 5. Zoning requirements - Planning Division approval for use and parking. 6. Land Development approval for improvements, drainage, and/or legal parcel. 7. Fire Marshal approval. 8. Environmental Health Department approval - ❑ Kitchen ❑ Pool ❑ H occupancy. 9. Hazardous Materials and Emissions Questionnaire. 10. Building permit valuation. 11. Existing violations on the property - Recorded notice of violation. 12. National Flood Insurance Program section 60.3(c)(3) "Require that all new construction and substantial improvements of non-residential within Zones A1- A30, AE, and Ah on the community's FIRM (i) have the lowest floor (including basement) elevated F above the base flood level, or (ii) together with attendant utility and sanitary facilities, be designed so that below the base flood level the structure is watertight with walls substantially impermeable to the passage of water and structural components having the capability of resisting hydrostatic and hydrodynamic loads and effects of buoyancy." PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or strictures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) OCCUPANCY REQUIREMENTS: 1. Compliance with specific occupancy requirement 2. Mixed Occupancies Ratio (Uniform Building Code section 504.3). 3. Occupant loads shall be determined in accordance with the requirements of UBC Chapter 10. In determining the occupant load, all portions of a building shall be presumed to occupied at the same time (UBC section 1003.2.2.2.1). 4. Occupancy Separations (Uniform Building Code section 302). 5. Area Separations (Uniform Building Code section 504.6). Fire walls due to location on property (Uniform Building Code section 503 and Table 5-A).._ �� jwat 7. Maximum height requirements (Uniform Building Code section506 and Table 5-B).% 8. Fire Sprinkler System (Uniform Building Code section 904). c � 9. Fire alarm system (UBC section 305.9 = E, 307.9 = H-6, 308.9 = I and 3 10. 10 = R-1). 10. Smoke Control (Uniform Building Code section 905). 2 11. Attic: Access, Draft Stop and Ventilation (Uniform Building Code section 1505). 12. Minimum Plumbing Facilities: The total occupant load shall be determined by minimum exiting require ents. e� minimum number of fixtures shall be calculated at fifty (50) percent male and fifty (50) percent female based on the total occupant load (Uniform Plumbing Code Table 4-1). a� Pagel of2 �� �r_O t& hd4�6o0 13. Full access to the disabled must be provided for the specific area of remodel, repair or addition. Additionally, 20% of the cost of the project must be invested in access features for the existing area of the building (Title 24). 14. Commercial Kitchen Grease Hoods (Uniform Mechanical Code section's 507 & 508). 15. National Electrical Code requirements (Medical - Article 517, Assembly -518, Garages - 511, etc.). 16. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. 17. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 18. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). TYPE OF CONSTRUCTION REQUIREMENTS: 1. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 2. Roof drainage (Uniform Building Code section 1506). 3. Parapets (Uniform Building Code section 709.4). 4. Floors and walls in water closet compartments and showers (Uniform Building Code section 807). 5. Guardrails (Uniform Building Code section 509). 6. Attic access and ventilation (Uniform Building Code section 1505). 7. Skylights (Uniform Building Code section 2409 & 2603.7). 8. Stages and platforms (Uniform Building Code section 405). 9. Interior Finishes-Flame Spread Classification and Maximum Flame Spread (UBC chapter 8). 10. Foam plastic insulation (Uniform Building Code section 2602). 11. Glazing in Hazardous locations (Uniform Building Code section 2406). MEANS OF EGRESS: 1. General egress requirements: 1.1. The Exit Access (Uniform Building Code section 1004). 1.2. The Exit (Uniform Building Code section 1005). 1.3. The Exit Discharge (Uniform Building Code 1006). 2. Number of exits (Uniform Building Code Table 10-A). 3. Egress width requirements (Uniform Building Code Table 10-B). 4. Stairway details - landings, rise and run, head clearance, handrails (UBC section 1003.3.3 & CBC 1133B.4.5.3). 5. Multistory buildings must provide access by accessible ramp or elevator CBC 1103B. Accessibility for existing buildings must comply with CBC 1134B. 6. Every corridor and hallway serving an occupant load of 10 or more shall not be less than 44" in width. Corridors and hallways serving an occupant load of less than 10 shall not be less than 36" in width (CBC 1133B.3.1). 7. Maximum travel distance to exits (Uniform Building Code section 1004.2.5.2.1 & 1004.2.5.2.2). 8. Egress requirements based upon occupancy category (Uniform Building Code section 1007). 9. Exit signs and illumination (Uniform Building Code 1003.2.8 & 1003.2.9). 10. Floor level exit signs in Group R-1 occupancy (Uniform Building Code 1007.6.2). 11. Aisles and seat spacing (Uniform Building Code section 1440.3.2). 12. Doors (Uniform Building Code section 1003.3.1). MISCELLANEOUS REQUIREMENTS: 1. Brick or stone veneer (Uniform Building Code section 1403). 2. Energy design compliance and supporting documentation. 3. Special Inspection requirements (Uniform Building Code section 1701): 3.1. [1High Strength Bolting. _ _' 3.2. El Field Welding. A Vt1Xi1aX-� 3.3. ❑ Masonry (full stress). ` d U/ dz 3.4. ❑ Concrete (f c > 2500 psi). 4. Special Certificates - Mill Certificates. 5. Expansive soil - special foundation design required. vl 1 BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. v U 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Identify Occupancy and Construction Type on the Application and Permit. Page 2 U 2 f roke,�` Quo 44tevn. I D NON-RESIDENTIAL PLAN REVIEW GUIDE Owner: �)O, ) Building Permit Number: 0 3 —0 � (G— Plans Examiner: A. P. Number: (�0CD— 3-50 ~© 3D GENERAL: ,sl! Plans designed and wet stamped by a California licensed architect or registered engineer. Complete Code Analysis provided. Proper description of work on the application. Special Inspection required for change of occupancy. Zoning requirements - Planning Division approval for use and parking. Land Development approval for improvements, drainage, and/or legal parcel. Fire Marshal approval. Environmental Health Department approval — ❑ Kitchen ❑ Pool ❑ H occupancy. 9 Hazardous Materials and Emissions Questionnaire. 0. uilding permit valuation. Existing violations on the property - Recorded notice of violation. National Flood Insurance Program section 60.3(c)(3) "Require that all new construction and substantial improvements of non-residential within Zones A 1— A30, AE, and Ah on the community's FIRM (i) have the lowest floor (including basement) elevated 1' above the base flood level, or (ii) together with attendant utility and sanitary facilities, be designed so that below the base flood level the structure is watertight with walls substantially impermeable to the passage of water and structural components having the capability of resisting hydrostatic and hydrodynamic loads and effects of buoyancy." PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. PGrading, fills and/or drainage. Flood hazard. 6. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement �l! Building or utilities across lot lines (Lot merger approval by Butte County Land Development) OCCUPANCY REQUIREMENTS: 1. Compliance with specific occupancy requirement 2. Mixed Occupancies Ratio (Uniform Building Code section 504.3). 3. Occupant loads shall be determined in accordance with the requirements of UBC Chapter 10. In determining the occupant " load, all portions of a building shall be presumed to occupied at the same time (UBC section 1003.2.2.2.1). 4. Occupancy Separations (Uniform Building Code section 302). 5. Area Separations (Uniform Building Code section 504.6). 6. Fire walls due to location on property (Uniform Building Code section 503 and Table 5-A). 7. Maximum height requirements (Uniform Building Code section506 and Table 5-B). 8. Fire Sprinkler System (Uniform Building Code section 904). 9. Fire alarm system (UBC section 305.9 = E, 307.9 = H-6, 308.9 = I and 3 10. 10 = R-1). 10. Smoke Control (Uniform Building Code section 905). L1 Attic: Access, Draft Stop and Ventilation (Uniform Building Code section 1505). Minimum Plumbing Facilities: The total occupant load shall be determined by minimum exiting requirements. The minimum number of fixtures shall be calculated at fifty (50) percent male and fifty (50) percent female based on,the ,total occupant load (Uniform Plumbing Code Table 4-1). Pagel of 2'1-Q pa-4�14-1 n U c.�- -Tax)-; <e Dco ullaccess to the disabled must be provided for the specific area of remodel, repair or addition. Additionally, 20% of the st of the project must be invested in access features for the existing area of the building (Title 24). X.Commercial Kitchen Grease Hoods (Uniform Mechanical Code section's 507 & 508). 15. National Electrical Code requirements (Medical - Article 517, Assembly -518, Garages - 511, etc.). Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 18. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). TYPE OF CONSTRUCTION REQUIREMENTS: 1. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 2. Roof drainage (Uniform Building Code section 1506). 3. Parapets (Uniform Building Code section 709.4). 4. Floors and walls in water closet compartments and showers (Uniform Building Code section 807). 5. Guardrails (Uniform Building Code section 509). 6. Attic access and ventilation (Uniform Building Code section 1505). 7. Skylights (Uniform Building Code section 2409 & 2603.7). 8. Stages and platforms (Uniform Building Code section 405). 9. Interior Finishes -Flame Spread Classification and Maximum Flame Spread (UBC chapter 8). 10. Foam plastic insulation (Uniform Building Code section 2602). 11. Glazing in Hazardous locations (Uniform Building Code section 2406). MEANS OF EGRESS: 1. General egress requirements: VL�� d e 1.1. The Exit Access (Uniform Building Code section 1004). 6 n 1.2. The Exit (Uniform Building Code section 1005). t �/ 1.3. The Exit Discharge (Uniform Building Code 1006). t p o 3, 2, 97??td/rQ 0 f e U 2. Number of exits (Uniform Building Code Table 10-A). / `�1•yt i n a-47 p -n V 3. Egress width requirements (Uniform Building Code Table 10-B).�.�- 4. Stairway details - landings, rise and run, head clearance, handrails (UBC section 1003.3 & CBB.4�.3 5. Multistory buildings must provide access by accessible ramp or elevator CBC 1103B. Accessibility for existing buildings must comply with CBC 1134B. 6. Every corridor and hallway serving an occupant load of 10 or more shall not be less than 44" in width. Corridors and hallways serving an occupant load of less than 10 shall not be less than 36" in width (CBC 1133B.3.1). 7. Maximum travel distance to exits (Uniform Building Code section 1004.2.5.2.1 & 1004.2.5.2.2). Egress requirements based upon occupancy category (Uniform Building Code section 1007). xit signs and illumination (Uniform Building Code 1003.2.8 & 1003.2.9). Floor level exit signs in Group R-1 occupancy (Uniform Building Code 1007.6.2). 11. Aisles and seat spacing (Uniform Building Code section 1440.3.2). 12. Doors (Uniform Building Code section 1003.3.1). MISCELLANEOUS REQUIREMENTS: 1. Brick or stone veneer (Uniform Building Code section 1403). 2. Energy design compliance and supporting documentation. 3. Special Inspection requirements (Uniform Building Code section 1701): 3.1. ❑ High Strength Bolting. 3.2. ❑ Field Welding. J(,6 3.3. ❑ Masonry (full stress). 3.4. ❑ Concrete (f c > 2500 psi). 4. Special Certificates - Mill Certificates. 5. Expansive soil - special foundation design required. BUILDING PERMIT REQUIREMENTS: ` 1. ❑ SRA. ,Q 2. ❑ Flood elevation certificate. 3. El Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. /'' //�C� 6. ❑ Identify Occupancy and Construction Type on the Application and Permit. ['j VCf U� 16ZI-r� 12>� zz l 0 Page 2 d2 E.H. use qWy Plot Plan Attached Floor Plan Attached Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance -k/,4 - I � o 33cr�� Owner Locdan AP# Plan Approved for: Sew ems, I� Water Supply: P blic Private Well Clearance for dwel g. Other a�j M n r1, hP . v N �C- _ L Hold final for: Final clearance O.K. for: NOTE: r-, I,VNr,,5 ChJ 8/96 U'' X BUTTE COUNTY ' DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BP041878 LICENSED CONTRACTORS DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 08/09/2004 APN•' 066-330-030-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 14086 SKYWAY MAG Date: Contractor: Map Index: Description: ADD'L COV ENTRY &CHANGE SIDING TO DEy thattIII Pena ILof nd r I hereby affirm underp am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 WOOD Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a Owner: WITT FAMILY TRUST signed statement that he or she is licensed pursuant to the provisions of WITT EARNEST D & LORETHA O the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or TRUSTEES she is exempt therefrom and the basis for the alleged exemption. Any 14086 SKYWAY violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): MAGALIA, CA 95954 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, Applicant: WITT FAMILY TRUST provided that such improvements are not intended or offered for WITT EARNEST D & LORETHA O sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of TRUSTEES proving that he or she did not build or improve for the purpose of 14086 SKYWAY sale.). MAGALIA, CA 95954 ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article fohe Business a d -Pr ssions Code Contractor: Date:1L '6 Owner: 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 License #: Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: FLT Carrier: Policy #: I certify that in the performance of the work for which this permit is Total Square Ft: 110 S.F. issued. 1 shall not employ any person in any manner so as to Valuation' $1 760.00 become subject to the workers' compensation laws of California, - and agree that if I should become subject to the workers' Census Code: compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. �] qS. ', 6 Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This pertpit)s hereby issued under the 9pplicable provisions of the Butte Coun y Cod and/or I hereby affirm that there is a construction lending agency for the Re n to do -work in 1 ted ab - fo '6vhich fees have been paid. n performance of the work for which this permit is issued (Sec 3097 Civ.) Name: vdo-work Date: U V EXPIRES Address: PERMIT ON: Da ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the ownerpr the duly authorized ent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance f ny official form or ocu n of Butte County. I hereby authorize rep es s of Butte Co enter enter upon the above mentioned property for inspection purposua tint Name: �`1 C lS� j Signature: — k��k "(-4 Date: ❑ Owner ❑ Contractor 0 Agent for Owner 0 Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQ UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" APPLICANT NAME OWNER Last Name _G / '� V t irst Name Address , O% S City ruw I, I clk—State Zip Zip Phon -I _ IC)0�b Fax E-mail Lic. # APPLICANT NAME CONTRACTOR Name City Address Fzip City Fax State Zip Phone Type Const. Fax E-mail Map BookPage Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name I= (— City Address Fzip City Fax State Zip Phone Type Const. Fax E-mail Map BookPage State License Number APPLICANT NAME Name Address City State Fzip Phone Fax E-mail APPLICANT SIGNATURE X For office use onl LOCATION Zoning - 3300,�S 0 Flood Zone SRA Yes No Occ. Type Const. Subdivision Name Policy Number Map BookPage Carrier Lot # -� Planner Date Approved: PERMIT NO. BPOLHM a OVER FOR SUBMITTAL REQUIREMENTS I K:\FORMSWILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: t.� O Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received bPW Amount: 30 L . -G3 Bldg .37 SRA Receipt #: go(osssi Sheriff SMIP Date: aS/ U "Other 11 3�'� 3 O Total REV 6-16-04 LOCATION L,s=e (o - 3300,�S 0 Property Address q687( r Cross Street WORKER'S COMPENSATION Policy Number Carrier Nhiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS I K:\FORMSWILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: t.� O Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received bPW Amount: 30 L . -G3 Bldg .37 SRA Receipt #: go(osssi Sheriff SMIP Date: aS/ U "Other 11 3�'� 3 O Total REV 6-16-04 o3 b3 o— SUBMITTAL REQUIREMENTS ,The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineeredplans(if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ S. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval kom-the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. , ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ' ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET ` �(o- 330-C)� OWNER: C ASSESSOR PARCEL NUMBE 1t-� Propose uilding Use: U Counter Technician Date: C9 1 Ite required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site.plans, 3 or 4 sets, signed by the preparer of the plans. _VI.O f- �uhm % (t)1 c f�&J7 M ❑ / 2. Complete plans, 3 or 4 se s signed by the preparer of the plans. 3. Engineered plans, 3 4 sets with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other_ _ Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22., City of Chico Plumbing permit........................................................................ 23. 'California Department of Fore try plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use: ('Ai(B)Parking: (C) Parcel Check: NOEL: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... El26. NPDES Form.........................:................................................................ ❑ 27. Encroachment Permit for driveway f om the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization ...................................... :............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ _ .3.4.. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... 1136. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone !9-23-1 and hold for pickup. I have been informed, of the aboveatems and�equirements for obtainin a building permit. �*- Applicant: �LI _ ` Date: 1. Index permit apph ation for the above items numbered: Plan Check Letter ,¢- 2. Additional items required 3 ,Q.�Ko Contractor, designer, owner, was advised of the above data by ne, ❑ mail, ❑ counter, by Date: 6�s� �lQ/2S Contractor, designer, own w s advised of thea ov to by phone, ❑mail, ❑ counte Date / Plans reviewed by: Date: 'Q Plans approved by: Date:: Structural reviewed by: 4f Date: S ctural approved by: Date: Note transfer by: Date: Yellow: Building Division 0.B.-1 OWNER -]BUILDER VERIFICATION Attention Property Owner: An "owner-buildee' building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit No building permit will be issued until this verification is received. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO ❑ 2 I DAVE ❑ HAVE NOT''Ksigned an application for a building permit for the proposed work. I have contrasted with the following person (firm) to provide the proposed contraction: NAME: ' ADDRESS: MY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CITY: CONTRACTOR'S LICKNSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: , NAME ADDRESS PHONE TYPE OF WORK DATE:_(, 2�=d NOTA: This Owner -Builder Verification is required by Section 19831 and 19532 of the California Health and Safety Code. TTsis Verification mast be completed and returned to our office before we are permitted to issue the permit OWNER BUILDI?-P Il�ORMATION Dear Property ft2er. improvements far a building p has been submitted ipeciffe&s y� name Hsfmg Yourself as the builder of property For your profec A You should be aware that as "owner - a P� Bmldmg p� are not requited to be signed by PmP' °v6ers bider" You are the responsible party frecord on such oven work. If your work is being papplies for the erformed by someone other unless they are personally performing their liability if that person er than Yourself, you may Pmt yourself from possible propel Pmt m his or her name. license from am required by law to be licensed and bonded by the StateStateo f California and to have a business �Y Drcounty. They are also required by ]aysr to put their license number on all p"ehmits for which they aPP1Y• be aware of the " w do Your own world Yoau the exceoonofnarionstradesthatyou !an tosub� �rmationfar r benefit and prvteaiom P CO��, You should d Ifyou employ or otM-OdPe M9w any persons other than your timed iate and other costs) is $300 or more for fireY, and the work (fhhchhding subcontractors, Bien yon may be an employe PmI and such persons are not licensed as confractors or subIf you are an employer. you must register with. the State and Federal t io J to several obligation ��g state and as an employer and you are wO&= compensation , disabilityfedcral mcome tax R�hholdm& federal social serity,tahces, ♦ There may be financial risks for ms�ce costs, and unemploym� conpensation coniri' xdons. with respect to worker's m on .Y °� these obligations, had these ridm are especially serious ♦ For more specific mon about your obiigatiow under Federal, if YOU wish, the U.S. Small Business . contract the internal itevemhe Service (and, State.Le% contact the Departm= ofBeaefit ). For more c i ofIn assn about your obligations under Payments and the Division of industriial Axl ents. If The s is amended fear sale, Pmp�Y owners who are not ficeased w�, P,os°�y or through their own employees, a licensed yrs are allowed too perform their contraCtar ar subc t r, only under limited A frequent practice of unlicensed _ paralk Pons Professing to be a� actors is to s permits areWnon * �b* � � XDP� o� iired to be signed by Prop=ys providing his or her own labor and bu'lde�' buh'ldmg 3 on IiC,°ased rs may Owners unblyess they a� a P their o wo* P,,na ySuh7dmg cammrmhty or at:1020 N Street; Satz= C b Obtaincontr� the yrs Stats License Board in your 95914. Please complete the "Ow= Builder VenficahW on the are aware of Shese matters, The b reverse side of this farm so fiat we can. confirm that you nildiag Permit will not be issued until the verification is returned. V02M T Fits 0MU7 Builderinformadon Ir required by Section 14830 of &e Ccffornk Sea19t amd Safety Coda PLAN REVISION Owner's Name: ZA% (�� j AP#: Q���� 30 ' r) S 0, BP#: Q L�' / % Received By: Date: !y/ Time: ? _ �/a a Contact Person & Phone Number: PURPOSE. OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice — Inspector's Name: ❑ Requested by Plan's Examiner — Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pick-up. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $54.99 Receipt #: ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 Star Building Systems P.O. Bog 94910 Oklahoma City, OK 73143 June 4, 2004 (405) 636-2010 1-800-879-7827 FAX (405) 636-2419 General Steel Corporation 1075 S Yukon Street, Suite 250 Lakewood, CO 80226 Subject: Star Job Number 10-13-46633 Gentlemen: This letter is in response to the plan check question submitted to Star Building Systems. The following are Star's responses: Item #1 It is acceptable to apply the plywood to the outside of the wall panel provided by Star. Star accepts no liability expressed or implied for the structural adequacy of the plywood or its attachment to the materials provided, by Star. . It This letter is intended to address only the issues above. Please feel free to contact Star Building Systems at your convenience with any further questions. Cordially, EXPIRATION DATE 06/30/05 9600S. T-3.5_ M—Inhoma City OK 73149 I Star Building Systems P.O. Box 94910 Oklahoma City, OK 73143 June 4, 2004 (405) 636-2010 1-800-879-7827 FAX (405)636-2419 General Steel Corporation 1075 S Yukon Street, Suite 250 Lakewood, CO 80226 Subject: Star Job Number 10-13-46633 Gentlemen: This letter is in response to the plan check question submitted to Star Building Systems. The following are Star's responses: Item #1 It is acceptable to apply the plywood to the outside of the wall panel provided by Star. Star accepts no liability expressed or implied for the structural adequacy of the plywood or its attachment to the materials provided by Star. This letter is intended to address only the issues above. Please feel free to contact Star Building Systems at your convenience with any further questions. t Cordially, EXPIRA T 10N DATE 06/30/05 9660S_ T-35. Oklahoma Citv' OK 7314() n Star Building Systems P.O. Box 94910 Oklahoma City, OK 73143 June 4, 2004` (405) 636-2010 .` 1-800-879-7827 FAX (405)636-2419 General Steel Corporation 1075 S Yukon Street, Suite 250 Lakewood, CO 80226 Subject: Star Job Number 10-B-46633 Gentlemen: This letter is in response to the plan check question submitted to Star Building Systems. The following are Star's responses: Item #1 It is acceptable to apply the plywood to the outside of the wall panel provided by Star. Star accepts no liability expressed or implied for the structural adequacy of the plywood or its attachment to the materials provided by Star. - This letter is intended to address only the issues above. Please feel free to contact Star Building Systems at your convenience with any further questions. Cordially, EXPIRATION DATE 06/30/05 96005. 1-3.5_ Ok)nhoma City OK 71149 V f z CIVIL - STRUCTURAL � BY: % " DATE: � �¢ SHEET N0. / _ l OF 3 (530) 872-0254 FAX (530) 872-9331 ``Z1 21? / 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. PROJECT: D47&� k, -'l rr SUBJECT:.�G,o�'' /S Z>Z> � TD � 2 -bfL.a �;o �% 777 LS T°N9\ No. 324 4 Vr f CIVI N� 6�Z,� `� S�•c �.� = `l % S� Re Expires 12 9_e0F CAUF��� Reg. p 12 - 31 - 2004 = 2, c%%+c, 3,g- A)/Z, Zu /,41/ I"fZ_S le00"� l07e41G7T% E' Cir�JT POS'j3 1- (r49 ' Sr O.Gr �!% ,-o©,= Ste- �6'� a , 2%•� /g l- � 5 FLU EMOHEEMOH8 CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 OcTRUCTUML C&LCU MOO HO BY: DATE: SHEET No. OF 3 CHECKED'BY: DATE: JOB No. �00� �T.�c�C.T�J� E �CO•vT,) 7 rpt. O/� l�/ all ?.e gas. _, Z�2,��OZxfOd—t,O/.�2vleZD2KZzx2�-/D,�'� �ovs Ile �2:7OTlft%l�'S' r�piCiS'i7eif'7'.i✓�� 3, 03 FLU EMOOMEEROM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 07GRUC%UMM�f��Q%LCU QMCHS BY: DATE: SHEET No. OF - CHECKED BY: DATE: JOB No. g2/7Z g�E� -�7 p �lJir/G '5t-/ 3I yC�iZe /6777e- 7- 33 002 A�Sr,; -G ;� 067�►L #/2 x f;16 77tZ SG.e'sr�s &- /Z r JUN -07-2010 09:09 AM TRUE VALUE Hi�F LWi,RE 5.3✓J o ; 3 6427 P.02 UbtWb/ 1694 15;57 UE39790084 GENERAL STEEL PAS 02 1)8/04/04 MI 11;29 FAX 405 BSS 1914 STAR DITILDI" SYYMS $ 002 Star Building Synem OMWNM Gqr, OR 73148 June 4, 2004 (4" 00 FAX NOn #M419 Q9n9t�16hat Gbrporetion 1075 S Won Streit, suits 2S0 L.alCaWWI CO IMS tlu )W: Star Job Nurnkw *54tN133 oartt>eman; This MW le In rxapo'tee to the plan ch$ck gM#On $ubrmltted to Star I>luBdlnp 9yst$me, The fgbwinp are Iter+$ ra$porme: HMO It $ ax$pWbleb stppty thb plywood to the Case of the watt potter provided by Star, Ste► &goofs no 1Mbsty ttWfted Or hP9$d br % 01%W adoquwy of the plywood or ft$ attatehmant to the rrmtMak provided by ftr. Thio fMet la irrt ned to aditu a* ttra loves sbotn. Pbao$ hal fru b contact Star Bukkig ayaw a at your wymionn, with any Who queetions, Q(ISIftATCR DAI WOOS 8WOS,1.35, Okla = city, OX 73149 _.... GENERAL STRUCTURAL NOTES 1. THE CONTRACTOR SHALL REVIEW ALL SHEETS OF PLANS AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION ( ANY EXCAVATION FOR FOUNDATIONS) AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. .ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF THE CALIFORNIA BUILDING CODE, AS REQUIRED FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SPECIFICALLY NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, BRACINGS AND SHORING REQUIRED FOR CONSTRUCTION. 6. THESE PLANS ARE NOT COMPLETE WITHOUT THE STAMP AND WET SIGNATURE OF THE DESIGN ENGINEER, VERIFYING ENGINEERED PORTIONS OF THE STRUCTURE, AND WITHOUT REVIEW AND AN APPROVAL OF THE LOCAL BUILDING OFFICIAL. 7. FOUNDATION DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF (NO SOILS REPORT). 8. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO CBC AND SHALL BE OF MINIMUM GRADES AS FOLLOWS, UNLESS NOTED OTHERWISE: 2x & 4x MEMBERS - D. F. NO. 2 6x MEMBERS- - D. F. NO. 1 9. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE ( CLOSE GRAIN) REDWOOD. 10. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARD PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23 -II -H OF CBC - DIAGRAM CASE 1), UNLESS NOTED OTHERWISE. 11. WOOD NAILING SHALL BE PROVIDE WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23 -II -13-1 OF CBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 12. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT CONNECTORS APPROVED BY ICBO MAY BE USED. 13. ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 14. THE ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 2000 PSI IN 28 DAYS. 15. METAL BUILDING CONSTRUCTION BY STAR BUILDING SYSTEMS. 16. CONNECTIONS OF WOOD SIDING AND 2x TRIMS TO METAL WALL SHEATHING WITH SHEET METAL SCREWS (OR SELF -DRILLING SHEET METAL SCREWS). 17. PREDRILL 2x WOOD MEMBERS AS REQUIRED TO AVOID CRACKING AND SPLITTING r SITE PLAN REVIEW APPLICATION Date: P, (Is -/ o � Permit Number (if applicable) ( 4_ If�� 0,-1 av APPLICANT INFORMATION Parcel .Size: Owners Name: �� l Owners Address: Q S� ! u Vk`L �'� IT U r p G 7 Telephone No.: Situs Address:' �i Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ' W1 Commercial Addition ❑ Commercial Remodel f ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER VICES INFORMATION (For Staff Use) ❑ Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved' By Date D-__ 1 .:�r ti ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: OAA - a5 00- 1 ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ® Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) `❑ 100 -Year Flood Plain: (See at�hed) v Flood Zone: • Flood Panel No.: 'Q (nW-1G O4c)OC Index Date: 9 $ ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit El Minor Variance El Administrative Permit ❑ Variance -- El Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: K, - C, Applicable Building Setbacks: Front Zoning Code Streets & Highways Fire Prevention Subdivision Map Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. AartA l ^f C :� Applicable Development Fees: Standard Fees P • � ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads , ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -------------------------------------- Subdivision Map Special Fees Amount Formula ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: El No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel '❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements S 1, Subdivision Map/Parcel Map: Map Date of Recording: - Lot: C4) a Book:`' Page: IN Use Permit/Minor Use Permit/(/ A -04A wC.c--- Permit Number: V A4- Date of Approval: t 0�' lo. `0� Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: [�9 Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway, and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa 0 T%--- a _re x 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarryslBuilding Permit Site Plan Reviewl.doc D— G -4r c 401 A 29. 49' 29 R=860.00 L- 147.47 had\ M S�/7 1 \� OEp9f EN/ � ii,.n •"Jn5Fy0 1^ Naq - 40' G + �`e QPr ern \Oa i eJ I� 'A A v 0. 39'07' R • 660.00 L . 14.79 ,W ew' N 89' 41' IS' 1 160.41 PARCEL 0. 482 Ac. A s 0. 30•.22" R= 86000 L n 132.68 290.00 PARCEL 2 0.947 Ac. .BUTTE'INOO ACCESS STRIP DEEDED O. -OR: -4 o n•ta u xes Found null LS' 2780 In mnuH* snttrat J �`, -J V ' HT4 36,6 `D V� •,• t'-'.. a aa.pa / ^C �p,KE T4 300 I NOTES: 1 NOTES: Nota+C-- Non -reclusive *Cement In common for Ing ms Note A - as per 43- Y.O.R.-8 dedication- . and epnre vehicular Parties and underground Nan-atcluslN eosemenl M common for pedestrian Ingress and agrees public utilities, aas Isr saraso disposal tteteme, \ sed undarOrouM DuDlic ufll ltire on, mar and acrote Ihoas strips of on, eves, under aril oerou 1M str'p o1 lana land dedOnotaa SMA LLQ. deslgnaled •Part Ino Eosemont.' \ \ Nola �B'-es Dar 43-11.0.111r8 dodication - Non•oacluslve easement In common for ingress and *grass, vehicular \ parting and an dergrwrd public utilities an, over, under and across IM drip of mesa designated `Parties Eassmeel". PARCELS ARE SUBJECT TO DEDICATIONS AND RESERVATIONS FOR SPECIFIC PURPOSES AS PER '43-10.0.R-6. ' ShaeIt 2 of 2 Sheets w - //() - 0 � ' \ -- - (3_ FA Scale 1"•30 LEGEND: 0 ••• Donates faund 6/6" n0or os per 43- mnR- 6. • Denotes 1med corner as shera. • Oo"to. (Quad y4 It" ploo LS 3634. O .. Mnot" set W Iron pipe LS 3634. Basis of Beorings: The California Coordinato State. Zone 2• as shorn as Amended Retard ofSurrey 33-R/S-9S. Distances sMo. her— are grid d issanaes; mu lliply by 1.0001138 'to obtain ground digonus PARCEL MAP FOR PARADISE PINES MOBILE HOME ESTATES. I NC. Being Lot 31 of SKYWAY PLAZA and Being o portion of the SW Y4 of Section 25 -T.23 N..-.; R.3 E^M.DB.(M. May , 1981 Butte County, California THIEL E. LIPPINCOTT GARY T. LIPPINCOTT L.S. 2780 L9. 634 RPP/NCOTT SURVEY/NG BILLE ROAD R0. BOX 671 FRRAOISE, CA 98969 PA 916/ 87764300 t� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- PE IT No. (Rev. 12/96) APPLICATION AND PERMIT ^,,G ASSESSOR PARCEL NUMBER 066-330-013 ZONING BUILDING PERMIT OWNER WITT DALE Fop A / JON 025 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 14086 SKYWAY MAGALIA CA 95954 NAME WMT 1INTRACTORS TELEPHONE CIIOIJ MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 15.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 14086 SKYWAY MAGALIA CA 95954 Energy Plan Checking Fee $ PERMIT FEE $ 35.00 LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other COMMERCIAL SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IX Describe Work: DEMO WOODEN STRUCTURE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.OA 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 is in full force and effect.POWEPPARATUS License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: J� 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 Main Service 200A TO +000A 46.00 NEW CONST. DWEwNG OCCUP. OR ADDNS. ( 8 ACC. S. s0 3.5¢1PT. T. NON.gESID. MULTI-OUTLETl CIRCUITS @7.50 8 SINGLER AOIJRE'T CIR. Ex. Occu OUTIET OR FOCTURES 20 @ I'50 BAg .sa iU(EO APIP OR Ex. Occup. ouTLETs RESID.)OR E0. S.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 permitis issued. My workers' compensation insurance carrier and, policy umber are: Carrier Policy Number _/� /j _ O� (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 wor ers' compensation provisions of section 3700 of the Labor Code, I shall fo ithVmply a 'si _ _te V �� 3 _C53_ gnatLr Applicant - ❑ Owner ❑ Contractor ❑ Agt?nt An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. I D. FEES IMP FLooD CDP I PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat d above for which fees have been paid. /� Z D to Q 03 PERMIT EXPIRES ON !� afe rReceipt No. f 6. ITE•D.D.S.-B. . CANARY -A ES OR PINK -INSPECTOR GOLDENROD•APPLICANT Demolition Permits Asbestos Notification Statement Date AP# Pursuant to section 19827.5 of the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or state and local agency which is authorized to issue demolition permits as to any building or structure except upon the receipt from the permit applicant of a copy of.each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency, or both, pursuant to Part 61 of Title 40 of the Code of Federal Regulations, or the successor to that part. The permit may be issued without the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may require the applicant to make the declaration in writing, or it may incorporate the applicant's response on the demolition permit appli- cation." Attached is a copy of my written asbestos notification to the United States Environmental Protection Agency for the demolition.project located at Signature of Applicant 6R I hereby declare that a written asbestos notification to the United States Environmental Protection Agency is not applicable to t1iis Zia ct. 5f _g`69 "r Applicant 2/19/91 ENGINEERING AND PRODUCT DATA 0 s'rA�i STAN BUILDING SYSTEMS O3 -03is BUTTE COUNT BUILDING DEPARTMENT ® STAR BUILDING ' SYSTEMS P. O. Box 9491 O Oklahoma City, OK 73143-4910 405-636-2010 FAX 405-636-2419 April 22, 2003 GENERAL STEEL CORPORATION ATTENTION: JORDAN BLUM 1075 S. YUKON STREET, STE 250 LAKEWOOD, CO 80226 Subject: PARADISE PINES TRUE VALUE MAGALIA, CA (A) SRLO 50'-0" x 100'-0" x 12'-0" Is 4@25'-0", Bay Spacings Star Job Number 10-B-46633 Gentlemen: This is to certify that materials for the subject structure have been designed in accordance with the order documents, specifically as shown per the attached Engineering Design Criteria Sheet. Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. The materials for this building have been designed in generalaccordance with the 9th edition, AISC Steel Construction Manual and 1996 AISI Cold Formed Steel Design Manual with 1999 addendum. Star Building Systems is certified by AISC in Category MB. These structural components have been designed at the Oklahoma City, OK, facility and will be fabricated at one or more of the following AISC certified locations: Monticello, IA; Lockeford, CA; Elizabethton, TN; Columbus, MS; or Rocky Mount, NC. These materials, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the attached loading requirements without exceeding the allowable working stress. This certification does not cover field modifications or the design of materials not furnished by Star Building Systems. The attached calculations are to remain with and form part of this Letter of Certification. The undersigned is not the engineer of record for the overall project. /pl Cordially, Haien u: lqcw- Manaqer o EXPIRATION 8600 South Interstate 35, Oklahoma City, OK 73149 fEEL coRroMnaN STRUCTURAL CALCULATIONS CUSTOMER TRUE VALUE JOB NO. 10-B-46633 TABLE OF CONTENTS DATA SHEET DESIGN SUMMARY REPORT BUILDING SKETCH FRAME PROFILES AND REACTIONS SPECIAL DETAILS SEISMIC CALCULATIONS SHADOW LOAD CALCULATIONS MEZZANINE CALCULATIONS RUNWAY BEAM CALCULATIONS SPECIAL CALCULATIONS COMPUTER GENERATED REPORTS PAGE NO. I 3 7 8 Job Number: Engineer: Building Code Building End Use Classification of Building Impact Loads Star Building Systems Engineering Services Design Criteria 10-B- 46633 JNM CA 2001 RETAIL Normal None Dead Load (Star material) 1.8 psf (Average weight of panels and purlins) Collateral Loads 0.0 psf (total) Sprinkler 0.0 psf 4.5 Ceiling 0.0 psf Sd Lights 0.0 psf Other 0.0 psf Fixed Service Equipment None Designed Roof Live Load 20.0 psf (Purlins) 20.0 psf (Frames) Ground Snow Load 37.0 psf Snow Exposure Factor 0.7 Normal Importance Factor 1 Roof Snow Load 26.0 psf Wind Speed 76.0 mph Wind Provision CA 2001 Building Designed Enclosed Wind Exposure C Importance Factor 1 Seismic Zone 4 Zone Factor Z 0.4 Ca 0.66 Transverse R 4.5 Longitudinal R 5.0 Soil Profile Sd 9 EXPIRATION DATE 06/30/05 F V L "Bracing size" as noted on Engineering documents and Erection drawings denotes thread diameter for rod bracing and wire strand cable diameter for wire strand cable bracing. Bolted joints with A325 Type 1 bolts greater than 1/2" diameter are specified as pretensioned joints in accordance with the "Specification for Structural Joints Using ASTM A325 or A490 Bolts, June 23, 2000". The turn -of -nut method of tightening is recommended. The manufacturer has not designed the structure for snow accumulation loads at the ground level which may impose snow loads on the wall framing by Star. Field located framed openings shall be located in the bay and elevation as documented in the sales order and as shown on the erection drawings. Installation of the framed openings at different locations may void the warranties and certifications as they apply to the materials supplied by Star. Materials provided by Star have been designed in accordance to the 2001 California Building Code, with no addendums, which fall under the jurisdiction of the Division of the State Architect (DSA/SS) or under the jurisdiction of the Office of Statewide Health Planning and Developments (OSHPD). Star Building Systems, OKC, OK User: jmeans Page: 3 Message Program - Version 2.01 Job Number: 46633A Design Summary Report run01 Date: 10/28/02 Manufacturing Plant - Lockeford, CA Start Time: 08:02:18 J:\Active\ENG\10-B-46633\ver01-jmeans\Bldg-A\run0l\ ------------------------------------------------------------------------------- M A I N B U I L D I N G D E S I G N S U M M A R Y R E P O R T BUILDING DATA PURLINS ---- Plane RPA :2@4.4044 3@5-0 1.1912 PURLINS ---- Plane RPC :2@4.4044 3@5-0 1.1912 Bay Live Load: 20.00 psf SRLO 50-0 x 100-0 x 12-0 1.:12 Tributary Check: . NO Bear Bays: 4@25-0 Ground snow: 37.00 psf Building Code: UBC 1997 Roof Snow Load: 25.90 psf Wind Exposure Category: C Wind Load: 76.00 mph Seismic Zone: 4 Dead Load: 1.82 psf -------------------------------------------------------------------------------- PANELS ----- Roof: SDR 26GA GALM Wall: SDW 26GA WHITE C 2.083 2.083 (DURA -RIB) (DURA -RIB) 25.000 8.5280 PURLIN PURLINS ---- Plane RPA :2@4.4044 3@5-0 1.1912 PURLINS ---- Plane RPC :2@4.4044 3@5-0 1.1912 Bay Length Member Size Brace L Lap R Lap Bear # (ft) Identification Locations Exten Exten Stiff --------------------------------------------------------------------- 1 25.000 8.5Z80 PURLIN None S 0.000 2.083 C 2 25.000 8.5280 PURLIN None C 2.083 2.083 C 3 25.000 8.5280 PURLIN None C 2.083 2.083 C 4 25.000 8.5280 PURLIN None C 2.083 0.000 S Plane(s) RPA Anti -Roll Hdwe @ 6 @ Frame Lines: 1-5 Bay Length Member Size Brace L Lap R Lap Bear # (ft) Identification Locations Exten Exten Stiff --------------------------------------------------------------------- 1 25.000 8.5Z80 PURLIN None S 0.000 2.083 C 2 25.000 8.5Z80 PURLIN None C 2.083 2.083 C 3 25.000 8.5280 PURLIN None C 2.083 2.083 C 4 25.000 8.5280 PURLIN None C 2.083 0.000 S Plane(s) RPC Anti -Roll Hdwe @ 6 @ Frame Lines: 1-5 STRUTS PLANES SWA ---- 8.5E92 ES @ Bays 1 - 4 STRUTS PLANES SWC ---- 8.5E92 ES @ Bays 1 - 4 BRACING ---- Roof:Diaphragm Plane SWA :Diaphragm Plane SWC :Diaphragm Plane EWB :Diaphragm Plane EWD :Diaphragm Star Building Systems, OKC, OK User: jmeans Page: 4 Message Program - Version 2.01 Job Number: 46633A Design Summary Report run01 Date: 10/28/02 Manufacturing Plant - Lockeford, CA Start Time: 08:02:18 J:\Active\ENG\10-B-46633\ver01-jmeans\Bldg-A\run01\ ------------------------------------------------------------------------------- SIDEWALL GIRTS ----- PLANE SWA ---- ( 8.5" Inset columns ) Bay Elev. Length Member Size Brace Member Size Identification (ft) L Lap R Lap # (ft -in) (ft) Identification Locations connections... Exten Exten --------------------------------------------------------------------- 1 7-4 25.000 8.5257 GIRT None S 0.000 1.083 C 2 7-4 25.000 8.5Z57 GIRT None C 1.083 1.083 C 3 7-4 25.000 8.5Z57 GIRT None C 1.083 1.083 C 4 7-4 25.000 8.5257 GIRT None C 1.083 0.000 S PLANE SWC ---- ( 8.5" Inset columns ) Bay Elev. Length Member Size Brace Member Size Identification (ft) L Lap R Lap # (ft -in) (ft) Identification Locations connections... Exten Exten --------------------------------------------------------------------- 1 7-4 25.000 8.5Z88 GIRT None S 0.000 0.188 S 2 7-4 25.000 8.5288 GIRT None S 0.188 0.188 S 3 7-4 25.000 8.5288 GIRT F.O. S 0.188 0.188 S 4 7-4 25.000 8.5288 GIRT None S 0.188 0.000 S ENDWALL PLANE EWB ---- ColdFormed type -I (PB) RAFTERS ----- Mem Description Length Start End # Member Size Identification (ft) (ft) (ft) ------------------------------------------------------------- 1 8.5C92 14.344 0.000 14.344 connections... Left: Type -II DSA Right: Type -I DSA 2 (2)-8.5C92 Y 10.035 14.344 24.378 connections... Left: Type -I DSA Right: Peak Splice 3 (2)-8.5C92 10.035 24.378 34.413 connections... Left: Peak Splice Right: Type -I DSA 4 8.5C92 14.344 34.413 48.757 connections... Left: Type -I DSA Right: Type -II DSA Type -II DSA = ( 6)-1/2" A307N bolts 0.178" Double Shear Angle Type -I DSA = ( 6)-1/2" A325N bolts 0.178" Double Shear Angle Peak Splice = ColdFormed Peak Splice Plate conn. Flange Braces at following purlins (horizontal distance from eave) PLANE SWA: 8.8088, 18.8088, 23.8088 FB=S-TYPE PLANE SWC: 8.8088, 18.8088, 23.8088 FB=S-TYPE Star Building Systems, OKC, OK User: jmeans Page: 5 Message Program - Version 2.01 Job Number: 46633A Design Summary Report run01 Date: 10/28/02 Manufacturing Plant - Lockeford, CA Start Time: 08:02:18 J:\Active\ENG\10-B-46633\ver01-jmeans\Bldg-A\run0l\ ------------------------------------------------------------------------------- GIRTS ----- ( 1" INSET ) Bay Elev. Length Member Size Brace L Lap R Lap # (ft -in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 7-4 15.000 8.5Z57 GIRT None S 0.000 0.000 S 2 7-4 20.000 8.5257 GIRT F.O. S 0.000 0.000 S 3 7-4 15.000 8.5Z57 GIRT None S 0.000 0.000 S COLUMNS ----- ( 1.0" Inset columns ) Col Description Base plate design information # Member Size Ident. Thickness & bolts (ft) (ft) ---------------------------------------------------------------------- 1 8.5C75 (2) -Clips w/(4)-0.75" A307 2 8.5C75 (2) -Clips w/(4)-0.75" A307 3 8.5C75 (2) -Clips w/(4)-0.75" A307 4 8.5C75 (2) -Clips w/(4)-0.75" A307 ENDWALL PLANE EWD ---- ColdFormed type -I (PB) RAFTERS ----- Mem Description Length Start End # Member Size Identification (ft) (ft) (ft) ------------------------------------------------------------- 1 (2)-10084 14.344 0.000 14.344 connections... Left: Type -II DSA Right: Type -I DSA 2 (2)-1OC84 10.035 14.344 24.378 connections... Left: Type -I DSA Right: Peak Splice 3 (2)-1OC84 10.035 24.378 34.413 connections... Left: Peak Splice Right: Type -I DSA 4 (2)-1OC84 14.344 34.413 48.757 connections... Left: Type -I DSA Right: Type -II DSA Type -II DSA = ( 6)-1/2" A307N bolts 0.178" Double Shear Angle Type -I DSA = ( 6)-1/2" A325N bolts 0.178" Double Shear Angle Peak Splice = ColdFormed Peak Splice Plate conn. Flange Braces at following purlins (horizontal distance from eave) PLANE SWA: 8.8088, 18.8088, 23.8088 FB=S-TYPE PLANE SWC: 8.8088, 18.8088, 23.8088 FB=S-TYPE Star Building Systems, OKC, OK User: jmeans Page: 6 Message Program - Version 2.01 Job Number: 46633A Design Summary Report run01 Date: 10/28/02 Manufacturing Plant - Lockeford, CA Start Time: 08:02:18 J:\Active\ENG\10-B-46633\ver01-jmeans\Bldg-A\run0l\ ------------------------------------------------------------------------------- GIRTS ----- ( FLUSH) Bay Elev. Length Member Size Brace Thickness L Lap R Lap # (ft -in) (ft) Identification Locations 2 Exten Exten --------------------------------------------------------------------- 1 7-4 15.000 8.5257 GIRT None S 0.000 0.000 S 2 7-4 20.0.00 8.5264 GIRT None S 0.000 0.000 S 3 7-4 15.000 8.5Z57 GIRT F.O. S 0.000 0.000 S 1 10-10 15.000 8.5Z57 GIRT None S 0.000 0.000 S 2 10-10 20.000 8.5257 GIRT None S 0.000 0.000 S 3 10-10 15.000 8.5257 GIRT None S 0.000 0.000 S COLUMNS ----- ( 0.0" Inset columns ) Col Description Base plate design information # Member Size Ident. Thickness & bolts 14-0 x 10-0 ---------------------------------------------------------------------- 1 8.5C92 (2) -Clips w/(4)-0.75" A307 2 8.5C92 (2) -Clips w/(4)-0.75" A307 3 8.5C92 (2) -Clips w/(4)-0.75" A307 4 8.5C92 (2) -Clips w/(4)-0.75" A307 FRAMES ----- Type Span Live Wind Eave Trib Frame Lines SRLO 50.000 20.00/ 76.00 12.00/ 25.00 2- 4 FRAMED OPENINGS: Qty Size Jamb & Header Wall Bay Distance 1 14-0 x 10-0 8.5C75 Ptd SWC 3 6-0 1 10-0 x 10-0 8.5C75 Ptd EWB 2 5-0 1 6-4 x 7-2 8.5C75 Ptd EWD 3 4-0 Page 7 N O N CM3 MUM O N r N 0.09 a N Co O's1 I• 0106 OaSI A 0 v E o0 0 J 1 N LU , E; v ago d J O MI DC7 -+>o b Q,Z l Oa51 0,07,Oa51 7'4 I I U t :::llTvl-r-1 I15'0 I_ 20'D I 15'D ENDWALL EWS C=MM O; 0 m co. 12 1.0 r- t :::llTvl-r-1 I15'0 I_ 20'D I 15'D ENDWALL EWS C=MM O; 0 m co. 8 SHEET JOB DATE / /2002 COLUMN REACTIONS REACTIONS PROVIDED: 1. Individual load reactions 2. List of load combinations used for design 3. Maximum reactions SPECIAL NOTES: NOTE#1: Anchor bolt size determined by shear and tension at steel line (bottom of the base plate). Bolt spacing will generally require the use of a bearing angle, or other means of shear transfer to the concrete. Length of bolt and method of load transfer to foundation are to be determined by the foundation engineer. NOTE#2: Individual Longitudinal seismic loads (LEQ) do not include Q0 amplification factor. The combined load combinations include Q0 x LEQ combination for the- design of anchor bolts embedment only (Not for foundation design) Star Building Systems FRAME DESCRIPTION: USER NAME:jmeans DATE:10/28/02 TIME:08:32:11 PAGE: 1-1 8600 S. I-35, Oklahoma City, OK 73149 srlo 50./12./25. 20./76./37. JOB NAME:46633A FILE:FL2-4.FRA DESIGN AND ESTIMATION INFORMATION FRAME ID #01 LOCATION: frame lines 2-4 STANDARD NOTES: WEIGHT: 1544 lbs DETAIL FILE: 10-B-46633\ver01-jmeans\Bldg-A\Drftg\xO1L (1) All sectional dimensions are in inches. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F.:50, FLG BRC:50, BOLTS:A325 SNUG TIGHT (2) All Flange lengths are measured along outer flange. PURLINS(horz. from eave) :8.5"-Z 2@4'-4 7/8",3@5' GIRTS (vert. from floor):8.5"-Z 7'-4"(BYPASS) O.F. WEB I.F 1.00 12 12' E.H. x E- M M m ~I CONNECTION DETAILS : ,-0. Location 1 2 3 4 5 Web Dep. 8.0 23.0 N/A 20.0 20.0 . Type BASE HORZ STF CAP (EXT) 2E/2E 2E/2E Plate(DN) 8.0X0.375 2.25X0.3125 5.0X0.25 6.0X0.5 6.0X0.375 Plate(UP) N/A N/A N/A 6.OXO. 5 6.0x0.375 Bolts (4)-3/4 N/A N/A (8)-3/4 (8) 5 Symm. Frame SD cc OD Star Building Systems FRAME DESCRIPTION: USER NAME:jmeans DATE:10/28/02 PAGE: 10 8600 S. i-35, Oklahoma City, OK 73149 srlo 50./12./25. 20./76./37 JOB NAME:46633A FILE:FL2-4.FRA SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #01 LOCATION:frame lines 2-4 NOTE: All reactions are in kips and kip -ft. TIME:08:32:11 nV.11'W tW Nc1T2kTTtW4 HL - vL MAD MOM AFArrTOM TABLE COLUMN LEFT COLUMN SNOW RIGHT COLUMN BASE PLATE 8.0X9.0X0.375 8.0X9.0X0.375 ANC. BOLTS WL1 (4)-3/4 LWL1 Longitudinal Primary Wind Load (4)-3/4 Unbalanced Left Roof Snow Load LOAD GROUP HL VL I LL HR VR LR DL 1.0 1.8 0.0 -1.0 1.8 0.0 SNOW 10.2 16.2 0.0 -10.2 16.2 0.0 LL 7.9 12.5 0.0 -7.9 12.5 0.0 EQ -0.9 -0.4 0.0 -0.9 0.4 0.0 WL1 -7.7 -7.6 0.0 1.6 -6.1 0.0 LWL1 -2.8 -6.9 0.0 2.8 -6.9 0.0 1 5.11 12.3 0.0 -5.1 3.9 0.0 HRLS S 1 5.11 3.91 0.0 -5.1 12.31 0.0 iVR WAND GROUP DL DESCRIPTION Roof Dead Load SNOW Roof Snow Load LL Roof Live Load EQ Lateral Seismic Load (parallel to plane of frame] WL1 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load LS Unbalanced Left Roof Snow Load RS Unbalanced Right Roof Snow Load 10 Star'Building Systems FRAME DESCRIPTION: USER NAME:jmeans DATE:10/28/02 PAGE: 11 8600 S. I-35, Oklahoma City, OK 73149 srlo 50./12./25. 20./76./37 JOB NAME:46633A FILE:FL2-4.FRA MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #01 LOCATION:frame lines 2-4 NOTES:(1) All reactions are in kips and kip -ft. TIME:08:32:11 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. Ranrrrcra ucrrATrcraa LOAD COMBINATION MAXIM M REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.OX9.OXO.375 8.OX9.OXO.375 ANC. BOLTS (4)-3/4 (4)-3/4 LOAD COMB HL I VL I LL HR I VR I LR GRAVITY LOAD COMBINATION 1 1 11.21 18.01 0.0 -11.21 18.01 0.0 WIND LOAD COMRTNATTON 10 9.8 14.6 0.0 -9.8 14.6 0.0 7 -6.7 -5.8 0.0 0.5 -4.3 0.0 8 -1.7 -5.1 0.01 1.7 -5.11 0.0 9 7.4 14.2 0.0 -10.4 14.91 0.0 TRANSVERSE EARTHQUAKE LOAD COMBINATION 5 1 2.0 2.2 0.0 -0.11 1.4 0.0 4 1 0.11 1.41 0.0 -2.01 2.21 0.0 1 DL +SNOW 4 DL +1.0714EQ 5 DL -1.0714EQ 7 DL +WL1 8 DL +LWL1 9 DL +SNOW +0.5WL1 10 DL +SNOW +0.5LWL1 11 StBr'Building Systems FRAME DESCRIPTION: USER NAME: DATE:11/01/02 PAGE: 12 8600 S. I-35, Oklahoma City, OK 73149 Endwall EWB JOB NAME:46633A FILE:REW3BLDG1 PATH: J:\Active\ENG\10-B-46633\ver0l-jmeans\Bldg-A\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip -ft. TIME:13:30:44 �+/r7A1T tlM1�TTAlQQ IVL IV1 IV2 IVR rtlsfl e_mnm 4RnPTTnu TaRr.r. EWB COLUMN LEFT COLUMN RIGHT COLUMN L INTERIOR COLUMN 1 INTERIOR COLUMN 2 BASE PLATE O.OXO.OX0.0 SNOW LOAD 0.OXO.OX0.0 O.OXO.OXO.0 O.OXO.OXO.0 ANC. BOLTS W- (4)-3/4 (4)-3/4 WIND FORCE FROM THE RIGHT (4)-3/4 WL (4)-3/4 LOAD GROUP HL VL I LL HR I VR LR H1 V1 I L1 H2 V2 L2 D 0. 0.2681 0. 0.1 0.268 0. 0. 0.587 0. 0. 0.587 0. L 0. 1.997 0. 0. 1.997 0. 0. 4.361 0. 0. 4.361 0. S 0. 2.587 0. 0. 2.587 0. 0. 5.648 0. 0. 5.648 0. W+ 0. -2.256 0. 0. -2.256 0. 0. -4.107 -1.549 0.1-4.107 -1.549 W- 0. -2.256 0. 0. -2.2561 0. 0. -4.107 1.549 0. -4.107 1.549 WR 0.,-2.256 0. 0. -2.256 0. 0. -4.107 0. 0. -4.107 0. WL 1 0. -2.256 01_0 1 -2.256 0. 0.1-4.1071 0.1 0.1-4.1071 0. LOAD GROUP D DESCRIPTION DEAD LOAD L LIVE LOAD S SNOW LOAD W+ WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION WR WIND FORCE FROM THE RIGHT WL WIND FORCE FROM THE LEFT LOAD COMBINATIONS : 11 D + S 21 D + W+ 3] D + W- 41 D + WR 5] D + WL 6] D + S + 1/2W+ 71 D+ S+ 1/2W- 81 D+ S+ 1/2WR 91 D + S + 1/2WL 10] D + 1/2S + W+ 111 D + 1/2S + W- 12] D + 1/2S + WR 131 D + 1/2S + WL Star'Building Systems FRAME DESCRIPTION: USER NAME: DATE:11/01/02 PAGE: 13 8600 S. 1-35, Oklahoma City, OK 73149 Endwall EWD JOB NAME:46633A FILE:REW4BLDG1 PATH: J:\Active\ENG\10-B-46633\ver01-jmeans\Bldg-A\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip -ft. TIME:13:30:44 REACTStw ut"209'rrnwa HL -1 VL IV1 IV2 rnan CRMW AP.A(_ PTAH TARLE 1VR EWD COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 INTERIOR COLUMN 2 BASE PLATE O.OXO.OXO.0 0.0X0.0X0.0 O.OXO.OXO.0 0.0X0.0X0.0 ANC. BOLTS SNOW LOAD (4)-3/4 (4)-3/4 W+ (4)-3/4 PRESSURE (4)-3/4 LOAD GROUP HL VL LL HR VR LR H1 I V1 L1 H2 V2 L2 D 0. 0.266 0. 0. 0.266 0. 0. 0.582 0. 0. 0.582 0. L 0. 1.997 0. 0. 1.997 0. 0. 4.361 0. 0. 4.361 0. S 0. 3.108 0. 0. 3.108 0. 0. 6.786 0. 0. 6.786 0. W+ 1.556 -3.631 0. 0. -2.256 0. 1.556 -5.352 -1.549 0. -4.107 -1.549 W- -1.556 -3.631 0. 0. -2.256 0. -1.556 -5.3521 1.549 0. -4.107 1.549 WR 0.,-2.256, + E+ 0. 0.,-2.256 15] 0. 0. -4.107 0. 0..-4.107 0. WL 0.1-2.2561 0.1 0.1-2.256. 0. 0. -4.107 0. 0.1-4.107 0. E+ 0.955 -0 . 8441 0.1 0.1 0. 0.1 0.955 -0.764 0. 0. 0. 0. E- -0.9551-0.8441 0.1 0.1 0. 0.1-0.955 -0.764 0. 0.1 0. 0. LOAD GROUP D DESCRIPTION DEAD LOAD L LIVE LOAD S SNOW LOAD W+ WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION WR WIND FORCE FROM THE RIGHT WL WIND FORCE FROM THE LEFT E+ EARTHQUAKE FORCE ACTING LEFT TO RIGHT E- EARTHQUAKE FORCE ACTING RIGHT TO LEFT LOAD COMBINATIONS : 1] D + S 21 D + W+ 3] D+W- 41 D+WR 5] D+WL 6] D + S + 1/2W+ 7] D+S+1/2W- 81 D+S+1/2WR 9] D + S + 1/2WL 101 D + 1/2S + W+ 11] D + 1/2S + W- 12] D + 1/2S + WR 131 D + 1/2S + WL 141 D + E+ 15] D+E- Star'Building System 8 USER NAME:ahurtz DATE:10/31/02 TIME:20:23:08 8600 S. I-35, Oklahoma City, OK 73149 DESCRIPTION: DWG FILE: drift0l.ntl DESIGN'INFORMATION 1. UNOBSTRUCTED SLIPPERY ROOF SURFACE IS ASSUMED. 2. UNHEATED ROOF SURFACE IS ASSUMED. DRIFT SNOW INPUT DATA DESIGN CODE....: UBC -97 DESIGN SITUATION....: ROOF PROJECTION GROUND SNOW LOAD (psf).......................... 37.000 LENGTH of PROJECTION (ft.) .................... 50.00 HEIGHT of PROJECTION (ft.) .................... 5.00 WIDTH of ROOF(ft.)........................... 100.00 DRIFT SNOW LOAD CALCULATION RESULTS - UNIT WEIGHT of ROOF SNOW (pcf).......................... 18.81 Pf = (Ce*Is)*Pg = (0.70*1.00)* 37.00= 25.90 Ps = Cs*Pf = 1.00* 25.90 = 25.90 Hd =(0.43*(L1)**(1./3.)*(Pg+10.)**(1./4.) - 1.5)/2. = 1.32 UNIFORM SNOW LOAD HEIGHT (ft) ........................... 1.38 DRIFT HEIGHT at STEP(ft) ............................... 1.32 DRIFT SNOW LOAD at STEP(psf)........................... . 24.90 DRIFT WIDTH(ft)........................................ . 5.30 DRIFT SNOW PROFILE 100, ROOF WIDTH • Star Building Systems, OKC, OK User: jmeans Page: 20 Bracing Design Program - Version 2.01 Job Number: 46633A Design Summary Report run01 Date: 10/28/02 Manufacturing Plant - Lockeford, CA Start Time: 08:01:57 * J:\Active\ENG\10-B-46633\ver01-jmeans\Bldg-A\run01\ ------------------------------------------------------------------------------- ***** TRANSVERSE BRACING DESIGN ***** STABILITY BRACING AT MAIN BUILDING ENDWALL PLANE EWB 15 SDW26 Wall Panel has a unit wind diaphragm capacity of 175 plf SDW26 Wall Panel has a unit seismic diaphragm capacity of 210 plf Total available resisting wind diaphragm capacity is 7 kips Total available resisting seismic diaphragm capacity is 8.40kips <1> - Using Eq(30-5) V=(2.5CaI/R)W; R=4.5 Wall diaphragm load Em=AoV; Ao=2.8 Amplification Factor Total via via Loading Condition Lat. Force X -Bracing Diaphragm --------------------------------------------- 1) Lateral Wind Load 1 from SWA to SWC --------- 1.556 --------- 0.000 --------- 1.556 2) Lateral Wind Load 1 from SWC to SWA 1.556 0.000 1.556 3) Lateral Seismic from planes SWA to SWC 2.431 0.000 2.496 Weight (W) <1> 4) Lateral Seismic from planes SWC to SWA 2.431 0.000 2.496 Weight (W) <1> --------------------------------------------- --------- kips --------- kips --------- kips <1> - Using Eq(30-5) V=(2.5CaI/R)W; R=4.5 Wall diaphragm load Em=AoV; Ao=2.8 Amplification Factor Star Building Systems, OKC, OK User: jmeans Page: 21 Bracing Design Program - Version 2.01 Job Number: 46633A Design Summary Report run01 Date: 10/28/02 Manufacturing Plant - Lockeford, CA Start Time: 08:01:57 * J:\Active\ENG\10-B-46633\ver01-jmeans\Bldg-A\run0l\ ------------------------------------------------------------------------------- ***** TRANSVERSE BRACING DESIGN ***** STABILITY BRACING AT MAIN BUILDING ENDWALL PLANE EWD SDW26 Wall Panel has a unit wind diaphragm capacity of 175 plf SDW26 Wall Panel has a unit seismic diaphragm capacity of 210 plf Total available resisting wind diaphragm capacity is 7.641667 kips Total available resisting seismic diaphragm capacity is 9.170kips Loading Condition --------------------------------------------- 1) Lateral Wind Load 1 from SWA to SWC 2) Lateral Wind Load 1 from SWC to SWA 3) Lateral Seismic from planes SWA to SWC 4) Lateral Seismic from planes SWC to SWA Total via Lat. Force X -Bracing 1.556 0.000 1.556 0.000 2.431 0.000 Weight (W) 2.431 0.000 Weight (W) --------- kips --------- kips <1> - Using Eq(30-5) V=(2.5CaI/R)W; R=4.5 Wall diaphragm load Em=AoV; Ao=2.8 Amplification Factor OR via Diaphragm 1.556 1.556 2.496 <1> 2.496 <1> kips Star Building Systems, OKC, OK User: jmeans Page: 16 Bracing Design Program - Version 2.01 Job Number: 46633A Design Summary Report run01 Date: 10/28/02 Manufacturing Plant - Lockeford, CA Start Time: 08:01:56 * J:\Active\ENG\10-B-46633\ver01-jmeans\Bldg-A\run0l\ ------------------------------------------------------------------------------- **** MAIN BUILDING SIDEWALL LONGITUDINAL BRACING DESIGN **** WALL STRUT LOADING AND FORCE TRANSMISSION 17 SDW26 Wall Panel has a unit wind diaphragm capacity of 175 plf SDW26 Wall Panel has a unit seismic diaphragm capacity of 210 plf Wall Brace External loading via via available strut elev applied to strut line bracing diaphragm diaphragm --------- ----------------------------------------------------------- PLANE SWC: Line 1 0.000 Transfered from roof Tier 1 12.00' 2.951 TOTAL X 1.00 = 2.951 0.042 @ FRAME LINE 1, 5 0.717 @ BAY 1, 2, 3, 4 Transfered = 9.858 NONE 9.109 18.060 Weight (W) <2> --------- ----------------------------------------------------------- kips kips kips kips <2> - Using Eq(30-5) V=(2.5CaI/R)W; R=5.0 Wall diaphragm load Em=AoV; Ao=2.8 Amplification Factor Wall Brace External loading via via available strut elev applied to strut line bracing diaphragm diaphragm --------- ----------------------------------------------------------- PLANE SWA: Line 4 0.000 Transfered from roof Tier 1 12.00' 2.951 TOTAL X 1.00 = 2.951 0.042 @ FRAME LINE 1, 5 0.717 @ BAY 1, 2, 3, 4 Transfered = 9.858 NONE 9.109 21.000 Weight (W) <2> --------- ----------------------------------------------------------- kips kips kips kips <2> - Using Eq(30-5) V=(2.5CaI/R)W; R=5.0 Wall diaphragm load Em=AoV; Ao=2.8 Amplification Factor Star Building Systems, OKC, OK User: jmeans Page: 17 Bracing Design Program - version 2.01 Job Number: 46633A Design Summary Report run01 Date: 10/28/02 Manufacturing Plant - Lockeford, CA Start Time: 08:01:56 * J:\Active\ENG\10-B-46633\ver01-jmeans\Bldg-A\run0l\ ------------------------------------------------------------------------------- **** MAIN BUILDING ROOF LONGITUDINAL BRACING DESIGN **** ROOF STRUT LOADING AND FORCE TRANSMISSION 1 8 Main Seismicforce-resisting system per: Uniform Building Code 1997 Edition Longitudinal seismic loading case 2 Brace (PLANE EWD endwall to opposite endwall is force direction) External loading Soil Profile Type ................................................... Sd Seismic Coefficient(Cv)............................................ 1.28 Near -Source factor(Nv)............................................. 2 Seismic Coefficient(Ca)............................................ 0.66 Near -Source factor(Na)............................................. 1.5 Building Period for MRF(T)......................................... 0.24 Building Period for CBF(T)......................................... 0.137 Building Period for EBF(T)......................................... 0.205 Seismic Reliability/Redundancy Factor ............................... 1.5 Zone force factor "Z" for Seismic ZONE 4 ............................ 0.4 Seismic importance factor (I) for standard occupancy structures..... 1 Seismic importance factor (Ip) for standard occupancy structures.... 1 Building minimum longitudinal R value ............................... 5 Building minimum transverse R value ................................. 4.5 Roof dead load included in Seismic force "W" (psf).................. 3.823 SDR26 Roof Panel has a unit wind diaphragm capacity of 222 plf SDR26 Roof Panel has a unit seismic diaphragm capacity of 177.6 plf Roof Brace External loading via via available strut --------- spans ----- applied to strut --------------------------- line bracing --------- diaphragm --------- diaphragm --------- PLANE RPC: 1 2.951 TOTAL X 1.00 = 2.951 0.042 @ FRAME LINE 1, 5 0.717 @ BAY 1, 2, 3, 4 15.000' Transfered = '6.907 NONE 2.442 17.760 2 6.907 TOTAL X 1.00 = 6.907 0.108 @ FRAME LINE 1, 5 1.673 @ BAY 1, 2, 3, 4 20.000' Transfered = 0.000 NONE NONE 17.760 3 6.907 TOTAL X 1.00 = 6.907 0.108 @ FRAME LINE 1, 5 1.673 @ BAY 1, 2, 3, 4 15.000' Transfered = 6.907 NONE 2.442 17.760 4 2.951 TOTAL X 1.00 = 2.951 0.042 @ FRAME LINE 1, 5 0.717 @ BAY 1, 2, 3, 4 PLANE RPA: Weight (W) <2> --------- ----------------------------------------------------------- <2> - Using Eq(30-5) V=(2.5CaI/R)W; R=5.0 Roof diaphragm load E=rhoV; rho=1.50 Roof Combination (E/1.4) Star Building Systems, OKC, OK User: jmeans Page: F1- 7 R -Frame Design Program - Version 0209.25 Job : 46633A Seismic Summary Report File: m.fra Date: 10/28/02 srlo 50./12./25. 20./76./37. Start Time: 08:02:04 -------------------------------------------------------------------------------- Main Seismic Force Resisting System Per Uniform Building Code 1997 Edition 20 Standard Use Category Building for Seismic Loadings SeismicZone ....................................................... 4 Seismic Earthquake Loads Required for Building ..................... Yes Seismic Zone Factor [Z] ............................................ 0.4000 Soil Profile Type .................................................. SD Seismic Numerical Coefficient [R] .................................. 4.5000 Seismic Importance Factor [I] ...................................... 1.0000 Storageor Warehouse Building ...................................... No Seismic Story Height [hn] (feet) ................................... 12.0000 Seismic Structural Period [T] (seconds) ............................ 0.2257 Seismic Coefficient [Ca] ........................................... 0.6600 Seismic Coefficient [Cv]........................................... 