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HomeMy WebLinkAbout040-400-071.4 040-400-071 PERMIT#98-1699 STOTT OUTDOOR ADVERTISING 3125 Southgate Ln., Chico New Comm Sign /70 { 1-41 { I MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilings C MERCIAL �! 040-400-071 PERMIT#98-1699 STOTT OUTDOOR ADVERTISING 3125 Southgate Ln., Chico New Comm Sign OFFICE COPY Address_���,,;,� GAS Meter B -------- Y---- t� ELECTRIC Date Meter By � Date V=OK, O = No�OK =blot Applicable = Not Ready COMMERCIAL - Date UND OR Plans OK except #'s Date FRAMING (Continued) oni etbacks-Easements-Flood-Slope-Soil Report tg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Ste walls, Main; Steel -Bloc kouts-Wrapped 50. Glu -Lam cert. -Placement -Support einf. Steel -Grade -Placement 51. Steel Buildings-Purlin-Girders 7. Slab; Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer 12. Electric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date Card B-1 Date Card 13-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except #'s 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Hand icap-W/C-Backi ng 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection j 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date Card B-1 Date Card B-1 68. Elec. Trim & Subpanel; Breaker Sizes &Labels Date ELECTRICAL (Permit) OK except #'s 69. Stairs & Rails 22. Fixture & Transformer Clearance -Ins. Protection 70. Handicap -Door Levers -Fin. Floor 23. Single Phase -Three Phase -Equip. Bond 71. Elec. Outlets at Wood Panel; Int. & Ext. 24. Size Boxes & No. of Conductors -Stapled 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Plb., Elec. & Mech. Equip. Listed for Location 27. Wiring -90' -Protected -Color Coded 74. Insulation -Foam -Looked in Attic ❑ Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents Crawl Hole Door -Drainage &Wood -Earth Clearance Looked under Floor Yes L 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 77, Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 Date Card B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval _ 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. k.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) c v - a . r .... I .Y��w . v"'' ♦ . R Y � 'tiv`'l:_ '� T'-+C.•"_...y�f`j " ter':. tP� � �1 y 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 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please 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. G t f7/- e 0-1 f.ro1. - . 7' �t� X 4d / e�nn. � " , - V , VW t C Date /Z Inspector REV 10142 DATE: 9/17/98 Y -/(V. y5 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement Client: Stott Outdoor Advertising P.O. Box 7209 Chico, CA 95927 INSPECTOR: B. Forsythe, P. Dickinson DESCRIPTION OF WORK: PROJECT: Southgate Lane Billboard Weather: Clear/Warm Temp: 70 Arrived at the jobsite at 0830 hrs. to perform special concrete inspection for placement of concrete and reinforcing steel at the Billboard Spread Footing. Verified proper reinforcing placement, size, laps, spacing and clearances per reinforcing plan, Butte County Approved Structural Drawings by R & L Ventures. The first truck arrived at 0915 hrs. Verified the mix design as North Valley Ready Mix. All loads were monitored for the correct mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. Cast 1 set of 4 cylinders representative of the East Exit Gate, to be returned to the lab for compression testing. Performed 1 slump test out of load # 3. The slump measured 5.5 inches. All work was in compliance with approved plans and specifications. No problems were noted during placement. Departed jobsite at 1400 hrs. CC: i 3080 Thorntree Drive. Ste. is • rhiM (:A QF074 . Toionhnnn• /S9/11 aw cant - c.... :...:i_. icnn% nn. .^.n 'fro 10 'fro OUTOOOR ADV ERTISING w P.O. Box 7209 • Chico, CA 95927-7209 • Phone (530) 342-3235 ,r--' r '-: f October 22, 1998 Butte County Building Department Department of Developmental Services 7 County Center Drive Oroville, CA 95965 Dear Sirs or Madam: Enclosed please find original reports of special inspections that were required for our job covered by Permit #98-1699. We are scheduling the completion of the last of the electrical and will be calling your Chico office for final inspection on this job in the next seven to ten days. Your consideration is appreciated. Sj,Qcerely, Jim Moravec Gener Manager JM:mp APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPF,CTMF.N COMPRESSIVE STRENGTH REPORT PROJECT: Southgate Lane Billboard Report Date: 10/15/98 Max. Load Lbs. Area Date Cast: 9/17/98 Comp. Strength (PSI) Specified Strength (f c) Date Received: 9/18/98 9/24/98 7 Cast by: P. Dickinson CLIENT: Stag Outdoor Advertising Location in Structure: Base of Billboard Standard 28 P.O. Box 7209 28.27 4,310 2633 Chico, CA 95927 10/15/98 28 Sample Size: 6" x 12" Max Size Aggregate: 1" Supplier: North Valley Ready Mix Admixtures: 1% CC Mix Design: NV R/M 3000 Air Entrainment: NA Cement Factor: 5.5 Sk. Concrete Temp: 77 Slump: 5.5" Air Temp: 76 Lab Specimen Number Structure & Location Test Date F Age Days Max. Load Lbs. Area Comp. Strength (PSI) Specified Strength (f c) 2631 Base of Billboard Standard 9/24/98 7 92,000 28.27 3,250 2632 Base of Billboard Standard 10/15/98 28 122,000 28.27 4,310 2633 Base of Billboard Standard 10/15/98 28 123,000 28.27 4,350 2634 Base of Billboard Standard S 28,27 F-1 These Tests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: C.C.. Reviewed by 3080 Thorntree Drive, Ste. 35 • Chico. CA 9SQ71 . Talanhnno• Is; -2n% on -4 ecnr APPLIED TESTING -CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION CERTIFICATE OF BOLTING INSPECTION DATE: 9/22/98 CLIENT: Stott Outdoor Advertising P.O. Box 7209 Chico, CA 95927 PROJECT: Southgate Lane Billboard Bolt Size in dia Req'd Tension lbs Test Torque ft -lbs Turn of the Nut turn past snug) Impact Test sec 1 '/4" 1/3 DESCRIPTION OF WORK Arrived at job at 0800 hrs. To perform special inspection of high strength bolting at the Billboard Sign, Column Centelever Connection. Before tightening the bolts we verified that the materials used in this assembly were in conformance with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. The bolts used in this structure are 1 %" diameter A325 grade high strength bolts with hardened steel washers beneath hardened steel nuts. The Turn -of -Nut Tightening method was used per Section 8(d)(1). The 1 3/4" bolts were too large to use in the Skidmore Wilhelm Tension indicating devise. The bolts were installed and brought to a snug -tight condition by the contractor. The bolts, nuts, washers, and steel were marked, the nuts were then tightened 1/3 turn past snug -tight, per Table 5 of the RSCS specifications. We also verified that there was no rotation of any