1.2800 Seismic Coefficient [Ct]........................................... 0.0350 Seismic Near -Source Factor [Na] .................................... 1.5000 Seismic Near -Source Factor [Nv].................................... 2.0000 Seismic Force Amplification Factor [OMEGAo] ........................ 2.8000 Seismic Redundancy/Reliability Factor [rho] ........................ 1.5000 Snow in Seismic Force Calculations [Used] M ....................... 0.00 Snow in Seismic Force Calculations [Min. Required] (%) ............. 0.00 Snow in Seismic Load Combinations [Used] (%) ....................... 0.00 Snow in Seismic Load Combinations [Min. Required] (%) .............. 0.00 Mezz. Live load in Seismic Force Calculations [Used] (%) ........... 0.00 Mezz. Live load in Seismic Force Calculations [Min. Required] 0.00 Mezz. Live load in Seismic Load Combinations [Used] M ............ 100.00 Mezz. Live load in Seismic Load Calculations [Min. Required] (%) ... 50.00 Building Height Limit (feet) ....................................... 160.0000 Seismic Story Drift Limit Factor ................................... No Limit Seismic Story Drift Limit .......................................... No Limit Seismic Coeff. [Cw] for Design Base Shear Equation: V = Cw W ....... 0.3667 Roof Dead Load = 3.962 Wall Weight = 0.900 Collateral Load = 0.000 Snow Load = 0.000 Rafter Crane Weight = 0.000 ------------------------------------- Total Roof Weight = 4.862 kips Total Roof Weight = 4.862 Mezznine Weight = 0.000 Col. Crane Weight = 0.000 ------------------------------------- TOTAL Bldg Weight = 4.862 kips X X Seismic Coeff. = 0.3667 ------------------------------------- BASE SHEAR = 1.7828 kips Star Building Systems, OKC, OK User: jmeans Page: F1- 1 R -Frame Design Program - Version 0209.25 Job : 46633A Input Data Echo File: FL2-4.FRA Date: 10/28/02 srlo 50./12./25. 20./76./37. Start Time: 08:32:11 J:\Active\ENG -B-46633\ver01-jmeans\Bldg-A\ -------------------------------------------------------------------------------- DESCRIPTION srlo 50./12./25. 20./76./37. FRAME_ID 1 # FRAME LEFT SIDE IS BLDG. PLANE SWC # AND FRAME RIGHT SIDE IS BLDG. PLANE SWA PRINT echo code base connection deflection profile seismic detail \ flg brace summary stiffeners OPTIMIZATION none *PLANT lkf *JOB 46633A *VERSION 0209.25 ANALYZE ALL *DATASET members brace combinations.wind_array connection base LOCATION frame lines 2-4 NUMBER FRAMES 3 *PRICE summary KX METHOD Lui TYPE srlo t cs 60. 60. WIDTH 50. 25. LENGTH 100. EAVE 12. *ROOF SLOPE 1. GIRT DEPTH 8.5 8.5 *PURLIN DEPTH 8.5 8.5 GIRT SPACING 7.3333 GIRT BRACE H PURLIN SPACING 2@4.4044 3@5. PURLIN BRACE S N S N S BRACING SIDES LC=1 RA=1 RC=1 BUILDING CODE UB97 U=Normal DEAD LOAD 1.82 *COLLATERAL LOAD 0. LIVE LOAD 20. SNOW G=37. S=Y SEISMIC LOAD Z=4 %CR=NORM %SR=NORM NSFNA=1.5 RHOT=1.5 SOIL PROFILE SD ROOF TRIBUTARY TR= 25. WALL TRIBUTARY TR= 25. S=O. E=12. DEFLECTION ROOF L=180. 5=180. W=150. G=180. U=150. DEFLECTION WALL L=90. 5=90. W=50. E=50. G=90. TW=50. TE=50. LEFT COLUMN BASE W=8. T=0.375 L=9. N=2 D=0.75 8. 23. 0. 5. 0.25 0.178 5. 0.3125 LEFT RAFTER CONNECTION 0=2E I=2E W=6. T=0.5 D=0.75 20. 0. 8. 5. 0.25 0.178 5. 0.3125 0. 20. 0. 5. 0.25 0.1489 5. 0.25 CONNECTION 0=2E I=2E W=6. T=0.375 D=0.75 SYMMETRICAL WIND LOAD WL1 15.688 0.8000 -0.7000 -0.7000 -0.5000 25.000 WIND LOAD LWL1 15.688 -0.7000 -0.7000 -0.7000 -0.7000 25.000 LOAD COMBINATIONS 1)1. DL 1. SNOW *DEFL 90. 180. *INCR N 2)1. DL 1. LL *DEFL 90. 180. *INCR N 3)1. DL 1.07143 EQ *DEFL 50. 180. *INCR Y *PDELTA L 4)1. DL 1.07143 EQ *DEFL 50. 180. *INCR Y *PDELTA R 5)1. DL -1.07143 EQ *DEFL 50. 180. *INCR Y *PDELTA L 6)1. DL -1.07143 EQ *DEFL 50. 180. *INCR Y *PDELTA R 7)1. DL 1. WL1 *DEFL 50. 150. *INCR Y 8)1. DL 1. LWL1 *DEFL 50. 150. *INCR Y 9)1. DL 1. SNOW 0.5 WL1 *DEFL 50. 150. *INCR Y 10)1. DL 1. SNOW 0.5 LWL1 *DEFL 50. 150. *INCR Y 11)1. DL 0.5 SNOW 1. WL1 *DEFL 50. 150. *INCR Y 12)1. DL 0.5 SNOW 1. LWL1 *DEFL 50. 150. *INCR Y 13)1. DL 0.5 LS 1. RS *DEFL 90. 180. *INCR N 14)1. DL 0.5 LS 1. RS 0.5 WL1 *DEFL 50. 150. *INCR Y 15)1. DL 0.5 LS 1. RS 0.5 LWL1 *DEFL 50. 150. *INCR Y 16)1. DL 0.25 LS 0.5 RS 1. WL1 *DEFL 50. 150. *INCR Y 17)1. DL 0.25 LS 0.5 RS 1. LWL1 *DEFL 50. 150. *INCR Y 18)1. DL 1. LS 0.5 RS *DEFL 90. 180. *INCR N 19)1. DL 1. LS 0.5 RS 0.5 WL1 *DEFL 50. 150. *INCR Y 20)1. DL 1. LS 0.5 RS 0.5 LWL1 *DEFL 50. 150. *INCR Y 21)1. DL 0.5 LS 0.25 RS 1. WL1 *DEFL 50. 150. *INCR Y 22)1. DL 0.5 LS 0.25 RS 1. LWL1 *DEFL 50. 150. *INCR Y 23)1. DL 2.8 EQ *TYPE U *INCR N *APP K *PDELTA L 24)1. DL 2.8 EQ *TYPE U *INCR N *APP K *PDELTA R 25)1. DL -2.8 EQ *TYPE U *INCR N *APP K *PDELTA L 26)1. DL -2.8 EQ *TYPE U *INCR N *APP K *PDELTA R 27)1. LL *DEFL 90. 180. *TYPE D *INCR N 28)1. SNOW *DEFL 90. 180. *TYPE D *INCR N 29)1. WL1 *DEFL 50. 150. *TYPE D *INCR Y 30)1.. LWL1 *DEFL 50. 150. *TYPE D *INCR Y 31)1. EQ *DEFL 50. 0. *TYPE D *INCR Y END Star Building Systems, OKC, OK User: jmeans Page: F1- 2 R -Frame Design Program - Version 0209.25 Job : 46633A Code Summary Report File: FL2-4.FRA Date: 10/28/02 srlo 50./12./25. 20./76./37. Start Time: 08:32:11 -------------------------------------------------------------------------------- Frame Number :1 Location: frame lines 2-4 No. of Frames: 3 Main Code Requirements Per : Uniform Building Code 1997 Edition Supporting Design Manual(s): Allowable Stress Design RISC ninth edition 1989 1992 AISC Seismic Provisions for Structural Steel Buildings Frame Data Eave height Left & Right (feet) ..................................... 12.000 Horizontal width from left to right steel line (feet) ............... 50.000 Horizontal distance to ridge from left side (feet) .................. 25.000 Roof Slope Left & Right (rise:12)................................... 1.000 Column Slope Left & Right(lat:12).................................. 0.000 Purlin depth left & right side (inches) ............................. 8.500 Frame Rafter Inset left & right side (inches) ....................... 8.500 Girt depth left & right side (inches). :*********—***"********* ... * 8.500 Frame Column Inset left & right side (inches) ....................... 8.500 Tributary Width left & right side (feet) ............................ 25.000 ...........from Height 0.00 to Height 12.00 Tributary Width roof (feet) ......................................... 25.000 Frame Design Loads ------------------ Dead Load to Frame Rafter (psf)..................................... Frame Rafter Dead Weight (psf)........................................ Total Roof Dead Weight (psf)........................................ Roof Live Load Entered (psf)........................................ Design Roof Live Load Used (psf).................................... Ground Snow Load Entered [Pg] (psf)................................. Snow Exposure Factor [Ce] .......................................... Snow Importance Factor [I] -- Standard Use Category ................. Slippery & Unobstructed Roof Surface ................................ Snow Slope Factor[Cs].............................................. Minimum Roof Snow Load Used [Pf = Cs*Ce*I*Pg] (psf)................. Unbalanced Roof Snow Left [Pf] (psf) ............................... Unbalanced Roof Snow Right [Pf] (psf) ............................... UNBALANCED SNOW LOADING(s) -------------------------- 1.820 0.789 2.609 20.000 20.000 37.000 0.700 1.000 Yes 1.000 25.900 25.900 25.900 1) 100% Snow on Left Roof Surface & 50% Snow on Right Roof Surface. 2) 50% Snow on Left Roof Surface & 100% Snow on Right Roof Surface. Star Building Systems, OKC, OK User: jmeans Page: F1- 3 R -Frame Design Program - Version 0209.25 Job : 46633A Wind Summary Report File: FL2-4.FRA Date: 10/28/02 srlo 50./12./25. 20./76./37. Start Time: 08:32:11 -------------------------------------------------------------------------------- Main Windforce-resisting system Per Uniform Building Code 1997 Edition Eave height Left & Right (feet) ..................................... 12.000 Wind Elevation on left column (feet) ................................ 12.000 Wind Elevation on right column (feet) ............................... 12.000 Mean Roof Wind Elevation (feet) ..................................... 13.042 Total frame width (feet) ............................................ 50.000 Total building length (feet) ........................................ 100.000 Number of primary wind loadings .................................... 2 Star Building Systems, OKC, OK User: jmeans Page: F1- 4 R -Frame Design Program - Version 0209.25 Job : 46633A Continue Wind Summary Report File: FL2-4.FRA Date: 10/28/02 srlo 50./12./25. 20./76./37. Start Time: 08:32:11 -------------------------------------------------------------------------------- Main Windforce-resisting system Per Uniform Building Code 1997 Edition *** PRIMARY WIND COEFFICIENTS FOR MAIN FRAME *** -------------------------------------------------------------------------------- Wind Load WL1 Wind from left direction ******************* Left Wall Left Rafter Right Rafter Right Wall Primary Coeff. (Cq) 0.800 -0.700( 50.0%) -0.700( 50.0%) -0.500 -------------------------------------------------------------------------------- Wind Load LWL1 Longitudinal wind ******************* Left Wall Left Rafter Right Rafter Right Wall Primary Coeff. (Cq) -------------------------------------------------------------------------------- 70.700 -0.700( 50.0%) -0.700( 50.0%) -0.700 Notes : 1. Wind coefficients applied to the roof may be located as a percentage of the total frame width (xx.x%). If not shown the coefficients are applied fully to their respective rafter. Star Building Systems, OKC, OK User: jmeans Page: F1- 5 R -Frame Design Program - Version 0209.25 Job : 46633A Load Combinations Report File: FL2-4.FRA Date: 10/28/02 srlo 50./12./25. 20./76./37. Start Time: 08:32:11 -------------------------------------------------------------------------------- Load Combination 1) DL +SNOW N A 2) DL +LL N A 3) DL +1.0714EQ (SOA -L) Y A P 4) DL +1.0714EQ (SOA -R) Y A P 5) DL-1.0714EQ (SOA -L) Y A P 6) DL-1.0714EQ (SOA -R) Y A P 7) DL +WL1 Y A 8) DL +LWL1 Y A 9) DL +SNOW +0.5WL1 Y A 10) DL +SNOW +0.5LWL1 Y A 11) DL +0.5SNOW +WL1 Y A 12) DL +0.5SNOW +LWL1 Y A 13) DL +0.5LS +RS N A 14) DL +0.5LS +RS +0.5WL1 Y A 15) DL +0.5LS +RS +0.5LWL1 Y A 16) DL +0.25LS +0.5RS +WL1 Y A 17) DL +0.25LS +0.5RS +LWL1 Y A 18) DL +LS +0.5RS N A 19) DL +LS +0.5RS +0.5WL1 Y A 20) DL +LS +0.5RS +0.5LWL1 Y A 21) DL +0.5LS +0.25RS +WL1 Y A 22) DL +0.5LS +0.25RS +LWL1 Y A 23) DL +2.8EQ (SOA -L) N K U P 24) DL +2.8EQ (SOA -R) N K U P 25) DL -2.8EQ (SOA -L) N K U P 26) DL -2.8EQ (SOA -R) N K U P 27) LL D 28) SNOW D 29) WL1 D 30) LWL1 D 31) EQ D Star Building Systems, OKC, OK User: jmeans Page: F1- 6 R -Frame Design Program - Version 0209.25 Job : 46633A Continue Load Comb Report File: FL2-4.FRA Date: 10/28/02 srlo 50./12./25. 20./76./37. Start Time: 08:32:11 -------------------------------------------------------------------------------- Where DL = Roof Dead Load SNOW = Roof Snow Load LL = Roof Live Load EQ = Lateral Seismic Load [parallel to plane of frame] WL1 = Lateral Primary Wind Load LWL1 = Longitudinal Primary Wind Load LS = Unbalanced Left Roof Snow Load RS = Unbalanced Right Roof Snow Load Combination Descriptions Y= 1/3 Increase in Allowable for Combination N= No 1/3 Increase in Allowable for Combination K= Knee Connection Only Combination A= Allowable Stress Design Combination - ASD89 U= Ultimate Strength Design Combination - UBC (ASD Allowable Stresses increased by 1.7) D= Deflection Only Combination P= Second Order Analysis Combination - SOA Star Building Systems, OKC, OK User: jmeans Page: F1- 7 R -Frame Design Program - Version 0209.25 Job : 46633A Seismic Summary Report File: FL2-4.FRA Date: 10/28/02 srlo 50./12./25. 20./76./37. Start Time: 08:32:11 -------------------------------------------------------------------------------- Main Seismic Force Resisting System Per Uniform Building Code 1997 Edition Standard Use Category Building for Seismic Loadings Seismic Zone ............................................ .......... 4 Seismic Earthquake Loads Required for Building ..................... Yes Seismic Zone Factor [Z] ............................................ 0.4000 Soil Profile Type .................................................. SD Seismic Numerical Coefficient [R] .................................. 4.5000 Seismic Importance Factor [I] ...................................... 1.0000 Storage or Warehouse Building ...................................... No Seismic Story Height [hn] (feet) ................................... 12.0000 Seismic Structural Period [T] (seconds) ............................ 0.2257 Seismic Coefficient [Ca] ........................................... 0.6600 Seismic Coefficient [Cv]........................................... 1.2800 Seismic Coefficient [Ct]........................................... 0.0350 Seismic Near -Source Factor [Na] .................................... 1.5000 Seismic Near -Source Factor [Nv].................................... 2.0000 Seismic Force Amplification Factor [OMEGAo] ........................ 2.8000 Seismic Redundancy/Reliability Factor [rho] ........................ 1.5000 Snow in Seismic Force Calculations [Used] (%) ...................... 0.00 Snow in Seismic Force Calculations [Min. Required] (%) ............. 0.00 Snow in Seismic Load Combinations [Used] (%) ....................... 0.00 Snow in Seismic Load Combinations [Min. Required] (%) .............. 0.00 Mezz. Live load in Seismic Force Calculations [Used] (%) ........... 0.00 Mezz. Live load in Seismic Force Calculations [Min. Required] (%) .. 0.00 Mezz. Live load in Seismic Load Combinations [Used] (%) ............ 100.00 Mezz. Live load in Seismic Load Calculations [Min. Required] (%) ... 50.00 Building Height Limit (feet) ....................................... 160.0000 Seismic Story Drift Limit Factor ................................... No Limit Seismic Story Drift Limit .......................................... No Limit Seismic Coeff. [Cw] for Design Base Shear Equation: V = Cw W ....... 0.3667 Roof Dead Load = 3.962 Wall Weight = 0.900 Collateral Load = 0.000 Snow Load = 0.000 Rafter Crane Weight = 0.000 ------------------------------------- Total Roof Weight = 4.862 kips Total Roof Weight = 4.862 Mezznine Weight = 0.000 Col. Crane Weight = 0.000 ------------------------------------- TOTAL Bldg Weight = 4.862 kips X X Seismic Coeff. = 0.3667 ------------------------------------- BASE SHEAR = 1.7828 kips Seismic Load for Roof at col # 1 = 0.8914 kips Seismic Load for Roof at col # 2 = 0.8914 kips --------------------------------------------------- SEISMIC LOAD for Roof in TOTAL = 1.7828 kips * SEISMIC GENERAL LOAD CARDS GENERATED -------------------------------------- LOAD MEM NAME SYS DIR TYP DISTANCE INTENSITY LENGTH NO. START END 21 LC EQ YREF X C 10.537 0.8914 N/A 0.000 22 RC EQ YREF X C 10.537 0.8914 N/A 0.000 Star Building Systems, OKC, OK User: jmeans Page: F1- 8 R -Frame Design Program - Version 0209.25 Job : 46633A Forces and Allowable Stresses Summary File: FL2-4.FRA Date: 10/28/02 srlo 50./12./25. 20./76./37. Start Time: 08:32:11 -------------------------------------------------------------------------------- Left Column Analysis Length = 10.56ft Weight = 203.lbs Part Length Web Height at Outer Flange Web Inner Flange Taper No. (ft) Start(in) End(in) (in) Thickness (in) Angle 1 9.79 8.000 23.000 5.00 x 0.2500 0.1780 5.00 x 0.3125 7.27 -------------------------------------------------------------------------------- Point ---Actual Forces---- --Allowable Stresses-- -------Unity Checks -------- No. Axial Moment Shear Fa Fbo Fbi Fv Shear Axial+Bend Comb Load (kip) (k -ft) (kip) (ksi) (ksi) (ksi) (ksi) Oflg Iflg Max Comb 106 -17.8 -72.4 -11.2 16.7 30.0 28.6 7.3 0.273 0.816 0.904 0.904 1 ------------------------------------------------------------------------------- Left Rafter Analysis Length = 23.30ft Kx = 0.80 Weight = 461.lbs. Part Length Web Height at Outer Flange Web Inner Flange Taper No. (ft) Start(in) End(in) (in) Thickness (in) Angle 2 8.00 20.000 20.000 5.00 x 0.2500 0.1780 5.00 x 0.3125 0.00 3 14.55 20.000 20.000 5.00 x 0.2500 0.1489 5.00 x 0.2500 0.00 -------------------------------------------------------------------------------- Point ---Actual Forces---- --Allowable Stresses-- -------Unity Checks -------- No. Axial Moment Shear Fa Fbo Fbi Fv Shear Axial+Bend Comb Load (kip) (k -ft) (kip) (ksi) (ksi) (ksi) (ksi) Oflg Iflg Max Comb -------------------------------------------------------------------------------- 204 -12.4 -65.8 13.6 10.7 30.0 20.8 6.6 0.578 0.710 0.989 0.989 1 314 -11.3 63.6 0.0 21.7 28.7 30.0 4.6 0.003 0.859 0.756 0.859 1 -------------------------------------------------------------------------------- Right Column Analysis Length = 10.56ft Weight = 203.lbs Part Length Web Height at Outer Flange Web Inner Flange Taper No. (ft) Start(in) End(in) (in) Thickness (in) Angle 4 9.79 8.000 23.000 5.00 x 0.2500 0.1780 5.00 x 0.3125 7.27 -------------------------------------------------------------------------------- Point ---Actual Forces---- --Allowable Stresses-- -------Unity Checks -------- No. Axial Moment Shear Fa Fbo Fbi Fv Shear Axial+Bend Comb Load (kip) (k -ft) (kip) (ksi) (ksi) (ksi) (ksi) Oflg Iflg Max Comb 406 -17.8 -72.4 -11.2 16.7 30.0 28.6 7.3 0.273 0.816 0.904 0.904 1 ------------------------------------------------------------------------------- Right Rafter Analysis Length = 23.30ft Kx = 0.80 Weight = 461.lbs. Part Length Web Height at Outer Flange Web Inner Flange Taper No. (ft) Start(in) End(in) (in) Thickness (in) Angle 5 8.00 20.000 20.000 5.00 x 0.2500 0.1780 5.00 x 0.3125 0.00 6 14.55 20.000 20.000 5.00 x 0.2500 0.1489 5.00 x 0.2500 0.00 -------------------------------------------------------------------------------- Point ---Actual Forces---- --Allowable Stresses-- -------Unity Checks -------- No. Axial Moment Shear Fa Fbo Fbi Fv Shear Axial+Bend Comb Load (kip) (k -ft) (kip) (ksi) (ksi) (ksi) (ksi) Oflg Iflg Max Comb -------------------------------------------------------------------------------- 504 -12.4 -65.8 13.6 10.7 30.0 20.8 6.6 0.578 0.710 0.989.0.989 1 614 -11.3 63.6 0.0 21.7 28.7 30.0 4.6 0.003 0.859 0.756 0.859 1 TOTAL MEMBER WEIGHT = 1329.lbs Star Building Systems, OKC, OK User: jmeans Page: F1- 9 R-grame Design Program - Version 0209.25 Job : 46633A Anchor Bolt and Base Plate Design File: FL2-4.FRA Date: 10/28/02 srlo 50./12./25. 20./76./37. Start Time: 08:32:11 -------------------------------------------------------------------------------- BOTH EXTERIOR COLUMNS ANCHOR BOLTS AND BASE PLATE DESIGN Anchor Bolt & Base Plate Design Sizes >> ---------------------------------------- Use ( 4)- 0.750 in. dia. A307 Anchor Bolts Bolt Gage 4.000 in. Bolt Spacing 2.750 in. Plate Size 8.00OOx 9.00OOx 0.3750 in. (WidthxDepthxThickness) Controlling Reactions for Anchor Bolt Design >> ----------------------------------------------- Actual Allowables Load Unity Load Type (kips) (kips) Combination Check -------------------------------------------------------------------------------- Bolt Shear 11.22 17.67 1 0.635 Shear- Tension 6.65 - 5.83 47.12 7 0.124 Star Building Systems, OKC, OK User: jmeans Page: F1- 10 R -Frame Design Program - Version 0209.25 Job : 46633A Connection Report File: FL2-4.FRA Date: 10/28/02 srlo 50./12./25. 20./76./37. Start Time: 08:32:11 -------------------------------------------------------------------------------- Knee Connection @ Left Rafter and Right Rafter Depth 1 -------------------------------------------------------------------------------- BOLTS A325 H.S. - Snug Tight (O.S.) 2 rows Extended - 3/4 in. Dia. - Standard (2 bolts per row) (I.S.) 2 rows Extended - 3/4 in. Dia. - Standard (2 bolts per row) PLATE : Fy(Min) = 50.00 ksi Left Side of Conn Data: ----------------------- Plate: 6.00 x 0.5000 in. Flanges: O.S. - 5.00 x 0.2500 in. I.S. - 5.00 x 0.3125 in. Web Depth - 20.069 in. Web Thickness 0.178 in. Gage - 3.000 in. Center of Bolt to Flange: Pf top (out)- 1.167 in. Pf top (ins)- 1.582 in. Pf bot (out)- 1.126 in. Pf bot (ins)- 1.561 in. Fu = 65.00 ksi Right Side of Conn Data: ------------------------ Plate: 6.00 x 0.5000 in. Flanges:- O.S. - 5.00 x 0.2500 in. I.S. - 5.00 x 0.3125 in. Web Depth - 20.069 in. Web Thickness 0.178 in. Gage - 3.000 in. Center of Bolt to Flange: Pf top (out)- 1.083 in. Pf top (ins)- 1.666 in. Pf bot (out)- 1.167 in. Pf bot (ins)- 1.520 in. Left Side Frame Right Side Frame Controlling Moments Axial Shear Moments Axial Shear Load Combinations: (k -ft) (kips) (kips) (k -ft) (kips) (kips) ----------------------------- 1) DL +SNOW ------------------------------------------------- -93.33 -11.22 15.92 -93.33 -11.22 15.92 7) DL +WL1 44.56 2.95 -5.44 10.28 2.95 -3.91 Connection Design Summary: Bolt Unity Check (O.S.) = 0.7650 Plate Unity Check (O.S.) = 0.8249 Bolt Unity Check (I.S.) = 0.3149 Plate Unity Check (I.S.) = 0.3457 Star Building Systems, OKC, OK User: jmeans Page: F1- 11 R -Frame Design Program - Version 0209.25 Job : 46633A Connection Report File: FL2-4.FRA Date: 10/28/02 srlo 50./12./25. 20./76./37. Start Time: 08:32:11 '-------------------------------------------------------------------------------- Peak Connection @ Left Rafter and Right Rafter Depth 3 -------------------------------------------------------------------------------- BOLTS A325 H.S. - Snug Tight (O.S.) 2 rows Extended - 3/4 in. Dia. - Standard (2 bolts per row) (I.S.) 2 rows Extended - 3/4 in. Dia. - Standard (2 bolts per row) PLATE : Fy(Min) = 50.00 ksi Fu = 65.00 ksi Left Side of Conn Data: Right Side of Conn Data: Plate: 6.00 x 0.3750 in. Plate: 6.00 x 0.3750 in. Flanges: Flanges: O.S. - 5.00 x 0.2500 in. O.S. - 5.00 x 0.2500 in. I.S. - 5.00 x 0.2500 in. I.S. - 5.00 x 0.2500 in. Web Depth - 20.069 in. Web Depth - 20.069 in. Web Thickness 0.149 in. Web Thickness 0.149 in. Gage - 3.000 in. Gage - 3.000 in. Center of Bolt to Flange: Center of Bolt to Flange: Pf top (out)- 1.156 in. Pf top (out)- 1.156 in. Pf top (ins)- 1.593 in. Pf top (ins)- 1.593 in. Pf bot (out)- 1.094 in. Pf bot (out)- 1.094 in. Pf bot (ins)- 1.655 in. Pf bot (ins)- 1.655 in. Left Side Frame Right Side Frame Controlling Moments Axial Shear Moments Axial Shear Load Combinations: (k -ft) (kips) (kips) (k -ft) (kips) (kips) ----------------------------- 7) DL +WL1 ------------------------------------------------- -18.65 3.46 -0.77 -18.65 3.46 0.77 1) DL +SNOW 63.00 -11.22 0.00 63.00 -11.22 0.00 Connection Design Summary: Bolt Unity Check (O.S.) = 0.1601 Plate Unity Check (O.S.) = 0.2829 Bolt Unity Check (I.S.) = 0.5281 Plate Unity Check (I.S.) = 0.9195 Star Building Systems, OKC, OK User: jmeans Page: F1- 12 R -Frame Design Program - Version 0209.25 Job : 46633A Knee and Stiffener Report File: FL2-4.FRA Date: 10/28/02 srlo 50./12./25. 20./76./37. Start Time: 08:32:11 -------------------------------------------------------------------------------- Left and Right Knee Design Knee Web Thickness Bearing Stiffener Type Bearing Stiffener at Knee Column Cap Plate Use 0.1780 in. Thick Web Horizontal 2.2500 X 0.3125 in. 5.0000 X 0.2500 in. Required (Due to Weld Shear) Min. Fillet Welds, around the Knee Web Panel are: Column Cap Plate to Web Weld is 0.1875 in. on ONE Side (STD. WELD) Horizontal Stiffener to Web Weld is 0.1875 in. on ONE Side (STD. WELD) Column Outer Flange to Web Weld is 0.1250 in. on BOTH Sides (STD. WELD) Connection Plate to Web Weld is 0.1875 in. on BOTH Sides (STD. WELD) Star Building Systems, OKC, OK User: jmeans Page: F1- 13 R -Frame Design Program - Version 0209.25 Job : 46633A Flange Brace Report File: FL2-4.FRA Date: 10/28/02 srlo 50./12./25. 20./76./37. Start Time: 08:32:11 n- -------------------------------------------------------------------------------- GIRT SPACES - VERTICAL MEASUREMENTS LEFT COLUMN RIGHT COLUMN 1 @ 7'4 @ FLOOR 1 @ 7'4 @ FLOOR 1 @ 4'8 @ EAVE 1 @ 4'8 @ EAVE PURLIN SPACES - HORIZONTAL MEASUREMENTS LEFT RAFTER RIGHT RAFTER 2 @ 4'4-7/8" @ EAVE 2 @ 4'4-7/8" @ EAVE 3 @ 5'0 3 @ 5'0 1 @ 1'2-5/16" @ PEAK 1 @ 1'2-5/16" @ PEAK -------------------------------------------------------------------------------- MEMBER DISTANCE TO BRACE POINTS (Feet) - LEFT RAFTER Measured along T.F. from left steel line - RIGHT RAFTER Measured along T.F. from right steel line• - EXT. COLUMNS Measured along T.F. from base -------------------------------------------------------------------------------- LFT COLUMN 7.33 (H) LFT RAFTER 4.42 8.84 13.86 18.87 23.89 (S) (N) (S) (N) (S) RGT COLUMN 7.33 (H) RGT RAFTER 4.42 8.84 13.86 18.87 23.89 (S) (N) (S) (N) (S) -------------------------------------------------------------------------------- "N" Indicates that No flange braces are located at the brace point "S" Indicates that One Standard flange brace is located at the brace point "H" Indicates that One Heavy flange brace is located at the brace point -------------------------------------------------------------------------------- Star Building Systems, OKC, OK User: jmeans Page: F1- 14 R -Frame Design Program - Version 0209.25 Job : 46633A Primary Deflection Report File: FL2-4.FRA Date: 10/28/02 s' srlo 50./12./25. 20./76./37. Start Time: 08:32:11 -------------------------------------------------------------------------------- COLUMN TOP DEFLECTIONS for LOAD COMBS. (Positive = X:Right Y:Upward) (Inches) PEAK DEFLECTIONS (Positive = Y:Upward) -------------------- -------------------- Y-Def ------------------- Pos. Max 0.517 in. Load Comb 29 Defl. L/999 Neg. Max -1.769 in. Load Comb 1 Defl. L/316 -------------------- -------------------- Vertical Clearance at Vertical Clearance at the Left Knee is 9.7972 feet the Right Knee is 9.7972 feet Ext. Left Col Ext Right Col X -Def Y -Def X -Def Y -Def ----------------------------------------------=------------------------------- Pos. Max 0.321 0.010 0.370 0.022 Load Comb 21 5 19 21 Defl. H/393 H/341 ------------------------------------------------------------------------------ Neg. Max -0.260 -0.024 -0.151 -0.017 Load Comb 13 19 5 13 Defl. H/486 H/834 MAX RAFTER DEFLECTIONS for SPAN #1. (Positive = Y:Upward) Max Downward Deflection Max. Upward Deflection Y -Def. X -Dist. from Left S.L. Y -Def. X -Dist. from Left S.L. ------------------------------------------------------------------------------ Max. Def -1.769 in. 25.00 ft. 0.529 in. 27.12 ft. Load Comb 1 29 Defl. L/316 L/999 PEAK DEFLECTIONS (Positive = Y:Upward) -------------------- -------------------- Y-Def ------------------- Pos. Max 0.517 in. Load Comb 29 Defl. L/999 Neg. Max -1.769 in. Load Comb 1 Defl. L/316 -------------------- -------------------- Vertical Clearance at Vertical Clearance at the Left Knee is 9.7972 feet the Right Knee is 9.7972 feet January 10, 2003 General Steel Corporation Lakewood, CO Re: Paradise Pines True Value Star Job 10-B-46633 Star Building Systems Answers to comment from FLT engineering dated 01/08/2003 Please refer to the attached pages labeled page 7 to page 13 for the following answers. 1) The lateral framing system consists of - Shear walls at line 1 - Ordinary moment frames at lines 2 to 4 - Ordinary braced frame at line 5 The reactions for lines 1 & 5 are on the attached pages 12 & 13 P.O. Box 94910 Oklahoma City, OK 73143 (405) 636-2010 1-800-879-7827 FAX (405) 636-2419 2)- The longitudinal framing system consists of: - Shear walls at lines A & D The reactions for lines 2 to 4 frames are on the attached pages 9 to 11 The sizes of the bases plates are on sheet F1 of the drawings. Yours truly, Frangois RAMBAU, PE 8600S. I-35, Oklahoma City, OK 73149 N O O N O N a N O m O v Em N mMOi7 �- O • • ¢ Z O � =Li a m`a 0 m N_ O s F In C) A 2 N 7'4 I I i I I I I I I I Ox O I I I I ( QM3 l WMGN3 0.51 I 010Z I 0.51 I A D 0-S 0151 0102 0181 M. R 12 1.0 r- 0 [A] 1 2 4 +A L 15'0 20'D 15'D ENDWALL EW6 Page 7 Job 46633 G'Z t I I I I I I I I I I I I i I I I I I I I - --f- k. L O G Q 9 N J 3 0 In V N ASHEET_ $____ ► • JOB 46633_ DATE / /2002 COLUMN REACTIONS REACTIONS PROVIDED: 1. Individual load reactions. 2. List of load combinations used for design 3. Maximum reactions SPECIAL NOTES: NOTE#1: Anchor bolt size determined by shear and tension at steel line (bottom of the base plate). Bolt spacing will generally require the use of a bearing angle, or other means of shear transfer to the concrete. Length of bolt and method of load transfer to foundation are to be determined by the foundation engineer. NOTE#2: Individual Longitudinal seismic loads (LEQ) do not include Q0 amplification factor. The combined load combinations include'Q0 x LEQ combination for the design of anchor bolts embedment only (Not for foundation design) Star Building Systems FRAME DESCRIPTION: USER NAME:jmeans DATE:10/28/02 TIME:08:32:11 PAGE: 1-1 . 8600 S. I-35, Oklahoma City, OK 73149 srlo 50./12./25. 20./76./37. JOB NAME:46633A FILE:FL2-4.FRA DESIGN AND ESTIMATION INFORMATION FRAME ID #01 LOCATION: frame lines 2-4 STANDARD NOTES: WEIGHT: 1544 lbs DETAIL FILE: 10-B-46633\ver01-jmeans\Bldg-A\Drftg\xO1L (1) All sectional dimensions are in inches. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F.:50, FLG BRC:50, BOLTS:A325 SNUG TIGHT (2) All Flange lengths are measured along outer flange. PURLINS(horz. from eave) :8.5"-Z 2@4'-4 7/8",3@5' GIRTS (vert. from floor):8.5"-Z 7'-4"(BYPASS) 0.1.. WEB I.F. 1.00 12 12' E.H. r n L :*: C!] t1j x ro db H zz (7)o �3 t17 .. Q C� CA H LTJ �d H t=j CA d � H C) E I 25' w � w r 0 3 H CONNECTION DETAILS Location 1 2 3 4 5 Web Dep. 8.0 23.0 N/A 20.0 20.0 Type BASE HORZ STF CAP (EXT) 2E/2E 2E/2E Plate(DN) 8.0x0.375 2.25X0.3125 5.0X0.25 6.0X0.5 6.0X0.375 Plate(UP) N/A N/A N/A 6.0x0.5 6.OXO. 375 Bolts (4)-3/4 N/A N/A (8)-3/4 (8)-3/4 Symm. Frame r CD N O ; Star Building Systems FRAME DESCRIPTION: USER NAME:jmeans DATE:10/28/02 PAGE: 10 8600 S. I-35, Oklahoma City, OK 73149 srlo 50./12./25. 20./76./37 JOB NAME:46633A FILE:FL2-4.FRA SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #01 LOCATION:frame lines 2-4 NOTE: All reactions are in kips and kip -ft. TIME:08:32:11 REACTION urvnnmrnua LOAD GROUP REACTION TABLE COLUMN' LEFT COLUMN RIGHT COLUMN BASE PLATE 8.OX9.OXO.375 8.OX9.OXO.375 ANC. BOLTS (4)-3/4 (4)-3/4 LOAD GROUP HL VL LL. HR I VR LR DL 1.0 1.8 0.0 -1.0 1.8 0.0 SNOW 10.2 16.2 0.0 -10.2 16.2 0.0 LL 7.9 12.5 0.0 -7.9 12.5 0.0 EQ -0.9 -0.4 0.0 -0.9 0.4 0.0 WL1 -7.7 -7.61 0.0 1.6 -6.1 0.0 LWL1 -2.8 -6.91 0.0 2.8 -6.9 0.0 LS 1 5.11 12.31 0.0 -5.11 3.91 0.0 RS 1 5.11 3.91 0.0 -5.11 12.31 0.0 Lines 2 to 4 LOAD GROUP DESCRIPTION DL Roof Dead Load SNOW Roof Snow Load LL Roof Live Load EQ Lateral Seismic Load (parallel to plane of frame] WL1 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load LS Unbalanced Left Roof Snow Load a RS Unbalanced Right Roof Snow Load Star -Building Systems FRAME DESCRIPTION: USER NAME:jmeans DATE:10/28/02 PAGE: it 8600 S. I-35, Oklahoma City, OK 73149 srlo 50./12./25. 20./76./37 JOB NAME:46633A FILE:FL2-4.FRA MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID 801 LOCATION:frame lines 2-4 NOTES:'(1) All reactions are in kips and kip -ft. TIME:08:32:11 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. cAnrmTnU VCYP&TTAN:4 LOAD COMBINATION MAXIMUMS REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.OX9.OX0.375 8.OX9.OXO.375 ANC. BOLTS (4)-3/4 (4)-3/4 LOAD COMB HL _17VL 0.5 LL HR I VR I LR GRAVITY LOAD COMBINATION 11 11.21 18.01 0.0 -11.21 18.01 0.0 wrn rnAn rnMRTMATTON 10 9.8 14.6 0.0 -9.8 14.6 0.0 7 -6.7 -5.8 0.0 0.5 -4.3 0.0 8 -1.7 -5.1 0.0 1.7 -5.1 0.0 9 7.4 14.2 0.0 -10.4 14.9 0.0 TRANSVERSE EARTHQUAKE LOAD COMBINATION 5 2.01 2.21 0.0 -0.11 1.41 0.0 4 0.11 1.41 0.0 -2.01 2.21 0.0 LOAD COMBINATION 1 DL DESCRIPTION +SNOW 4 DL +1.0714EQ 5 DL -1.0714EQ 7 DL +WL1 8 DL +LWL1 9 DL +SNOW +0.5WL1 10 DL +SNOW +0.5LWL1 iVR Lines 2 to 4 Star Building Systems FRAME DESCRIPTION: USER NAME: DATE:11/01/02 PAGE: 12 8600 S. I-35, Oklahoma City, OK 73149 Endwall EWB JOB NAME:46633A FILE:REW3BLDG1 PATH: J:\Active\ENG\10-B-46633\ver01-jmeans\Bldg-A\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip -ft. TIME:13:30:44 REACT7rna arvrnmTrwa IVL IV1 IV2 IVR MAD GROUP RA.AMTOli TABLE EWB LINE 1 COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 INTERIOR COLUMN 2 BASE PLATE 0.0X0.0X0.0 O.OXO.OXO.0 SNOW LOAD O.OXO.OXO.O 0.0X0.0X0.0 ANC. BOLTS W+ (4)-3/4 (4)-3/4 WIND LOAD AS AN OUTWARD ACTING SUCTION (4)-3/4 WR WIND FORCE FROM THE RIGHT (4)-3/4 LOAD GROUP HL VL LL HR VR LR H1 V1 I L1 H2 I V2 L2 D 0. 0.268 0. 0. 0.268 0. 0. 0.587 0. 0.1 0.587 0. L 0. 1.997 0. 0. 1.997 0. 0. 4.361 0. 0.1 4.361 0. S 0. 2.587 0. 0. 2.587 0. 0. 5.648 0. 0. 5.648 0. W+ 0. -2.256 0. 0. -2.256 0. 0. -4.107 -1.549 0. -4.107 -1.549 W- 0.,-2.2561 0. 0.]-2.256 0. 0. -4.107 1.549 0. -4.107 1.549 WR 0.1-2.2561 0.1 0.1-2.256 0. 0.1-4.107 0. 0. -4.107 0. WL 0.1-2.2561 0.1 0.1-2.2561 0. 0.1-4.1071 0. 0. -4.107 0. LOAD GROUP D DESCRIPTION DEAD LOAD L LIVE LOAD S SNOW LOAD W+ WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION WR WIND FORCE FROM THE RIGHT WL WIND FORCE FROM THE LEFT LOAD COMBINATIONS : 1] D + S 2] D + W+ 3] D+W- 41 D+WR 51 D+WL 61 D+S+1/2W+ 7] D+ S+ 1/2W- 8] D+ S+ 1/2WR 91 D + S + 1/2WL 101 D + 1/2S + W+ 11] D + 1/2S + W- 121 D + 1/2S + WR 13] D + 1/2S + WL Star 'Building Systems FRAME DESCRIPTION: USER NAME: DATE:11/01/02 PAGE: 13 8600 S. I-35, Oklahoma City, OK 73149 Endwall EWD JOB NAME:46633A FILE:REW4BLDG1 PATH: J:\Active\ENG\10-B-46633\ver01-jmeans\Bldg-A\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip -ft. TIME:13:30:44 RRnf'TTeM Me"10PT(1N9 HL - -I VL 1 V1 ..� 1 V2 TL1an BRtVIV RAsf`TTnM TaRT.A iVR EWD LINE 5 COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 INTERIOR COLUMN 2 BASE PLATE O.OXO.OXO.0 O.OXO.OXO.0 0.OXO.OX0.0 O.OXO.OXO.0 ANC. BOLTS SNOW LOAD (4)-3/4 (4)-3/4 W+ (4)-3/4 PRESSURE (4)-3/4 LOAD GROUP HL VL LL HR VR LR WR H1 V1 I L1 H2 I V2 L2 D 0. 0.266 0. 0. 0.266 0. 0. 0.582 0. 0. 0.582 0.- L 0. 1.997 0. 0. 1.997 0. 0. 4.361 0. 0. 4.361 0. S 0. 3.108 0. 0. 3.108 0. 0. 6.786 0. 0. 6.786 0. W+ 1.556 -3.631 0. 0. -2.256 0. 1.556 -5.352 -1.549 0. -4.107 -1.549 W- -1.556 -3.6311 0. 0. -2.256 0. -1.556 -5.352 1.549 0. -4.107 1.549 WR 0. -2.256 0. 0.,-2.256 D+E- 0. 0..-4.107 0. 0. -4.107 0. WL 0. -2.256 0. 0. -2.256 0. 0. -4.107 0. 0.1-4.107. 0. E+ 0.955 -0.844 0. 0. 0. 0. 0.955 -0.764 0. 0.1 0.0. E- -0.955 -0.844 0. 0. 0. 0. -0.955 -0.764 0. 0. 0. 0. LOAD GROUP D DESCRIPTION DEAD LOAD L LIVE LOAD S SNOW LOAD W+ WIND LOAD AS AN INWARD ACTING PRESSURE W- WIND LOAD AS AN OUTWARD ACTING SUCTION WR WIND FORCE FROM THE RIGHT WL WIND FORCE FROM THE LEFT E+ EARTHQUAKE FORCE ACTING LEFT TO RIGHT E- EARTHQUAKE FORCE ACTING RIGHT TO LEFT LOAD COMBINATIONS : 1] D + S 21 D + W+ 31 D+W- 4] D+WR 5] D+WL 61 D + S + 1/2w+ 7] D+ S+ 1/2W- 81 D+ S+ 1/2WR 9] D + S + 1/2WL 101 D + 1/2S + W+ 11] D + 1/2S + W- 12] D + 1/2S + WR 131 D + 1/2S + WL 14] D + E+ 15] D+E- E.H. SEC ONLY Biot Plan Anechod Floor Plan Attschad Sons to --ZIF57-519 7=- - `a. TO: Building Department FROM:' Environmental Health SUBJECT: Sanitation Clearance IIJC4, �4 U0 — 21a) _0 Owner cation j AP# Plan Approved for: Sewage Dis osal %� , Water Supply: Public3 Priv to Well Clearance for dw ing. Other, Hold final for: A 4 t .Ll A -4 ,A Final clearance O.K. for: NOTE: Environmental Health Specia 8/96 • ' ! _ 066-330-012 02-1797 PARADISE PINE TRUE VALUE 14086 SKYWAY, MAGALIA ..INSTALL PROPANE DISPENSER. O 1 0 cit r� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION A" 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PE MIT NO. (Rev. 12/96) APPLICATION AND PERMIT r ? ASSESSOR PARCEL NUMBER jy i f j J 1�f /Vj { ZONING BUILDING PERMIT OWNER , VC TELEPHONE _ SO. FT. OCC. BUILDING VALUATION OWNER'S MAIUNG ADDRESS a CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS , fn f^, f L,, tJ �� Yt! { Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.0023.00 • USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other' f 'Ll�lt�/(/(�� , sPECIFv Solar or heat um water heater Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ f 7 '7 '' Describe Work: 7W el :. f! � ��� �� ���f % / a Gas piping system 1 - 5 outlets 15.00 =60 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S G' ELECTRICAL PERMIT Fling Fee 20.00 500VOR UE Main Service zo.A 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 is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 91, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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' 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' 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 t r Date f u �' _ Signature of Applicant" AlOwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. of Main Service zooA TO tO00 46.00 NEW CONST. OWELLMq OCUP. O C OR ADDNS. a ACC. BLDs. 3.,,sS =REOSID. " MULTI. OUTLET @7.50 POWER APPARATUS & SINGLE OUTLET CIR. EX. Occup. OUTLET OR FD(TURES .00 BAL ®1. 0 OFIFlXED APPINS. OR 5.00 Ex. Occup. ouTLETS RES10. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEES Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ C G HAZ. I D. FEES I IMP FLOOD I CDF PARCEL PD HD SU This permit is hereby issued under the applicable provisions of the Butt County Code and/or Resolutions to do work indicated ove for which fees h e been paid. . '7 By - Date PERMIT EXPIRES ON ' peke Receipt No. ' a" �. WHITE-D.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT oa� / Qq? ASSESSOR PARCEL NUMBER ✓ 7 I 0 r 1/// //' ZONING BUILDING PERMIT OWNETELEPHONE73-1 SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS D - CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS �/ Energy Plan Checking Fee $ .75 47Tf PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.0023.00 • USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other % , i ) SbMi Solar or heat um water heater Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel Utilities ❑ Installation ❑ Other ❑ Describe Work: ! S /��� C Gas piping system 1 - 5 outlets 15.00 C✓ Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A00RLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POING License Class Lic. No. 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 , Main Service TO 46.00so CCU000A T1200A NEW coNsr. DwELUNG occuP. ( ORw 3.50 FT. FT CONST. MUAicrcou�TLFS. NON-RESID. BRAWH CIRCUITS97.50 OUTLET CIR. APPARArus 8 S R. Ex. Occup. OURfT OR FIXTURES BAL @ I:50 Ex. Occup. oirr FIXED APR o°En 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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 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' 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 fo ith c mply ose visions. X Date 2� Signature of Applica wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or constructionof structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD CDF PARCEL PD HD SU This permit is hereby issued under india of t= -- ByDate PERMIT EXPIRES ON /— T(Date) the applicable provisions Resolutions to do work been paid. L — ; Receipt No. WHITE-D.D.S.-B.D. CANARY-ASSER PINK -INSPECTOR GOLDENROD -APPLICANT / j:I t I OWNER -BUILDER VERIFICATION I Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification'is received. 1. I personally plan to provide the major labor and materials for construction of the propo#ed property improvement: YES j� NO C 2. I HAVE ❑ HAVE NOT,�signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, butt have hired the following person to coordinate, supervise, and provide the major work" NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: ` n PROPERTYOWNER: G� SOCIAL SEC TY N E DATE:I A 17 — O Z� NOTE. This Owner -Builder Verijkation is required by Section 19831 and 19832 of the California Health and Safety Code. This verification mast be completed and returned to our office before we are permitted to issue the permit. CsIJ.31 7 r OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such. a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. Ifyou plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is S300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under -limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. r rely, 6k, biic el C. Vi ira, C.B.O. Manfiger, Building Inspection NOTE: This Owner -Builder Information is required by Section 198.10 of the Caltjornla Health and Safety Code- OVER oda OVER July 24, 2002 Earnest and Loretha Witt 14086 Skyway Magalia, CA 95954 RE: Building Code Violation Address: 14086 Skyway Magalia, CA 95954 AP # 066-330-013 Dear Earnest and Loretha Witt: BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced location, as follows: Failur6 to obtain the required permits, inspections and approvals from this office for the installation of a propane dispenser. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, Scott Rutherford Chief, Building Inspector SR:th cc: Assessor �/ ��oz �-- ems- � �-�"� 7�8�d z — �a�' .,,.- 6 6=33 = 0�2 7 D COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE /V e!�T OWNER PERMIT NO. a A routine inspection indicates that the following violations of butte county Ordinances exist at the w above address and should be corrected. Please notice 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 Inspector REV 10/92 IRE 1 11600 AddrIl P?6 SMAY HIP TRA AY MAG Add(4| ' , Comments 16633001300 CONVERTED 09/08/88 Creating Doc#11882H27GO338 Date| OmmnDnc#| Date| K0ingDoc# | Date 4xmtDeocI14D8GSKWAY SuplCn|0 Zoning|NC 88 Dwe ' | �---' F� AcresN/CPF-- [-A6Res FEtal r Notes F- Bonds Y Multi Situs | Flag | Flag2 FAsmtpPPen F Tax PPPen | _� = Structure 181,091, Fixtures � Growing Total Fix. RIP 0 MH PP 0 PPI I r -Split Pending 'PHY OWN EXP 1AX jj0 ATT SIT in Isa, 07125120013:27:21 PM 066-330-013 N -C CA ] 1j PERMIT NO. 1647-87B PERMIT EXPIRES OWNER RARAI,IISF PTNES TRTTF VAT.TTF I CONTR. (1Ginor �• ASSESSOR PARCEL66- -3 -3-13 LOCATION 1 l , A ` fir V � i 4 • T Temp. Power Pok Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) — = OK 0 Not OK" - 4,Not Applicable = Not Ready MOBILE HOMES .i MISCELLANEOUS`' Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK Except JPs 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp-Con6rete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -131 Date Card -131 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -B1 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector , 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and. Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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 Card -131 Date Card -131 Date Card -131 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date Card -131 Date Card -B1 Date = OK 0 = Nt Ok0p - =Noot AIOp i at;;e RESIDENTIAL (Single and Duplex) = Not Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) requirements-Sdtyalffcs-Eateff*pAs-.