of the bolts during the tightening operation. There were a total of 12 bolts in the structure, all 12 were tightened using the above mentioned procedure. Based on the above mentioned procedure, it is our judgment that all A325 high strength bolts installed in the structure have been properly tensioned in accordance with the RCSC Specifications for Structural Joints contained in the AISC Manual for Steel Cote -_w U_Ct7on. Departed the job at 1030 hrs. �.. It Brad Forsy Charles E" Inspector C-038692 Exp. '3/31/01 t Staff Engineer 'AnRn Thnmtraa nriva Ctea 4r, . rwh r•a or'a'7'2 - MOM ono ccnc . Tenn. nn. .n... ..s .� r.A v. i ``•. - a .. .•,;� .:v5. - .. .. �� . .. ?� ¢�: ., ! a14..,.ti". ., s� :.?,V •�� .. r n. if"�;.�':'' ... a. --. .. $ rf.' .> .... 1@��E.'"yS Vo o • titi .. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PEMIT NO. (Rev. 12/96) APPLICATION AND PERMIT l ASSESSOR PARCEL NUMBER n40-400-071 ZONING M9 BUILDING PERMIT OWNER STOTT OUTDOOR ADV, TELEPHONE 342-3235 SQ. FT. OCC. BUILDING VALUATION EST?5,000. . OWNERS MAILING ADDRESS PO BOX 7209, CHICO, CA 95927 - CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION (ENDER ' Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 252.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 163.80 BUILDING ADDRESS 3125 SOUTHGATE LN., CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 435.80 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SIGN SPECIFY Solar or heat um water heater 23.00 Waterp�P� 9 I In 15.00 Each as water heater or vent 15.00 TYPE OF WORK New Ci Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 500VOR LE Main Service OA OR LESS 23.00 23. fJ 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.POWEPUS License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law pr the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. �1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compense on insurance ca ier and policy number are: Carrier 1 I'Z7,1 c� %7t c. iGt Main Service 200A TO I000A 46.00 NEW CONST. DWEWff OCCUP. OR ADONS. ( a ACC. sins. SO 3.5QFT: =R_,...'ONSMULTI-OUTLETCUTS @7,50 8 SINGLER AOUTLETPARATCSI R. Ex. Occu OUTLET OR FIXTURES 20 @ I'50 BAL @ .so Ex. Occup. OF'EEDA RLNS DRQ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number we, _r —&0 :T — D 5S — 01 (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 f I should become subject to the wo ers' compensation provisions of section 3700 of the Labor Code, I shall fo ith comply with those provisions. �I N^ X YkOR A �f cC Date � � � � v _ S' natur of Applicant - ❑Owner ontractor ❑ Agent 0 A permit is required for exca tions over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 478.80 HAZ. D FEES IMP FLOOD CDF PARCEL pp D ISSU This permit is hereby issued under the applicable provisions County ode and/or Resolutions to do work of the Pa -- indica d a r w iCh�fees have been paid. By D/ate�J[// PERMIT EXPIRES ON ate Receipt No. 244521 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT CO.Y STA& BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION r 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 S.,. e:.e e PERMIT APPLICATION DATA SHEET OWNER: i ASSESSOR PARCEL NUMBER: O C/ 0 - 1-/ 6 0 - 0 11 Proposed Building Use: Building Inspector: Date: -7 - -IS/ -9,t `.;.y At time of permit application, was advised the following data must be submitted prior to permit processing and/or issuance: j Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- i'•,`j ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ J. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ E16. ----------------- ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- n�' ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 118. -------------------------------------------------------- ❑8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ':.{ -1110. Fees of $ = ----------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- n. ,F ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ 13. FAood elevation certificate. ---------------------------------------------------------------------------------------- 0 44. Sanitation and plot plan approvaln)l Health Department. ------------------------------------------- ❑ 15.'City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- X1 7. Planning approval for (A) Use: N Q.X (B) Parking: NIA -------------------------- ' ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------= ------------- 021 * --------- ❑22: Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -----------1 c io ❑ 24. Letter of signature authorization. ------------------------------------------------------i 025. Recorded copy of Agricultural Acknowledgment Statement. ---------------------- f\AM 026. Letter of intent on building use. ---------------------------------------------------=---•1 - r>)q% 027. Manufactured Home utility clearance. -----------------------------------------------J - l i g tL SL 028. Existing violations and/or expired permits. --------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as follows El Mail to owner, Telephone 3 �IaP'3,c�3 S and hold for pickup at I to contractor. (Date) ❑ Deliver with inspector. ee ' Date: i F Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department,tDate: Po lution Date: By:Copyof plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by- Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: " om Yellow Copy - Department of Development Services, Building Division. , • TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Sfo 77 _ Owner Loca Ion Plan Approved for: Sewage Disposal X Water Supply: Public Clearance for dvmtirrg. Other 5,c,y 719o7Li,.q , Hold final for: Final clearance O.K. for: NOTE: zo/iV / "XI.Z Environ ent Health Specialist 8/96 1 E.H. USE ONLY Plot Plan Attached LS Floor Plan Attache O Sent to B.D. `� / fd-4a-6-7/ AP# Private Well Y Date 91 G COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SE.RVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-7541/-k,PERMIT Nt Rev 12,96j APPLICATION AND PERMIT ♦S�E99oR PARCEL NUMBER owo- 400 -0-7 I LONNOBUILDING jet? - z PERMIT -owNeR�p 0, aF2 - /h44e*+"s3R,,1 7q ?/I " 7wNER �d7�7o'/�'�s,yv�t/l/o+/urt RD✓./� ��Z-�Z''S� -., ADDRESS _D T" / L V vl L {" GO C-.- C( �IJ S0. FT. OCC. BUILDING VALUATION AA !1 �( L CONTRACTOR'S NAME 0 — TELlPHON! CONTRACTORS h"IUNO AODMS CONSTRUCTION LEADER Fireplace LENDER'S NAILING ADDF"s Total Valuation $ Z S b • vU ARCHrrECT" `� 5 ;MN7 LMME"O' Filing Fee S 20.00 Permit Fee = � �Z •� ARCHrTECT OR DMNMS WWNO AOORES8 ! _ � ,Ilio Z W. ClrFL S S� E X114 0Z �s�dI Plan Chocking Fee $ U SURDNOADOREea' - p Gc�` ?