- 44. Hangers -Post Caps -Anchors -Connectors fflHing �Ftg, Main; Soils telec. Grnd.-/ /" Ftg. Depth 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. " Steel-/ /" Ftg. Depth 46. Fireplace Ties or Type A Flue -Fireplace Throat Soils -Steel-/ /"Ftg. Depth 47. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles p/gyp (. temwalls, Main; e " Blockouts-Wrapped 48. Bdrm. Windows or Exiting Doors -Sill Hgt. &Dimensions -Wrapped 49. Garage Fire Protection Framing ,-J>,1,6 6XIab; Wrapped 50. Property Line Firewall & Openings ers-Fkepieee-Mg. to I 51. Ext. Doors -One T -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall- ttings-Test-2 way C/O -Sewer Test 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Si - nchors 53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; T -Anchors -Regulator -Service Test 54. Siding -Nailing Veneer 12. Electric; Underground 55. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & D ts; Clearance-Material-Supprt-Ins. 56, Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sill nchor Bolts -Joists -Vents -Cripples 57. Shear Walls; Nailing -Bolts 15. Insulationk 58. Insulation-Walls-Clg. 59. Infiltration-Walls-Wndws Card -B1 Dat Card -131 Date Card -B1 Da and -B1 Date Card -81 Date Card -Bt Date Card -81 Date Card -81 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 60. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 61. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 62. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 63. Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access -Spa 65. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -81 Date Card -B1 Date 66. Stairs & Rails Card -131 Date Card -131 Date 67. Fireplace or Stove; Clearances -Hearth Date ELECTRICAL (Permit) OK except #'s 68. Elec. Outlets at Wood Panel; Int. & Ext. 22. Fixture & Transformer Clearance -Ins. Protection 69. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 71. Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 72• A.C. Duct in Garage -Damper 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 73. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 27. 2 Appliance Circuits in Kitchen &Conductor Size 74. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 75. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 76. Insulation -Foam -Looked in Attic ❑ Yes 77. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 78. Fdn. Vents & Crawl Hole Door-Dralnage & Wood -Earth Clearance Looked under Floor O Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 79. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 80. Stucco; Brown -Finish Card -81 Date Card -B1 Date 81. A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -B1 Date 82. Vents Above Roof; Plbg.-Appliance-Firepi. Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 83. Water Well; Disconnect, Electrical, Plumbing 33. A.C. Ducts Insulation & Support 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 34. Vent Fan; Exhaust above insulation 85. Ventilation throughout House 35. Condensate Drain & Overflow; Size & Grade 86. Glass Protection 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Corrections from Previous Inpections 37. Attic Access & Platform if Furnace in Attic 88. Gas Test -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/O to Grade -HD Approval 90. Energy Compliance Certificate -Other Certificates Card -81 Date Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date Date FRAMING (Plans) OK except #'s 38. Sills, Proper Material & Anchors Card -B1 Date Card -81 Date 39. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rat proof) 42. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 43. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) COUNTY -OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CAtiIF. --S34-4541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 1647-87 for the following: Use Classification Hardware Store Address or Location 14086 Skyway, Magalia Group B-2 occupancy; Type V—N construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Works Date 9/21/88 By� // ' J.F. Glare er POST IN A CONSP,YCUOUS PLACE in.._.i -?d0T-ICE A new Certificate of Occupancy is required if the use or occupancy of this building changes. This Certificate of Occupancy shall be posted in a conspicuous place and is not to be removed by other than the Building Inspector. COUNTY OF BUTTE l , DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2791 / 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE' OWER PERMIT NO. A- routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 r 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. P.A Fr i,) n «t oi.n r Q e (A I.,) T -'N A -r ,fSF t -i '€7 „STA L Kln,4Fni Inspector. Date L -'Q' 1 �S COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS, .196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 . 747_EIIiott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office _ when corre tion of work is completed. If you have any question pertaining to this matter, r need additional explanation, please contact this office immediately. i -/' At' I/,-/ X1--,'/ 4 sal/c - �� (� //_ / it �I- /�S// o..✓ � moi' �,�,� Inspector Date COUNTY OF BUTTE_ DEPARTMENT OF PUBLIC WORKS, 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 9 22ZI 414 Al L 7 OWNER PERMIT�NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. If you have any question pertaining to this matter, or need additional_Sxplanati P, ple4se centact this offs Imm lately. , Inspector Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. /f 7 County Center Dri' - Oroville, California 95965 - Telephone: 916/538-7541 / C� APPLICATION AND PERMIT 1A11 ASSESSOR PA C L NUMBER ¢(p-31 — ZONING BUILDING PER 1 O �) J� I ✓I r �- TELEPHONE S-73 -106& ,SQ. FT. OCC, BUILDING VALU ION OWNER'S MAILING ADDRESS _ A� 0 ILS 1� �J CONTRACTOR'S NAME W n Q" VI TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONTRUCTION LENDER M�z UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARf"TECT OR EN R LICENSE NO. 2�/'�� . Plan Checking Fee $ I Energy Plan Checking Fee ,I. AR HITECT OR ENGINE 'S MAILING ADDRESS Penalty $ $ BUILDING ADDRESS- D ` , _p r Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP 1/t b4 1. 3 �� Water piping 5..00 Each qas water heater or vent 5.00 USEAF STRUC U E SF ❑ Duplex❑ Mobilehome❑ Other40� .sto SPECIFY FY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK New ❑ Addition W. Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification as the owner, or my employees with wages as their sole compen- JN sation, will do tbe•work,and the structure is not intended or offered for sale. (Sec. 7044) ontract- ❑ I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ors. ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.&) yz2sgft OR ADDNS. l ACC. BLDGS. NEW CONSTR. ULTI.OUTLET 2,50 ea NON.RESID BRANCH CIRC ITS (POWER APPARATUS el ' SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES q5AL@30q FIXED APPLNS. OR1, Ex. Occup. OUTLETS (RESID.) EA.! Temporary service Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department - a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. f571 I shall not employ any person in any manner so as to become subject �l to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte again sto ll liabilities, judgments, costs, and expenses which may in any way accrue.. a0,77-1 agains aid County in conseque ce of the granting of this permit. X Date Signature of Applicant-- Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ UP. CONST.T`rP! FLoo �Rc ND 159UE This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for which DIRECTOR OF PUBLIC By RMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. t� — -�',�� e WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT i COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS •PERMIT » 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 Ji l _ APPLICATION AND PERMIT AS E SOR PA C= BER ZD j�'y� BUILDING PERMIT Ow Ri^ TE EPHONE SO. FT. OCC. BUILDING VALUATION ,^ e a c- F 3 -/ D OWNER'dS Fy]AI ING 5 ESS V ' CONTRACTOR'S NAME f TELEPHONE awl k1 t4 - CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. ' SUBDIVISION NAME PA EL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE- 1 Gas piping system 1 - 5 outlets 5.00 \n SF ❑ Duplex❑ Mobilehome❑ Other r(► iu Y114 Building sewer 5.00 sPEUFr Mobile Home S I G I W 0.00ea TYPE OF WORK New ❑ Addition ❑ odel ❑ Uti lit' Inst�®a/tt/if Or X Permit Fee $ �❑ Describe work: �(Er I(r Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORSLESS 10.00 Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW NEW CONST. DWELLING OCCUP.ai) , /20Sgft declare under penalty of perjury (check one): OR ADONS. ACC. BLDGS. I NEW CONSTR. U I.OUTLET 2.50 ea / ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business NON.RESID BRANCH CIRCUITS) POWER APPARATUS e ,� and Professions Code and my license is in full force and effect. SINGLE OUTLET CIR. License No. Classification EX. Occup(OUTLETS OR FIXTURES eA 030 rr 7l 1, as the owner, or my employees with wages as their sole compen- FIXED APPLNS. OR Ex. OCCUp. OUTLETS (RESIO.) EA. 2.00 sation, will do the work,and the structure is not intended or offered Temporary service 10.00 for sale. (Sec. 7044) Mobile .Home Facilities15.00 El 1, as the owner, am exclusively contracting with licensed contract- Misc. Wiring15.00 ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ (, Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 10.00 ❑ The permit is for $100.00 (valuation) or less. Heating ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Cooling g I shall not employ any person in any manner so as to become subject Hood 3.00 to the W. C. laws of California. Ventilation Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such penult Fee $ provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Energy Inspection Fee $ to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. TOTAL PERMIT FEE $ 1 also agree to save, indemnify and keep harmless the County of Butte against OCcUP. CON3T.T71 SCHOOL FLOOD PARCEL PO ND 39UF all liabilit s, judgmen costs, and expenses which may in any way accrue I against sa d Coty in(coq1equ of the granting of this permit. X �� This permit is hereby issued under the applicable provi- Date sions of the Butte County Code and/or resolutions to do Signature of Applicant — Owner Contractor ❑ Agent ❑ work I 'a d above for which fees have been paid. An OSHA permit is required for excav tions over S'0" deep and demolition or construct- D) OF PU WORKS ion of structures over 3 stories in height. Receipt No. v Date WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT MIT EXPIRES Date _ I (Pt-oem'', '10 f COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION LAND PERMIT !/ PERMIT N0. ASSESSOR PARCEL NUMBER �� �- ) S ZONING ' e BUILDING "T'le A OWN R Sob TELEPHONE SQ. FT. OCC. BUILDING VA DATION "- O NERr�S MAI LI G ADD ESSrm O T A TO NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN Fireplace Total Valuation $ LENDER'S MAILING ADDRESS Permit Fee $ CHIT CT 0R�.rMGI ER LICENSE NO r ' Plan Checking Fee $ Penalty $ A E T OR ENG R'S MAILING ADDRESS Permit fee $ BUILD NG ADDRESS PLUMBING PERMIT Filing Fee 3.00 Each Trap 2.00 Repair drainage or vent piping 2.00 Water piping LOT NO.SUBDIVISION NAME CEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other_&id6i% e_ �`O rEl SPECIFY Building sewer Lawn sprinkler system 2.00 �, TYPE OF WORK New El Addition � Re odel ❑ Utilities ❑ Istallation❑ Other ❑ Describe work: _ — r � Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 1 Main service EA. ADD'L 100 AMP 2.50 NEW CONS. DWELING OR ADDNST ( ACCLBLDGS.CCUP.&1 I/ 20sgit CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ElNONRESD, I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. ULTI-OUTLET NON - RES I D, BRANCH CIRCUITS) 2,50 ea POWER APPARATUS &1 NEW •CONISTR. (SINGLE OUTLET CIR. I ExOccup(ourLETsoR FIXTURES 50@�` . U BAL@10s FIXED APPLNS. OR Ex. \ Occup.(OUTLETS (RESIO.) EA./ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 3.00 Heating Cooling Hood 2.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I a1 agree to save, indemnify keep harmless the County of Butte against f Ii I ities, judgments, cost n xpenses which may in any way accrue ;, .. �7mdGo�unt�y rise ce of heyranting of this rmit. ate �-- ignature oApplicant — 0 er IQJ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE OCCUP, GROUP Z Z TYPE OF ST. PARCEL PD HD ssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. " / / 9 / If WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT ?3 -/ovg cddAk 'v --6t7 WOO Z. �✓ T l�f/ c OiQ AO"?WAJ �r�7 C- d - WOO f 2. `� isn�inc. , GOA Fax e� 6dwr s 13.5'Psf K, o = A O /fit f =� 4X /6I% G 34 / C r % ZOIC V-3 ZQf (/3 a 28,LVo i� OF A 2 .9113 13s'x /. i3 i = /08!>/0� s 2/• Gftw@4m!#i2k /06�G .y <iy r'n3 _�='... :. .....' +�S)i�(r q•[� tura. .. .�. ,{'. 5f:- XF: �+.' _ • r. I TO: Building Department FROM: Environmental Health SUBJECT: SANITATION CLEARANCE �? &01;4 OWNER LOCATE N 04� -22-,L? AP # Plans approved for: Sewage Disposal !/ Water Supply Hold final for: xf Water Supply Final Clearance O.K. for: Water Supply Clearance for bedroom mobile home.. Other Clea ance for addition of'" '® IAN DATE OWNER COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA'L1FORNI;A 95965 - TELEPHONE: 916/534-4541 ' PERMIT APPLICATION DATA SHEET Permit No. , /l l lL yr v ✓I V l �` U'YPtr fTVILPA No �y Lx ` 3'�, Proposed Building Use Building Inspector Date i At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans. . 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete, 6ngineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health De t. Planningapproval for A Use: � B Parkin Pp ( ) ( ) 9p���c n 12. Certificate of Workmen's Compensation Insurance. .•13. Contractor's License Information (no., name style, classif.) 1�`1--: Owner -Builder Verification (Given to owner[], Mail to owner ❑•), Improvements may be required. o0ird/At-,6eE .0~. (par i.. ) , 6 -// 7 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to 17. Pre -Inspection for Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. << l/ 19. Driveway Permit. 17'x1s,777L-6 �/friz w c!o ,Ko.c/ /fiovy S z8 -y? 20. Plot plan app�rov�al from city of 22. When you issue the permit, process as follows: I1Mail to owner, Mail to contractor. Telephone and hold for pickup at -off ice, Deliver w/inspector. Other Applicant LL - a. to -2/-�7 Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to perm/t, issuance: (Circle new item not checked above). 1. Index permit for above items No.S� P 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_—naiI—counter by Contractor, designer, owner, was advised of above required data by—phone —Mai I—counter by Plans checked by ' Date -A6- PIans approved by Sets of plans on hold in File cabinet AP folder Copy—DPW date date Date - Flours: 10:00 a.m. - 3:00 p.m. COUNTY OF BUTTE - Department of Public Works 7 County Center Drive,, Oroville, CA 95965 Phone: 916-534-4541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and aterials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this .work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social•Security Number �. Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 OWNER -BUILDER VERIFICATION Attention Property Owner: Phone : 916,538_7541 An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification.is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an app ication for a building permit for the proposed w k. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major' work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security Numbe Date 2� -- t( NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE 7/85 Bldg. Permit # OWNER je/}7L4'�?%lS� P//t/P� �iG'l./--lil�.l.1L i`fLZ'r(f A . P. # A. GENERAL 1. Zoning requirements (sideyards, parking, special condition Planning approval . :--Va uation. a ure by R.C.E., Architect or Building Designer. 4. Improvements and drainage -- Land Dev., DPW; City of Chico; City of Biggs. ,,5_ Complete plot plan with dimensions, easements, other buildings, and other per- tinent data. ,fa --See previous permits and plans in file for expired permits, change of use, violations, etc. ,. Flood hazard. B. OCCUPANCY REQUIREMENTS Building use .2- Occupancy Class Type of Construction ,3! Building floor area 3C>elb U)sq. ft. Occupant Load In 'I Total allowable floor area SbOC> sq. ft. Basic allowable floor area 2s2010430V66t, sq. ft. (::p/c Basis for increase Compliance with occupancy group requirements (Chapters 6-12). Occupancy separations (Sec. 503). Area separations (Sec..505). �8! Firewalls due to location on property (Sec. 504). Maximum height requirements (Sec. 507:). ,]D Attic separations (Sec. 3205). 11 Ventilation and special hazards requirements (Chapter 612). Fire extinguishing systems, 20 sq. ft. opening/50 linear ft. j-3-.— Fire alarm systems (09 Sections of Chapters 6-12). (Chapter 38). �. Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap. 20). �5— Health Dept. Plan Review - (1) Restaurant Act; (b) Commercial Pool. Smoke detection system. Fire Dept. Plan Review and/or Fire Marshal Plan Approval. �-. Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). J.9 Physically handicapped requirements (State Law). C. TYPE OF CONSTRUCTION REQUIREMENTS Fire retardant roof coverings (Sec. 3202). ,2! Parapet walls (Sec. 1709). ,3'' -Toilet room floors and walls (Sec, 510). Physically handicapped (per State Law). .&I Guardrails (Sec. 1711). Detailed types of construction requirements (Chapters 17-22). .7! Proper roof pitch for roof covering (Chapter 32). �! Attic access and ventilation (Sec. 3205). Roof drainage (Sec. 3207). 0, Skylights (Chapters 34 & 52). 1. Stages and platforms (Chapter 39). j2! Interior wall and ceiling finish (Chapter 42).. ��: Fire resistive requirements (Chapter 43). MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (CONT'D) 7/85 C. TYPE OF CONSTRUCTION REQUIREMENTS (CONT'D) ek4'— Wall and ceiling coverings (Chapter 47). X15--" Glass and glazing (Chapter 54). Human Impact (Sec. 5406). ,4-6r Building Materials - Check: Grade, Species, Allowable Stresses, ext. or int. -- Example: (Glu -lam Beams w/cert.'24F ext. grade). Foam plastics (Sec. 1712). D. STAIRS, EXITS, AND OCCUPANT LOADS 1. Gene xit Requirements (Sec. 3301 & 02) (P �2 mb , 3. Doors (Sec. -b� C for exit a conies Sec. 3 Stairways, rise and run, width, winders, and .,,6�Horizontal exit (Sec. 3308). ?Exit and smokeproof enclosures (Sec. 3309). -8: Exit signs and illumination (Sec. 3313 & 14). -I-- Aisles and seating (Sec. 3315 & 16). C.). ~044�rr Exits for occupancy.groups A-E (Sec. 3317 - 3321). E. ENGINEERING REGULATIONS, DESIGN QUALITY, MATERIALS AND DETAILED REQUIREMENTS --'r--Complete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan and com Tete structural details. , nergy design, calcs, and necessary details (State Law) & compliance s on plans. Veneer (Chapter 30). Chimneys and fireplaces (Chapter 37). Plastics (Chapter 52). /6. Excavation and grading (Chapter 70). '7- -'Continuous or Special Inspection (Sec. 305). Factory or other certification. oils or compaction data. 1�Q.. Noise regulations. Footing reinf. Min. Two A bars (cont.). J,2 -'—Engineering Calc(s) should include: (A) Roof - Ceiling. (b) Floor - Ceiling. (c) Foundation. (d) Walls -- Large openings? (consider lateral). (e) Lateral: (1) Roof Diaphram. (2) Shear Walls. (3) Anchorage & Tie -Downs. (4) Connections thru-out. (f) Retaining Walls. a E y ' BUTTE COUNTY BUILDING INSPECTION DEPARTMENT Changes to be made in Paradise Pines True Value Hardware Store addition: (1) Omit two (2) windows in attic area (rear elevation) (2) Omit 5/8 plywood on the ceiling joist (3) Decrease the size of ceiling joist from 2x8 to 2x6. A Dale Witt Paradise Pines True Value Hardware 14086 Skyway Magalia, CA 95954 (916) 873-1008 NON -RES IDEW'T IA'L BU ILD INGS ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE I HEREBY CERTIFY, BASED UPON PERSONAL KNOWLEDGE, THAT THE WORK APPEARS TO HAVE BEEN PERFORMED AND THAT THE MATERIALS USED AND INSTALLED APPEAR IN EVERY MATERIAL RESPECT TO BE IN COMPLIANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR 14 47 -- F7 9 (Building Permit Number) L?— S' Al (UBC Occupancy Type) iq k WA V (Location) Signer's Name I JG` h c, , W( W (please print) (tea Signature LQ Date 7-2J —d 0 Job Capacity oco ty e,✓� (contractor, engineer, owner, etc.) Chapter 6 of the Energy Conservation Design Manual reads in part :..."must be signed by the building owner, or the general building contractor, the design architect, design engineer, or an approved inspector or inspection agency ..... The certificate.presumes a personal knowledge of the work and materials used; this means knowledge obtained from periodic, diligent site visits and reports from others engaged on the site.:' z COMMERCIAL FINAL Permit No.l�a_ .1;:lans ,�^✓ Entrance Steps--Ramp-Door- Glas.s�Protection ' airs &Rails ______ -lec-t�r-i_c_ Fixtures --Outlets at_Wood Panel Interior Finish --Wall Exterior Finish --S idinq-St_ucco--V_a_neer _ --1. Bathrooms --Floor & Wall -Protection --Grab Bars --Toilet Compartment--Lay.-- Door Size --Swim& Door Handles -Exhaust Fan T—Lnt of Controls of Ecruipment 4„ --Kit Hood -Type 1 &_ 2 --Inst at Req. Locations--Materials--Clearance-- Size & Hgt, above Cook tom__ Air Exhaust-_ Fire Extinguisher Sxstem Make-up Air for Hood Drain--Dishw_a_sher--Refrigerator--Food Storage -�(1�Water Heater--Clearance--PRV Drain_ --Combustion Air --Furnace A,u�pPnded Ceiling_ -Fire Dam ers--Lightinq Fixtures --Hangers & Braces /2. Ventilation Throughout Bldg. --Air Intake & Exhaust --Hazardous Area /-3.-_—�Fi-r-e--�rinkler Systemw - -- . --- _ Fr./ irewalls--1 Hr. _-2Hr.--Area Se aration_Wal_ls--Opening-__Do_ ors w Closers A 5. Elect Outlets. Trim_ in Hazardous Locations --Class 1, 2_ 3 .,t�uipment w/spark or Glow out of Hazardous Area �-D t Collecting System --Spray Booth -✓ it Doors-�Swinq--Landing7.-Side & Rear Yard Requirements --Exit Signs ✓_ J 9. Parapet Walls--Roof-Drains & Overflow --_Plumbing& App. Vents Terminatio_ n *9_---K-itchen Hood Vent Termination o _. it-_- Disconnect --Conductor Size--Clearances--115V Outlet --Fresh Air Intake Clearance to Other_ Vents & Openings _t Service Eaui1_ -Trim--Breakers--Labels __ Test --Meters_ Tagged --Gas & Elect. .Z Compliance Cer ificate _ ,�5. Sign Job Card ALL OF ABOVE COMPLETED EXCEPT: Signed___��ds Date: _Z�SB_� ABOVE LISTED CORRECTIONS COMPLETED _R SIGN JOB CARD S i5ned _ Date: �-�'%- $34 37!' Plans Gov�d1`l�ve-Com 7 7 Si.1s--Pro er Material and Anchor:: 3<--Studs--Nailing ez Spacing--Bracing--She 'anes 90 Fire Sto s --Furred Ceilings-Stairs--Chases--over 10' & Tier mans leaders & Bea;ns--Size & Bearing -v ."r1L"C C r+blcvcr i� i L - �t`�o N 1 i -cam o��v i i i cT 6 +ci'--�fi--L S 7. Hangers --Post Caps--Anchors--Connectors Ceiling Joists, Rafter Ties, Purlins, Roof Bracing,Trusses,Fire Retd. Roo_ Roof SheOter ng-_.�,�,-Grade--Nailed as quired and per plans id Access --R 9= 1. A ea Separation Walls --1 Hr. Fire --2 Hr. Fire -Parapet i2 Stairs --Width, Headroom, Rise, Run, landing --Fire Protection c g t s jT. Handicap--Accessibility--Bathroom Requirements d_' -Attic Vents S d --Supports & Braces --Fire Daraners - Exits--S`lidth & H t. --Door Swing--Closer--Corridors S' e & Rear Yard--Requirenents for Fire Exits X Sidine--Nailin---Veneer--S+i,.^^^ Sign Job Card ALL OF ABOVE COMPLETED EXCEPT Signed: /J Date: to-Zf_43 ABOVE LISTED CORRECT COMPLETED SIG:i JOB CARD Signed: Date: ('S Alai , "v/ y ew �/ d�' Y4 7-25-83 - r'96 &L _ AWL— ABOVE F'I_.00R PLUMBIL"M (COM.) Permit Nol y_47 .1 V.1ater Heater--Vent--Access--Combustion Air _ 2.. Water Pipe --Test & Anchors--Na.il Protection 3. Dra.ir_ Pipe -Vent --Fittings & Anchors—Nail Protection4?_" �'c:st 4. Gas Pipe --Size &; Anchors 5. Roof Drains & Overflow Test Q 6. Plumbing & kpplia.nce Vent Termination. 7. Fire Sprinklers--?,Taterial--Size--Test Permit No.' n. Sign Job Card ALL OF ABOVE COMi LETFD D EXCEPT Signed: Date: ABOVE LISTED CCRRECTIONS CC?/-FPLETED SIGN JOB CARD Signed: Date: ABOVE FLOOR MECH. (COQ:.) Permit NoO-y7P) 1 . AG Duct.s--Material--Insulation & SunDort--Fire _Dampers Req . Yes No 2. Vent Fan --Exhaust Properly 3. Condensate Drain & Overflow --Size & Grade 4. Kitchen Hood Duct--Enclosure--Clearances--Termination 5. Method for Kitchen Hood lake -u -o Air 6. AC Unit--Access--Clearances--115V Outlet 7. Sian Job Card ALL OF ABOVE C0j-IPLETED El EXCEPT Signed: Date: ABOVE FISTED CORRECTIONS CCI"PL•ETED SIGN JOB CARD A Signed: Date: ABOVE ,FLOOR ELECT. ( COM.) Permit No Clearance & Insulation Protection at Flush Light Fixtures ize Boxes & No. of Conductors ,/Type Cable or Conduit RequiredP0MQX' _ _bK PFS P09. Z/ Cable Installed Close to Edee sof Studs & C.J. s: Equip. Ground rrade up w/Mech. Fasteners Rated Elect. Boxes in Firewalls �. Elect. Wiring under Stage --Hazardous Location --Class 1, 2, 3 �. Bond--Gas-Vlater-Metal Frame y. Elect. Service--MCC--Mai P. Disconnect--Conductors--Ground lo. Sub Feeders --Wire SizeDga. Cu or Al Underground Conductors --Sign, etc. !2. Wiring 'dor Exit Lights Sign Job Card, ALI. OF ABOVE' COMSLETED n EXCEPT Signed: , �_ Dat� _ 2 ABOVE LISTED CORRECTIONS CGEMPLETED SIGN JOB CARD Signed: Date: 0 M Plans C C014MERCIAL UNDERFLOOR Permit no,jL7-T7 .� �'la o=nom=��.�n Falx �Lne�,-'=-�r_�n.�cta..�,�r������e . �►, +,..... r-, �jG A �' � �t�-t-s ri •, +,. ,.. ; ., � F n n �G fl i; i n .��O,il �`Y'�' t P R � g—'-'z�"'Sa—TTi-9 14sa+e - s --Concrete chess- olts -A s er Pla S' Job* Card AI,L OF ABOVE COMPLETED EXCEPT Signed:G ABOVE LISTED CORRECTIONS MMPLETED ,Signed: Date�> SIGPi JOB CARD Date: D V ski .rm meU, -kvRdJl46. Mq TO& *p4wNiSPC SMJRQ71''oa .) sec��, e n 1'70 S <, fnJRRG�� i-d1LM3 oewir ia�ltioa op -noC�'srJs��a a� die �f�,� SQSTtN1,3 C�� 66-1 PAGE 1 MULTIPLE FAMILY AND COMr1ERC.;A PLAN CHECKING GUIDE �Zto _ 80 %&viols �,as� Bldg. Permit #OWNER A. P. # (06 j CC- *V AE A. GF.URAL ning requireme is (-icards, parkin , special conditions Valuation. �,, ✓ b R .E, or Architect if required).Calculations. 'i�o nature y ( < Improvements and drainage. 1 Complete plot plan with dimensions, easements, other buildings, and other pertinent data. B. OCCUPANCY REQUIREMENTS j��ryy •� ct�� 1. Building use 2. Type of construction 3. Building floor area -11400 lkwwrlb*R 00 reM4 sq.ft. 4. Total allowable floor"area sq.ft. Basic allowable floor area Ltoo sq.ft. Bads for increase P % . M, -4- 1 Ing Occupancy Class Fire Zone 3 Occupant load 0;— a 30 -rc 5 Addis! alterations, and repairs exceeding 50%_(Sec. 104). fAmt "16 Compliance with occupancy group requirements (Chapters 5-13). Q �� !�0 Occupancy separations (Sec. 503). Area separations (Sec. 505). Firewalls due to location on property (Sec. 504). ;® Maximum height requirements (Sec. 507). Attic separations (Sec. 3205). 11 Ventilation and special hazards requirements (Chapters 6-13). !� ire extinguishing systems (Chapter 38). 1f Mechanical code requirements. f Restaurant Act requirements. Smoke detection system. C. SES OF CONSTRUCTION REQUIREMENTS 2N 2Fire retardant roof coverings (Sec. 1704). Parapet walls (Sec. 1709). Toilet room floors and walls (Sec. 1711). Physically handicapped (Sec. 1711 & Table 33A). Guardrails (Sec. 1716). �etailed types of construction requirements (Chapters 18-22). Pr roof pitch -for roof covering (Chapter 32). ttic access and ventilation (Sec. 3204). Roof drainage (Sec. 3207). Skylights (Chapter 34). ], Stages and platforms (Chapter 39). 12.,o -'Interior wall and ceiling finish (Chapter 42). 1�F ire resistive requirements (Chapter 43). 1/��Wall and ceiling coverings (Chapter 47). 1Glass and glazing (Chapter 54). at , Human Impact (Sec. 5406). �a d - 0'L PAGE 2 MULTIPLE FAMILY AND COMMERECiAZ KLAN CHECKING GUIDE (continued) D. STAIRS, EXITS, AND OCCUPANT LOADS Number of exits, width and locations (Sec.`3302). MP Doors (Sec. 3303). Corridors and exterior exit balconies (Sec. 3304). 4v.0'7'S"tairways, rise & run, width, winders, and construction (Sec. 3305). ,*�Horizontal.exit (Sec. 3307). Exit and smokeproof enclosures (Sec. 3308 & 3309). io'OoExit signs and illumination (Sec. 3312). 400"I-xits for occupancy groups A-E (Sec. 3315-3319). E. ENGINEERING REGULATIONS, DESIGN, QUALITY, MATERIALS,AND DETAILED REQUIREMENTS `Complete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters.23-29. Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details. Energy design, calcs, and necessary details (State law). �3'o""Veneer (Chapter 30) �himneys and fireplaces (Chapter 37). Engineered plansif required. e5�'-3astics (Chapter 52). cxcavation and grading (Chapter 70) - not adopted. ��ontinuous or Special Inspection (Sec. 305). actory or other certification. 9/ Soils or compaction data. k1)) PLVW r%.MDj1C11.1VAD WlaLL U= FLVvtucu -LVL QLLWWGLLLG- �..... +......... as outlined in the new appliance efficiency standards and shall be certified to the Energy Commission. .. /(7) LIGHTING (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, sizing charts (form #4) or other approved methods, section 2-5352(8), and fill out the following: Heating: Winter design temperature 2-7 °, elevation heating loads,7 BTU eleva ion actor .00 x eating load = maximum outlet capacity gas furnace BTU Cooling: Summer design temperature /02--D, cooling loadk�TU (USE ONLY AS A SIZING GUIDE, COOLING MAY BE INADEQUATE) *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 SIGNATURE OF BUILDING DESIGNER OR APPLICANT 3 July 9, 198 Dale Witt 11780 Skyway Magalia, Ca. 95954 Butte Count LAND OF NATUP.AL VVEAL T Fi LIND S E A U T Y PLANNING COMMISSION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 PHONE: 538-7601 Re: Site Plan Review, File 87-47 Dear Mr. Witt: At the regular meeting of the Butte County Planning Commission held _ July 8, 1987, your site plan to allow a 2,480 square foot addition to an existing hardware store on property zoned C -C located on the east side of Skyway, approximately 257 ft. nor Lakeridge Circle across from South Park Drive, identified a AP 66-33-13, aradise Pines, was approved subject to the following conditio 1. The addition shall be warehouse space only and will not be open to the public. The applicant will submit a new plot plan showing this prior to issuance of building permits. 2. Applicant shall construct the remaining parking spaces shown on the plot plan (Spaces 245-251). These spaces shall be graded, a dust palliative applied, and an inspection done by the Planning Department prior to the issuance of building permits. 3. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. Should you have any questions regarding this matter, please contact this office between 10:00 a.m. and 3:00 p.m. Sincerely, _ B. A. Kircher Director of Planning Stephen A. Streeter Senior Planner SAS:lr cc: Building Department August 28, 1987 Dale Witt 14086 Skyway Magalia, Ca. 95954 Re: Site Plan Review, File 87-47 Dear Mr. Witt: 95965.3397 PHONE: 538-7601 At the regular meeting of the Butte County Planning Commission held August 27, 1987, your site plan to allow 2,560 square feet, 840 of which can be retail sales area and the remainder (1,720 square feet) is to be warehouse space only, not open to the public, was approved, subject to the following conditions: 1. The addition be limited to 2,560 square feet, 840 of which can be retail sales area and the remainder (1,720 square feet) is to be warehouse space only, not open to the public. Applicant shall construct the remaining parking spaces as shown on the plot plan (Spaces 6 through 12). These spaces shall be le graded, a dust palliative applied, and an inspection done by the Planning Department prior to the issuance of building permits. 3. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. Should you have. any questions regarding this matter, please contact this office between 10:00 a.m. and 3:00 p.m. Sincerely, B. A. Kircher Director of Planning BAK:lr cc: Building Department j CERYIFICATEOF 1�TE OF iIM � ��i Cc Liu W� t CONFORMANCE /HE UNDERSIGNED MANUFACTURER HEREB Y CERTIF/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in _ SPRINGFIELD, OREGON , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME:__ PALMER G LEWIS COMPANY JOB LOCATION: __ SACRAMENTO CA CUSTOMER'S ORDER NO. 3 O 1-1 1 5 3 q DATE 10 / q/ W FGR'S ORDER NO. 49 O 1 -C PROOF LOADED END �41��YD4X JOINTS SIGNATURE 4��OLL�"'� _ COMPANY ROSBORO LUMBER CO r TITLE_ QUALITY CONTROI ADDRESS_ SO 22ND ST DATE 10/14/87 AITC HEREBY CERT/F/ES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 39267 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ® 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ,NOWLEDGEMENT ROSBORO GLU-LAM PRODUCTS t P.O. E<UX 20 (503) 746-6411 �* SPRI,vGF;XELD, yOri 57477 I :<<stnmer PALMER G. LEWIS COMPANY INC Shia TO R,ECEIVE� P.0. BOX 28547 OCT 1:) �yI SACRAMENTO CA 95828 � Order Date 10/09/87 Rea Ship Date 10/13/87 Revision Date 0/0 Cust P.O. # 301-11539 Cust 'Job # Revision Num. Snio Via TRUCA Route Ereinht C,i:� I Ter -ms 5% 10 DAYS, NET 30 Comb Svmbo:: AS NOTED Ir,soect ion .A; TC Insoect ion 'ai.d By ROSBJRO FINISH CODES - APPEARANCE MODIFIER CODES - - - PROFILES PROTECTION TOTAL FOOTAGE 27782 FOB M E -End Seal APPEARANCE PROT W -Wild SPC ST 141it/Riss BEAR PROFIL LINEAL RAID( # &TY a;DTH DEPTH FEc1 IN FRACT RADIUS GRADE rODIFY -ECT II.N CIE aR COQ SECT L R FEC -1 / 5-313 4 63-1/8 X 13-1/2 60 02 2000 Arch. I S D V4 2400F A I W S 240 S -3I5 4 03-1/8 X 15 60 02 2000 Ara.l. I S D V4 2400E A i- W S 240 S-512 8 05-1/8 X 12 60 02 2000 Arch. I S D V4 2400r A l W S 480 S-513 6 05-1/8 X 13-1/2 60 02 2000 Arch. I S D V4 2400= A l W S 360 S-515 4 05-1/8 X 15 60 02 2000 Arch. ; S D V4 2400F A l W S 240 S -515N 4 05-1/8 X 15 58 00 2000 Arch. I S D V4 240dF A l W S 200 S-516 8 05-1/8 X 16-1/2 60 02 2800 Arch. I S D V4 2400F A l W S 480 S -516N 4 05-1/8 X 16-1/2 50 08 2000 Arch. I S D V4 2400F A l W S 200 S -519N 4 05-1/8 X 19-1/2 56 Be 2000 Ann. I S D V4 2400F A I W S 200 S -616N 2 06-3/4 X 16-1/2 50 00 2008 Arch. I S D V4 24007F A i W S 100 S -618N 2 06-3/4 X 18 50 IS 2000 Arch. I S D V4 2408F A I W S 160 : FINISH CODES - APPEARANCE MODIFIER CODES - - - PROFILES PROTECTION TOTAL FOOTAGE 27782 FOB M E -End Seal 8 -None 7 -Routh Saw 3 S W -Wild L -Load Wrao DZLIV S -Sealer 141it/Riss 8 -Rough Saw 4 S S -Square I -Individual TOTAL WEIGHT 49898 SALES PS X -Surf Sealer 2 -Fill All Voids F -Fabricate Mundle 0 -Other 3 -Surf 3 Sides A -Sanded Purlin /Drw Rea C -Crate N -None 4 -Surf 4 Sides B -Arch Colusn P -Plumb N -None 5 -Other C -Cross Arms O -Other 6 -Eased Edges ' BY ----- G ._.. DATE- - SUBJECT..rltZ- - .5..__. SHEET NO..--.- / .. OF. �.. QQ HKD: BY .... ..... DATE .---------•- G ' ..................................... ------------- fOISE.PN 3�. F L T..... ENGINEERING 8790 CLARK RD. PARADISE. CA 98969 (916) 872-0254 9 Y GO/yiyE�c/ ,SG�4. DF GovvEJ�T/O,cJ,fG /P'v Z ado ��jstt/G Zov� 3 W R.C.E. 324 J Reg. Expires 12-31-1988 F4110/!'6 j�' /YIsc , 2. p DG ISG 7,D ,, LL - /drJ�.PF L G = 3r0 1,44L ?.K /�L Y�!%BD,U - /��f� (� .i• �,eO,Dv�r S� . PS / - p�3 0 e-Uf.77P, - ZDQD Ps/ 1�4 4-ou-4 wlG,�irJ� r�e.r�i,��" /SopPs•F G1112� S,tclojj - Zoo •�. Gt> . O � rl: 77 /,V! (/S� Zx6=�-F Z�o•c, v By ...... DATE_ -P6'- SU BJECT,••v_-'_-i!-`T�.....S SHEET NO...__2/_. CHKD. BY..-....... DATE .... .------ •--- - JOB NO . ------.61 - = ........................................ 1 • /�00/G ��/`1/�e� ��ir/T.l G ✓r�oo� Tdoclh �O/..s'Tt — S'�iF�t/ - /O� .�P,¢. -- Z¢o •a• l . � _ � 0�3¢'c / _�``���{sjt` �`�'�� .03¢,r /O -7VIZ /I [ Z zv A "6 7, �,p- /, /Z)X , ACV- ¢VOx, sZk1.6 r r r �----- lrl,o f x G Po..c'T3 C� G�v,os C'�c�L'� �T;•r c� �41rS — � _u�-�f c� TvP s' �sof'7; /O, 72/L — cr3,C z _ 79¢ /f) !/ a cli - Pr' 00,9 /, 33,.<, 00 7t, 03rx,2,�-) x(¢Ot`f)x�6¢t4�too7x�v,c6¢t f,o/vac/Z.r0f4, — -f7,/zt/7,Ft- f 7 0 72'� 7n 6'. 6'v 4001- 0/�fPf/. • � � 7.G�/fo �. /9Z �i /16 BY --L/•- DATE_.. SUBJECT_.. ...�/rLG�S SHEET NO. OF.._Y-_--. _ CMKD. BY .. ..... ---------•------••---------------•-•----•----•---- DATE - ...._._.._.... ... •........... --•--•-----•-...................................................... / 6I�6 JOB NO.---•--------------• ........................................... z _ 79¢ /f) !/ a cli - Pr' 00,9 /, 33,.<, 00 7t, 03rx,2,�-) x(¢Ot`f)x�6¢t4�too7x�v,c6¢t f,o/vac/Z.r0f4, — -f7,/zt/7,Ft- f 7 0 72'� 7n 6'. 6'v 4001- 0/�fPf/. • � � 7.G�/fo �. /9Z �i BY ...... .... DATE ---7 SU BJECT._.JZ�vC� G.i�LC.S� .. ................. SHEET NO...-47 .. CHKD_ BY......... DATE..------. - JOB NO. `OF.._ /f� x �p -57-145 Z49 ' e-lf7'wl — z,rz x /, -73 - r 2x To�tzs W`zZ e- �.�. �.Fus our 33/Z = gp,?,e 6w- cove& -mss e fro. Svyrtt ;v-eo 132 ,ry w = , 007 x (7 Ar) '-. /yie -Z -r , 20,r ,%Z� z,� /,t ih�Pso� hr:�Z >S'oGovc�,�s BY.. ..... A4 7 ..... DATE- SUBJECT...!���, ............ .......... ...... SHEET NO. -.,-Vr.... OF CHKD. BY..-...-.-- DATE� ------------- ............... ......................................................... JOB NO.--•- 6110-6 -------- -------------------------------------------------- ......... ........... ............. ......... .............................. ............................................. /`�� � � .r, 2Ox 90 a/6v.D �� �2. /6/67 - /.3�.Z¢ /C.=-- 3491tc lax /Z = ¢6 OeX 4ex. alp /0 �/S���P �Ly._ui/�i r-�-�//Z� BY T LT DATE-.-1f/y)o� SUB��JECT.��(--- l.- ..u�...... .1.."/ CHKD. BY -..... --• DATE. ----------- e, &44-e, SHEET NO..../-- OF ---/---- JOB NO.--- 6/06 ............ FF L.T...... ENGINEERING 5790 CLARK RD. PARADISE, CA 95969 (916) 872-0254 Pif�/¢P aox.-s ' : ra 1 -"YE" P.8D1-L'�eTX T, = 6x,r�/2 t Z. t. r= tri /y-�s'� �fSSC�/yE G,e/C,C� ,�9�T�s mss' it �-vPP7 c. TOJ� � Cf�igLL TvP G� A0/7, e /6.'srvos � SGoPE % %z y svPPr c- / / T- _ , O/ -i -x /.33 X l%f N"e 2, r_ , /2 //a = -, p/ K ,Ca, STCST, - - .�, fJ -� 2,�x ��//2 ., /, S-7 x[(r, r -1,,C 2) A -�751:7 x 7) -�J/ R=o�Zx/33,v �Z =,/¢It Tv rZ21' /YPs'vrc� /l 3f 1f-NC11O To Zx ¢ leifFT�S!/ 31/2- jr-'17r,,V 12 �szOPE s0��� Co car 2x 6 To IEZPO� R.C.E. 32434 Reg. Expires 12-31-1988 Form 1 BUILDING DATA FORM BUILDING ENVELOPE COMPLIANCE Project Title �'�� � ��— `�'�/�/DfJ Documented by 14T Location c'�`G/`Com' Date /`L'%Dx G(/./�/�L�%� Project Designer Checked b Y Date SITE DESCRIPTION Location Code Number (from Table 2 of Appendix 1) Latitude Degree Days -heating (from Table 2 of Appendix 1) 2 3 `fO10 SF, Solar Factor (from Fig. 4.1.17 or Table 2 of Appendix 1) 4 f'Z� AT, ASHRAE design temp — 790 (from Table 2 of /9 Appendix 1) 5 T Z—Z_ 6 300 BLDG. DESCRIPTION Occupancy Type Code Number ZJ"GO Gross heated floor area, sq. ft. 7 Number of floors 8 Ground Floor Perimeter, ft. 9 ZOO Longest diagonal dimension at ground floor, ft. 10 2Q17'r Height, ft. Record the detailed materials data on the Materials Data Form - Form 2 Wall Surface Areas Aopaque wall 12 Awindow 13 3L Adoor 14 AGO Total Aow Line 12 + 13 + 14 15 Heat Transfer Coefficients (see Section 4.1.8) %%�% �- ♦ r winter !!1 C?x 6¢ 4��/77VC�) (heating) Uwall Uwindow 16 17 0,022 1.13 �XT+�ivD E—� %?' �� 76'v/PC�S Udoor 18 �9 /teL`'%>z //vC� rtl]`SL�: S/�%C� %O �9 �/osummer Uw 19 vo �/^%7� �-•�C GVf><Y�'cZlJ�oo+ing► u 20 adingaL� itJ6'�—Y/.C'�o�s coefficient of glass, (from Table 3 of Appendix 1) door sc 21 22 /• DO Weight of Wall Construction, Ib/ft2 w 23 6, Z Mass Correction Factor (from Fig. 4.1.16) MCF 24 ��&D Equivalent Temperature Difference (from Fig. 4.1.16) TDeQ 25 4C4 Roof Surface Areas Aopaque roof 26 ZV"9'0 �pVES f� s� C�GG S /f�6 /� G� v1,0,Cn. Askyli Aor 7) 27 28 Total % skylights (26 + 2 27) (27/28) 29 Q K No. o ^I Note: if Line 29 is 5% or greater, automatic light-sensitive 6Z I switching systems are required in the area lighted by sky- 1PJq C') ... light. lF OF CAO�. Enter the difference between line 27 and 5% of line 28, or zero, whichever is the greater 30 Enter the sum of line 26 and line 30 31 Zq',50 /Page 2 of Form 1 `BUILDING DATA FORM — BUILDING ENVELOPE COMPLIANCE 1 PROJECT TITLE Heat Transfer Coefficients (See Section 4.1.B) winter Uroof 32 (heating) 33 —' . Uckylight ur 34 summer � 35 '— (cooling) s Shading Coefficient of skylight (from Table 3 of Appendix 1) SCS 36 — Mass Coefficient (from Fig. 4.1.16) Mc 37 • 79 Absolptance (from Fig. 4.1..16) Ac 38 Floor Floor Area over unheated space Aof 39 LI -value for floor Uof 40 HEATING DESIGN CRITERION 37� Standard UoN, (from Fig. 4.1.2) 43 ' Standard Uor (from Fig. 4.1.3) 44 Standard Uof (from Fig. 4.1.4) 45 "— Maximum allowable Uo (from Fig. 4.1.1) 46 ZO Proposed Uow (from Fig. 4.1.7) 47 Proposed Uor (from Fig. 4.1.10) 48 • 06f Proposed Uof (from line 40) 49 Proposed Uo (from Fig. 4.1.1) 50 Line 50 m t exceed line 46 Note: Uor Is calculated from the equation of Fig. 4.1.10 for the proposed building using the value from line 30 for the area of skylights, and the value from line 31 for the overall roof area Aor COOLING DESIGN CRITERION 51 33' `r¢ Standard OTTWw (from Fig. 4.1.15) Standard OTTVr (41 x line 44) 52 3, % 22 53 Standard OTTV (from Fig. 4.1.13) Proposed OTTVw (from Fig. 4.1.14) 54 6. I?r Proposed OTTVr (from Fig. 4.1.14) 55 Proposed OTTV (from Fig. 4.1.13) 56 Ll --) Line exceed line 53 Note.: 01'TVr for the proposed building is calculated from the equation of Fig. 4. 1. 14 using the value from line 27 for the area of skylights, and the value from line 28 for the overall roof area Aor ' BUILDING DATA FORM Fort BUILDING ENVELOPE COMPLIANCE Project Title n�'l2�'�T��� 'o��%-�ov Documented by SGT Location �sE ' ` C Date Project Designer f'y��' ����� Checked by Date SITE DESCRIPTION Location Code Number (from Table 2 of Appendix 1) 1 Uwindow Latitude 2 39: q0 Degree Days -heating (from Table 2 of Appendix 1) 3 121a SF, Solar Factor (from Fig. 4.1.17 or Table 2 of Appendix 1) 4 21 V_Q5;' AT, ASHRAE design temp — 78° (from Table 2 of 22 �• 00 w Appendix 1) 5 /9 T Z—Z BLDG. DESCRIPTION Occupancy Type Code Number (fFeFA 6 Gross heated floor area, sq. ft. ,30 uO.SF 7QZ_2 O Number of floors 8 Ground Floor Perimeter, ft. 9 zae Longest diagonal dimension at ground floor, ft. 10 Height, ft. 11 �O Record the detailed materials data on the Materials Data Form - Form 2 Wall Surface Areas Aopaque wall 12 11ce? Awindow 13 3Z Adoor 14 16O Total Aow Line 12 + 13 + 14 15 19-500 Q�pF ESS/Q1 m r*� cr_ / -°l` 3 A 9T LIVI FOF CALF, Roof R.C.E. 3244 Reg. Expires 12-31-1988 g Heat Transfer Coefficients (see Section 4.1.8) winter (heating) summer (cooling) Shading coefficient of glass, (from Table 3 of Appendix 1) Weight of Wall Construction, Ib/ft2 Mass Correction Factor (from Fig. 4.1.16) Equivalent Temperature Difference (from Fig. 4.1.16) Uwal1 16 0 6720 Uwindow 17 1.13 Udoor 18 - �! UW 19 , *;7 u 20 /.Oa Udoor 21 V_Q5;' sc 22 �• 00 w 23 G► Z MCF 24 TDeq 25 4r171 Surface Areas Aopaque roof 26 2q-;3.0 Askylight 27 99 Total Aor (26 + 27) 28 Z �� % skylights (27/28) 29 Note: if Line 29 is 5% or greater, automatic light-sensitive switching systems are required in the area lighted by sky ligh t. Enter the difference between line 27 and 5% of line 28, or zero, whichever is the greater Enter the sum of line 26 and line 30 30 0 31 ZED BUILDING DATA FORM — BUILDING ENVELOPE COMPLIANCE PROJECT TITLE ' _ Heat Transfer Coefficients (See Section 4.1.8) winter (heating) summer (cooling) Shading Coefficient of skylight (from Table 3 of Appendix 1) Mass Coefficient (from Fig. 4.1.16) Absolptance (from Fig. 4.1..16) Floor HEATING DESIGN CRITERION Floor Area over unheated space U•value for floor Staljdafd UoW (from Fig. 4.1.2) Standard Uor (from Fig. 4.1.3) Standard Uof (from Fig. 4.1.4) Maxlmurn allowable Uo (from Fig. 4.1.1) Proposed UoW (from Fig. 4.1.7) Proposed Uor (from Fig. 4.1.10) . Proposed Uof (from line 40) Proposed Uo (from Fig. 4.1.1) Note: 1) /s calculated from the equation of Fig. 4.1.10 for the proposed building using the value from line 30 for the area of skyllyhta, and the value from line 31 for the overall roof arjoh Apr COOLING DESIGN CRITERION Stendohl OTTWW (from Fig. 4.1.15) Standard OTTVr (41 x line 44) Standard OTTV (from Fig. 4.1.13) Proposed OM W (from Fig. 4.1.14) Proposed OTTVr (from Fig. 4.1.14) Proposed OTTV (from Fig. 4.1.13) Page Z of rorm t Uroof 32 Uskylight 33 '— ur 34 ¢¢ us 35 SCs 36 Mc 37 Ac 38 ' 7% Note: 0TTVr for the proposed building is calculated from the equation of Fig. 4.1.14 using the value from line 27 for the area of kyflghts, and the value from line 28 for the overall roof area or Aof 39 .f Uof 40 43 , 3V 44 , 0 9 2 45 '- 46 ZO 47 48 • 05f 49 50 •-0IP3 Line 50 must not exceed line 46 51 52 3 77Z 53 54 6. I?r 55 �' '�St/_gf 56 3, 222 Line 56 must not exceed line 53 Form 2 MATERIALS DATA FORM BUILDING ENVELOPE COMPLIANCE ' y,,�E Documented by SGT Project Title Date Location Checked by Project Designer Date Wall Wall Type 1 Weight of wall construction, Ib/ft2 (see Sec. 4.1.8) . W1 1 4' Z Heat Transfer Coefficient (see Sec. 4.1.8) U1 2 -072 Surface Areas (attach sheets to document any additional Orientation 3 E`Sr compass orientations) Area 4 ¢40_ Orientation 5 Area 6 6� Orientation 7 S'OUT7/ Area 8 Orientation 9 72�'7714 Area 10 Z'f 42*' Wall Type 2 Weight of wait construction; Ib/ft2 W2 11 Heat Transfer Coefficient U2 12 Surface Areas (Attach sheets to document any additional Orientation 13 compass orientations) Area 14 Orientation 15 Area 16 Orientation 17 Area 18 Orientation 19 Area 20 Wall Type 3 IWO W3 21 Weight of wall construction, Heat Transfer Coefficient U3 22 _. Surface Areas (Attach sheets to document any additional Orientation 23 compass orientations) Area 24 _ Orientation 25 Area 26 Orientation 27 Area 28 Orientation 29 Area 30 P, PROJECT TITLE Wall Type 4 w Weight of wall construction, Ib/ft2 4 31 Surface Areas (Attach sheets to document any additional V4 32 compass orientations) Orientation 33 Area 34 Orientation 35 Area 36 Orientation 37 Area 38 Orientation 39 Area 40 Glass Type 1 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 41 1 Heat Transfer Coefficient (from mfn, data) 42 111-2. Surface Areas (Attach sheets to document any additional Orientation 43 S©UT compass orientations) Area 44 3Z Orientation 45 Area 46 Orientation 47 Area 48 Orientation 49 Area 50 Glass Type 2 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) 51 Heat Transfer Coefficient (from mfrs. data) 52 Surface Areas (Attach sheets to document any additional Orientation 53 compass orientations) Area 54 Orientation 55 Area 56 Orientation 57 Area 58 Orientation 59 Area 60 Glass Type 3 61 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) Heat Transfer Coefficient (from mfrs.data) 62 Surface Areas (Attach sheets to document any additional Orientation 63 compass orientations) Area 64 Orientation 65 Area 66 Orientation 67 Area 68 Orientation 69 Area 70 MATERIALS DATA FORM — BUILDING ENVELOPE COMPLIANCE PROJECT TITLE Glass Type 4 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) Heat Transfer Coefficient (from mfrs. data) Surface Areas (Attach sheets to document any additional compass orientations). Page 3 of Form 2 71 'f . 72 Orientation 73 Area 74 Orientation 75 Area 76 Or!Rntation 77 Area 78 Orientation 79 Area 80 Roof Roof Type 1 Weight of roof construction, Ib/ft2 (see Section 4.1.8) Heat Transfer Coefficient (see Section 4.1.8) Surface Area (Attach sheets to docgrnent any additional roof types) Skylight Area Skylight Shading Coefficient (from Table 3 of Appendix 1) Skylight Heat Transfer Coefficient (U -value) 81 �¢ 82 , 0 f 83 2 f'60 84 85 86 Floor Floor Type 1 (floors over non -air conditioned spaces only) Weight of floor construction, I012 (see Section 4.11.8) 87 Heat Transfer Coefficient (see Section 4.1.8) 88 Surface Area (attach sheets to document any eddltional floor types) 89 Doors Surface Area 90 /60 Heat Transfer Coefficient W -value, see Table 4 of Appendix 1) 91 ' �9 BY ........DATE.. SUBJECT-�� r/c......v 4.5 SHEET NO. OF-!!!�. CHKD. BY ..... ................ DATE ........................ JiO,NO.._.._.. . . ................................................................................. . ............. Ir L.T ENGINEERING V5790 CLARK RD. PARADISE. CA 95969 (016) 672-0234 77Y6�,6- e,-te-cs Is /,f ry Va, of A Zit 7- )4,e4) IPA[- cfe-e, s/, 4 00" D14K 0 71 3)—. Ess/ 10 Nqr -7rk Ir uj No.. 14-//C)" sjgT CIV /I Al 27 67 14x 2� 7b WnE COUNTY' hfi 10^f- le?Ic MOING DEPARTMENT Zqp 7L(01'�lACFW0>fq 07,97 -22.72 ze. 3 - /1Z BY....•..!..........._. DATE ....5..... SUBJECT./ CHKD. BY ...................... 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A"eAp- C067= 61,v"I'cc 'o"= cowvn - c"? /ps"c- ("Cyf. � /' 6 ) .4772 A /oqv'</-ao y. 1,13 x 32 Id'a pRa ,.AVo.r&-7D a OZ - S7;3WAaf,,eAO Or7V 017PA",1AVIC-1 -A 0777/e ff /fo 0 ,, 1L -,4,0,e 33. (1-OW-oL3Z) 4 3. 77 Z 4w /f OV Y, 3 2 74- Zv"'SO (i/4'. I f-,% 13) ATE•... 196 SUBJECT../ ---------- ......... D BY -- ----L!-.•----- - ----------------------- SHEET NO. ---.g---. OF CHKD. 13Y ----------- DATE 00 -------------------------- ------------------------- JOB NO. - �I---�_..._....---------------- I -------------------------------------------------------------- -------------------------------------------- Vw,4w 74e2p 71- 61,00-A= 4,r (c/s. -ot, % /4 -A/ 4le,4,e Ar Ile sc-r,4r -.4,47 6/,s 4.c -409 99rrAo, ilp oc, I?rA (1¢�p 4re.,e ZC4CO 3. zzz /f e -P y- 3Z f 2jWV Form 5 DOCUMENTATION FORM 'BUILDING LIGHTING COMPLIANCE eject Title �,�,�GlJiJ`�E ,�E Documented by SGT . Location Date Project Designer ,l/pY Checked by Date Rnom Room RCR Task Areas Note Sq. Ft. No. Sq. Ft. Total Watts Allotted Design Page Total za f� /17,00 HT -AT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY Form 3 (Rev. 1 5/78) Check one: cooling List of Construction Components R / Outside Surface Air Film 2. Roof V 3. > Floor 5. % . Total Resistance Rt 6 7. heating WEIGHT: ��� Ib/ft2 8. 9. U -Value Q/Rt) Sketch of Construction Assembly 10. cooling heating Inside Surface Air Film Check one: cooling heating Wall / Outside Surface Air Film Roof V cooling heating Floor 7Z Total Resistance Rt cooling heating WEIGHT: ��� Ib/ft2 U -Value Q/Rt) cooling heating 'HEAT TRANSFER COEFFICIENT , PROPOSED CONSTRUCTION ASSEMBLY Form 3 Floor WXCLS REATING COOLING List of Construction Components pZ R nx s1o1,1,w ✓3' 2. Z �(IZ sP�fCE �`r ' 9 3. 4z, 1`111--1xUG . /A O 4. .p �� 5. j i 6. I j. 7. ' 8. Inside Surface Air Film . 6 . 6qo cooling heating Sketch of Construction Assembly Outside Surface Air Film . or • /7 WEIGHT: Ib/ft2 cooling heating Check one: Total Resistance Rt f3.9f 13.17.- 3.1fGcooling cooling heating Wall Roof LJ -Value (I/Rt) cooling heating Floor - _ ._f : �..._.-s.-.arc-Y+4'�^Y�'.-F�'vs"�.....�:-•.----�.vh�t{_r�,..t,r srYs%�`y .�.1.+7`1�.ti..�-..-✓+r•P'C :� _J .d fi COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 4 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE = .� , we xs-� i u tw v r� OWNER PERMIT NO. c,r A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. ;;i A Date 6--3-9/ Inspector l/ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ' 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 5389-76 for the following: Use Classification Hardware Store Address or Location els Skyway- S. of Lakeridge Circle,Magal Group F'2 occupancy; Type V -N construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Works Date July 9, 1980 By POST IN A CONSP PLACE W4 NOTICE A new Certificate of Occupancy is required If the use or occupancy of this building changes. This Certificate of Occupancy shall be posted In a conspicuous place and is not to be removed by other than the Building Inspector. a an PERMIT NO. PERMIT EXPIRES OWNER Mar ion W. Robinson CONTR. owner LOCATION (A.P. 66-33-13 L/O oKyway, app. zDu'N.ox tne b. entrance of Lakeridge Cir., lot#59, Skyway Plaza, Magalia 3 It o (7 r -f 0 0,0 &Q,, fad 0aw4c /,fj Y/,l 6c/c Temp. Power Pole -7 Called PG&E Temp. E e'v. Called le!c G E 2 Temp. G3/sServ. '�I, ed PG&E C JOB FI ZLED— (Date) (Signature) COUNTY OF BUTTE — D.EPARTMW OF' PUBLIC WORKS BUILDING INSPECTION RECORD Reinf. Steel I Final 1 Fixtures % _ v p . A Stucco BUILDING BUILDING (Cont'd) Mesh PLUMBING Setback Scratch Firewall 2 Soil Piping Brown Forms Temp. Pole Parapets 1st Floor Underground Main Bid (J-717 Restroom Finish 2nd Floor Final Footings) Windows 3rd Floor Stemwal Siding B To out ) Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings StemwalI Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handicapped Conformance of ex. structure A llance Gas Pi in & Temp. Gas es Slab Final Sanitation C4. 4o"-_ kIREPILACE Final eel Footings Footing ELECTR CAL /1 e Reinf. Steel I Final 1 Fixtures % _ v p . A Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service S - Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath 13-77 Ventilation Permanent Door Closer Y, Final Final DATE t REMARKS OR CORRECTIONS 4114-1 / t --)-7 - 2? o C� -. 06 (NOTE: An entry must be made on this form each time you visit the job site.) �`. COUNTY OF BUTTE — DEEPARaMENT OF PUBLIC WORKS 7 County Center Drive - UroviIIe, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT e P DatCZe Signature of er itee or Agent Receipt No./S 7,o White-D.P.W. – Yellow -Assessor – Pink -Inspector – Goldenrod -Applicant ine butte uounty coae and/or resolutions to do work indicated above for which fees have been paid. � IRECTOR OF PUBLIC WORKS By Date_Lt Building permit expires Date BUILDING V4 1 Owner ���0 �/� O SQ. FT. OCC. BUILDING VALUATION Z r0 ZO / l Mailing Address /GQl�' ��� �JG� aL � Telephone No. Fireplace Contractor Total Valuation Mailing Address 041 Permit Fee Plan Checking Fe y Telephone No. Permit Fee $ y Building Address d� J� (/sf/Q �oOiQAX PLUMBING No. @ FEE PERMIT FILING FEE $3.00 2.00 16'v O %ty,e- SSO • 1--�r.�..�%, c' Each Trap 1.50 3"10 OF �C %Z/l%G�• �, Repair drainage or vent piping 1.50 , Water piping 1.50 Q ' 9 5?< 0-1 A< -XZ/,% 401 &.4 Each gas water heater or vent 1.50 A. P. No.6;!!F— 3 j !on , g - Gas piping system 1 - 5 outlets 1.50 ; r Each additional outlet .30 Fe Nr - tion FireDept. FireZone se P7 Building sewer 5.00 EQA IParking Plans ParcelParcel Declaration Ma P 60' R/W roA4 awn sprinkler system 2.00 Bldg. Plans Recd A"ival Parcel Ap sjR±oval Planppr Permit Fee $ c7 NEW tE ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.b0 3.a O Main service io°°V OR o AMP ORLESS5.00 4'. o O Main service EA. ADD'L loo AMP 2.50ER ,y o Single Family ❑ Duplex ❑ Mobil Home ❑ Others 0 0 AMP OR LESS 25.00 Main service 1 Main service EA. AOD'L loo AMP 1.00 NEW CONST. DWELLING OCCUR. & OR ADDNS. ACC. BLDGS. ) 20sgft NEW CONSTR. MULTI.OUTLET NON•RESID. (BRANCH CIRCUITS) 2.50ea 240, 00 NEW CONSTPOWER APPARATUS & R. RESID. (SINGLE OUTLET CIR. NON. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: ' � Ex. Occup(OUTLETS OR FIXTURES)@25C BAL@1 Ex. Occu P• FIXED APPLNS. OR ( OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 1 am exempt from the Contractors License Laws of the State of California. Permit Fee p WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ WI have placed on file with the County of Butte a certificate of orkmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEEPERMIT FILING FEE J$3.00 3,00 Heating /fid j� 0 Cooling S n—PAII, ?•Sd Zn O Ventilation Hood 2.00 Permit Fee $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby I authorize representatives of the County of Butte to enter upon the �^al?Mp_mantinnPr11 nrnnora^tnr i--ti—n TOTAL PERMIT- FEE $zS_3 00 This permit is hereby issued under the applicable Drovisions of P DatCZe Signature of er itee or Agent Receipt No./S 7,o White-D.P.W. – Yellow -Assessor – Pink -Inspector – Goldenrod -Applicant ine butte uounty coae and/or resolutions to do work indicated above for which fees have been paid. � IRECTOR OF PUBLIC WORKS By Date_Lt Building permit expires Date COUNTY OF BUTTE — PEPPRTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT aurnurlce representatives or the county or butte to enter upon the a e -mentioned property fo 'nspectaon purposes. / Date , Signature o`/f�Permit or Agent Receipt No. 1 11 99-�—) White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. D EC 0 PUBLIC WORKS BY Date permit expires Date BUILDING Owner �� SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address A/,f, Telephone No. Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee sb Building Address'C 5;- all Plan Checking Fee&/or Penalty - Permit Fee 6 PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. - ,�,� -�3 Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 Fees W.C. Sza4a4isn Fire Dept. Fire Zone Use Permit Gas piping system 1 -5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W I Improvements Each additional outlet .30 Building sewer 5.00 Parcel Approval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ $ ELECTRICAL No.1 @ FEE PERMIT FILING FEE J$3.00 Main service 8001 OR LESS 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ❑ Others JZ Main service EA. ADD'L 100 AMP 2.50 G!/ Main service OVER soov 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST ( ACCLBLDGS.LING CCUP. 51 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: TLET NEW CONSTR BRANCH CIRCUITS) NON -REBID � BRANCH CIRCUITS/ 2.50ea NEW CONST R. !POWER APPARATUS 8 NON-RESID. SINGLE OUTLET CIR. 250 Ex. Occup{OUTLETS OR FIXTIIRES g L 1 @ �FIuXED APPLNS. OR Ex. OCCUp•oTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 �( I am exempt from the Contractors License Laws of the State of Cali fomia. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ 66 aurnurlce representatives or the county or butte to enter upon the a e -mentioned property fo 'nspectaon purposes. / Date , Signature o`/f�Permit or Agent Receipt No. 1 11 99-�—) White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. D EC 0 PUBLIC WORKS BY Date permit expires Date September 30, 1976 Marion W. Robinson RE: Building Permit 1609 hemlock Lane Paradise, CA. 95969 Dear Mr.`Robinaon With reference to the above °subject, this office is in receipt of an application for a building permit to construct a hardware store on the Skyway at Magalia and we have been advised by the Planning Department that you must have your develop- ment plans approved by the Planning Commission prior to the issuance of a building permit. The Planning Department advised us that you should submit two•(2) copies of a.plot plan together with some elevations of the proposed structure to its office so that the matter can be placed on the Commission's agenda. If you have any questions regarding this matter, please contact the Planning Depart- ment at 7 County Center Drive, Oroville, Phone: 534-4601. Yours very truly, Clay Castleberry Director .of Public Works L.D. Sweet LDS:dd Supervising Building Inspector cc: Planning Department CC'i`AIERCII.L FIIAT:; Permit 2'io 1. Plans 2. Entrance Steps--Ramp--Door--Glass Protection 3. Stairs & Rails _ 4. Fireplace or Stave--Clearances--Hearth -5, Electric Trim & Sub Panel --Labels -6. Electric Fixtures --Outlets at Wood Panel --Int. & Ext. 7.' Interior Finish --Wall Exterior Finish--Siding--Stucco--Veneer oo/C NON tart ca7�Ff �� / ~/ p y ` x /L 8. Bathrooms --Floor & Walf Protection --Grab Bars --Toilet Compartment--Lay.-- Door Size -Swim & Other Handicap Requirements --Exhaust Fan 9' Kit. Hood -Type 1 & 2 --Inst. at Req, locations--Illaterials--Clearances-- Size & H t. Above Cook Top --Air Exhaust --Fire Extinguisher System-- ..Make-up Air for Hood-.�„�,./oc/� 10. Air Gap--Drain--Dishwasher--Refrigerator=-Food Storage 11, Plater Heater--Clearance--PRV Drein--Combustion Air --Furnace 12: Suspended Ceiling --Fire Dampers --Lighting Fixtures -Fire Rated or Tents 13. Ventilation Throughout Bldg. --Air Intake & Exhaust --.Hazardous Area 14. Fire Sprinkler System 15. Firewalls --1 hr. --2 *,r. --Area Separation Walls--0-genings-: Doo.rs..vi/closors 16- Elect. Outlets, Trim in hazardous locations --Class 1, 2, 3 17. Equipment w/Spark or Glow out of hazarriojjc Area 18. -Dust Collecting System --Spray Booth — - - aa« navurw40-4 19. Exit Doors--Swing--Landing--Side & Rear Yard Requirements---_:xi.t Sigr_s 2.0% Parapet Walls--Roof-Drains & Overflow --Plumbing & App. Vent Termination'_ 21. Kitchen Hood Vent Termination 22', AC Unit--Disconnect--Conductor Size--Clearances--115V Outlet --Fresh Air Intake Clearance to Other Vents & Openings CcCC�ss 23.- Elect. Service Equipt•___Trim_— Breakers --Labels -_: Gas Test --Meters Tagged --Gas & Elect. 25. ~'later Supply & Sewer Connected 25. Corrections From Previous Inspections -*?-. Ener .� Compliance Certificate t 28. Sign Job Card �z/r- 4 w+ <Fu7r;r4 T ALI, OF ABOVE COIYIPLETED LJ EXCEPT Signed: Date: ABOVE LISTED CORRECTIONS COMPLETED SIGN JOB CARD Signed: Date: 71 McCAIN ASSOCIATES (916) 891-1865 A --tco Ga `492 RIO LINDO AVENUE CHICO, CALIF. 95926 CONSULTING ENGINEERS SURVEYORS May 8, 1978 Steve Bowman County of Butte Department of Public Works #7 County Center Drive Oroville, CA 95965 Re: Butte County A.P. No. 51-19-79; future residence for C;.h.arles Montgomery Gentlemen: On May 5, 1978 we made afield inspection of the building site for the reference construction and performed a series of in-place density thest at various depths.throucghout the pad. We•found the clay fill material to be consistently above 90% relative density. The average of all the tests was 93.71 and the lowest relative density we observed was 90%. Ir_ essence, the pad should prove suitable for the single-family residence planned for the parcel. If we may be of further assistance on this matter, feel free to contact this office at your convenience. Very truly yours, McCAIN ASSOCIATES' `-"doseph .E . Hassell RCE 23017 cc: Augie Velasquez. IN imoa RTA TIVIESSAGE. W-5 Rl"', vTEIEPHONEDa����..'� � �• � �5��L.�LL`�,.����r� ;� ``GAMETO:SEEsYOU� �WILL�CALL�AGAINy� �' `VNANTS TO SEf YOB ' �R�USHk�� �z WON NINE .' a % '010,111 Vie., Y <,.,.2 SFETURNED YOUR'CA�LL� SPECIALH� NTION����.� � ��9 � a MESSAGE SIGNED LITHO IN U. - - - _ - TOPS 9. FORM 3002S s File No. BUTTE COUNTY (For Action 1, 2, 3) Public Works Dept. '(For Information t/ ) Director Dep. Dir, Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. Design Engr, Bridge Engr. Constr. Engr. Surveys Mapping Transp. FD d Dev. rng. /S.I. b.& Pcl. Maps rmits L� Addr. v �_ Ernest Dale & Loretha 0. Witt 14086 Skyway Magalia, CA 95954 RE: Building Code Violation (True Value Hardware Store) 14086 Skyway, Magalia Dear Mr. & Mrs. Witt: June 11, 1991 A.P. #: 66-33-13 This is a warning letter to notify you that you are in violation of the Butte County Code at the above referenced location as follows: Failure to obtain permits, inspections and approvals for addition of storage area to hardware store. Since permits and inspections are required for the above work, please contact this office within ten days of the date of this letter, submit two complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. Please be aware that Butte County has entered into a Code Enforcement Program that seeks voluntary compliance with the Butte County Code but provides an effective means of enforcement if such compliance is not obtained. If voluntary compliance is not obtained, enforcement will be pursued through the issuance of citations, fines, and the recording of a Notice of Violation. Your cooperation in resolving this matter would be appreciated. Should you have any questions concerning this matter, please contact Rod Taylor or Jim Glander of this office. nd,"ch e- Yours very truly, ` � /�U�G�iG�GG AlwV� William Cheff pg' JFG:dms cc: Assessor Building Inspector Director of Public Works J.F. Glander Manager, Building Inspection (9MP'ORTANT MESSAGE FOR DATE P �:, g �. TIME ..M---.AlL S I -J lyrr \. ojl`lc� 9�Ruk U/ z v . PHONE AREA CODE 'NUMBER . - ,EXTENSION I.,�r 3n?�azh hzr a i TELEPHONED^ �� S:a Y�'z,��.�.w`���' "C �. *� PLEASE GALL�� � t^ �•�. SCAME TO SEE YOU WIL=Lg,AGAR WANTS T�0YO �z? 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