�� Energy Plan Checking Fee $ $ vt-C PERMIT FEE LOT NO. SUBDNISID"mom ►AW9L NA/ PLUMBING PERMIT Filing Fee 20.00 Each Tr 7.00 USEOFSTRUCTURE - SF ❑ Duplex O Mobilehoms Other svecrr Soler or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition O Remodel O Unities ❑ Installation O Ot w LX ' Describe Work: W� ��^ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE : ELECTRICAL PERMIT Filing Fee 20.00 MOV Main Service 200A CN LEBS 23.00 23.06t 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: O I, as owner of the property, or my employees with wages as their sob compensation. will do the work, and the structure is not intended or offered for sale. ❑ 1, ns owner of the property, am exclusively contracting with licensed contractors to construct the project O 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 0 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 4 the permit is for work of a valuation of one hundred dollars (1100) or leas.) C3I cartify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code. I shall forthwith comply with those provisions. X _ Date Signature of Applicant - O Owner ❑ Contractor O Agent An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height. Main Service Io" To 1owA 46.00 NEW CONST. Owaliw occuv. T. 3.5¢R; OR AOONS. • ACC. atDs.NEW cum T. FDµRQiO. MULTFOLmET @7.50 POWER OUTLEAPPARATUS I 8 SINGLE OUTLET CAR Ex. Occup. OUTLET OR FIXTURES ew 4 1.00 70APPLISO OR Ex. Occup. ouTLETs ORE 6.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE = 3 MECHANICAL PERMIT Filing ee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FE S f Mobile Home Installation Fee = Energy Inspection Fee S occ COAST " TOTAL FEES HA2. O. FEES I INP I FLOOD I Cor i PARCEL I PO Ho ISSUE This permit is hereby issued under of the Butte County Code end/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date _ p-trI Receipt No. oC`T 7 )o` wHirE 0 0 3 •B 0 CANARVA SSESSOR PINK INSPECTOR GOLOENROO•APPLICANr NOTE: Ail Materials & workmanship Shall Be 5]vironmental Health N Accordance with Recognized Good Practices and Q s I of a Quality Prescribed for the Specified use 5 3 1 1998 w N in the Uniform O , o Building, Plumbing b' Mechmnic� Codes and the National Electrical Code. 10 �, Chico, CA Y a v j 4 43 Z ELECTRICAL, MECHANICAL, AND PLUMBING CONSTRUCTION ( NOT PLAN CHECKED ) SHALLCOM?DLy WITH CURRENT EDITION OF NEC, UMC AND UPC. � This set of pl .ept on the job cake any chax fritten perm Forks, County oS 717 7- -4 ku lb "K � > T ro aq s and specifications MUBT be all times and it is unlawful to ^` s or alterations on same without / )u from the Department of Public Butte. w O 4Q S •< �.;� Va 0 4m I ' ul Location of structures & equipment shall be as shown & clear of all easements. goZ .. r ,ISI 1 Z J •� N C c (J BUTT C � T p Z t �3-1691 /1 FILE COPY 1 entuY s, Inc. a -.1162M.-Ci :;swii: s � coria'.-AMMs1 = COVER SHEET - SIZE OF SIGN: 14- X 4-15 HAGL: ' 5'Q WIND LOAD: ALLOWABLE SOIL PRESSURE: 10'0'0 PSip STRUCTURE DESIGN: fDfix, CENTER MOUNT PARTIAL FLAG (col. loc. ) / FULL FLAG (col. loc. ) EXTENDED FLAG (col. loc. ) OFFSET V-BUILD ANGLE OR FEET (MAX. OPENING) BACK TO BACK OR- fNfibE—FkE FOOTING DESIGN: Q 0 /0jv _ ROUND 'SQUARE z m SPREAD 0.412134 rn SPECIAL CONDITIONS: 1V1� 'qTF OF C AO�OQ. TABLE OF CONTENTS CRITERIA - - - - - - - - - - - - - - - - - - - CS-1 -------------- - - - -A-K -:F8 49 B€.SIGAI--------- - - - - -- 1w -E9EY &S4GN - - - - - - - - - - - - - - - - - FOUNDATION DESIGN- - - - - - - - - - - - - - - F-1 BUTTE COUNTY ——————————�C9L�.o�. ��� `,,a" Sk-1AFPRvVED. y. JOB TITLE JOB NO. SHT OF CALCULATED BY - DATE CHECKED BY DATE SCALE REFERENCE CRITERIA SPECIFICATION CODE. 1'11114-- V Ci STEEL: ASTM A-36 FY = 36 KSI PIPE SECTIONS: ASTM A-538, A 252 GR, OR API-5LX WELDING ROD - ASTM E-70 SERIES LOW HYDROGEN BOLTS - A 307 OR 325 TYPE `N' CONCRETE - MIN. COMPRESSIVE STRENGTH OF FC = 3000 PSI (150 PCF) AT 28 DAYS (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) REBAR - ASTM A615 GRADE 40 OR GRADE 60 WOOD DOUGLAS FIR LARCH 42 WITH Fb (REP.) = 1310 PSI FOUNDATIONS - SPREAD FTG. ALLOWABLE BEARING PRESSURE 1 000 PSI SEE SOIL REPORT OF UBC TABLE NO. ' 1b- i -A. (I - o Se L,o w 6-47-.kDs) ROUND OR SQUARE CAISSON FTG. ALLOWING LATERAL BEARING PRESSURE ��� PSFIFT SEE SOIL REPORT OR UBC TABLE NO. I.b-i A DESIGN LOADING WIND = 3 PSF LIVE' = FRONT CATWALK -20 PSF OR (4) 200# MEN. AT ANY POINT REAR CATWALK -20 PSF OR (2) 200# MEN. AT ANY POINT DEAD = SIGN FACE WT. 5116 DURAPLY -.9375 PSF 2X4 (6 TOTAL HORIZ) -.5691 PSF 2X6 (1 TOTAL VERT.) -- .575 PSF 7 LAYERS -PAPER AND GLUE' -.416 PSF 2.49 PSF - 2.5 PSF WIND LOAD FOR U.B.C. p = Ce Cq qs I EXPOSURE C (OPEN COUNTRY) p = DESIGN WIND PRESSURE Ce = COMBINED HEIGHT, EXPOSURE AND GUST FACTOR Cq = PRESSURE COEFFICIENT (1.4 FOR SIGNS) qs = WIND STAGNATION PRESSURE AT 30'-0" 1 = IMPORTANCE FACTOR (1.0 FOR SIGNS) WIND 1 VELOCITY 70 75 80 90 100 110 OVERALLqs HEIGHT 12.6 14.5 16.4 20.8 25.6 31.0 Ce 0-15 1.05 18.7 21.5 24.3 30.9 38.0 46.0 20 1.13 19.9 229 1 25.9 329 40.5 49.0 25 1.19 21.0 24.2 27.3 34.7 426 51.6 30 123 21.7 25.0 282 35.8 44.1 53.4 40 1.31 23.1 26.6 30.1 38.1 47.0 56.9 60 1.43 25Z 29.0 32.8 41.6 512 62 0 80 1.53 27.0 1 31.1 35.1 1 44.6 54.8 66.4 LVentui(e-.s. InG 8137 North 83rd Avenue 0 Peoria. AZ 85345 F1FCGaCurc J08 TITLE - 1 � rFF . t3� i� Tb 20 -V JOB NO. SHT. ~ I OF CALCULATED BY �-7� DATE IZ 213 CHECKED BYE- DATE SCALE Solt_ G(./ ► SA- �'� Y C L A le r S I L W i AJ Tr 1 0 0 0 Fa !� on vpsF/4e, 4 -(o' Lo w -� L PWz- w P%v, - PWI = IT 5 x 48 x. 03 = 25.2" Mw, -'P,, (I"",- HAGL + D) = 14 6 7. q X F00TI:VG SIZE RESAA: x 42 SE E (L) x (W) (o) ISELOW (011M) co►a.2) Pw = 17. S x 20 (MAX) 9.03 03 = 10,: x t �-(Paan Pg C -I) M,,,,2 - Pw?. ( � 2 + HAGL • D) t M p =1 I 10. G DEAD LOAD : SI&M READ = 2A.•3 K CO! UMN = 14. K(Wr�PT X HAGL) CONCRETE = 2S& I K(AS 'yT3 x L xWx D) ZDL = 286.6 DISTRI6UTION IN EACH DIRECTION w/NO NEGATIVE SOIL. PRESSURE= I ADL (i- �� = M�,, 0. Ps) w: ZDL ► 2 DIRECTION 1 :a►= 3(FDL(2)--Mw,) _ 2"I (FROM � c-I)� 10L. PS► 6-W) t(Lv� = 2.3 <PA_6' 1.7 (1.33)=23 C s OVER TUR N I N T DIRECTICW I - ZDL (-Lr)=3SeS. 9=1 Mwl (1.5) = 2201.9 REINFpRCING . DIRECTION 1: PsMAx 2.3 -.ISO= (.6 .BOTTOM: MUS 1.3 x PSS( �Z = 160.9 1-K Ru--Llux 1200c� 71.Spsi KI x 1 D , AS_ Ru x1.3 x12"(20-4)=.9SIn F 2pr USE: (14) 9 LkARS(F s (00 KSI) roP:. Mu: 1.4 x .15D x y= * 73.S 1-K RL, = 32.6 psi As = . 44 `Yrr DIRECTION Z : a,= 3(iDL(z0 -Mw` 1DL . Ps? z- aD(L 2) 2.1 <P LL _ I.7 (1.35)=2.3 DIRKTION Z: �DL(Z)=2151.o�Mw, (I.5)}166s.q DIRECTION 2: A3M,. 1.3 -,ISD = I, 6 NSP Z B01TOM: Mu 1.3 x i�x= s7,q s -m 100 u .9 x 12 ? 1?.0O4)Q = 25.7 Psi Inz As -an L x 12x(120-¢)_ .34 SFT 17USE,.(Zo)#G BARS(1= _ C.O KSI) TOP: Mvs1.4x.1SD►L.26.GI-K Rua 11.6 Psi As- • Z4 1i%r EuS>r:�12) 7 BflFZS (F • 6o KSI) i U5E "(Z0)* G BARS(F - 40 KSI)] v entuf s, Ing 9js2ragu:,,sYIro-8• P5oiia, �z asae� COVER SHEET — �448.2 ' -• -r 6bZ•87.8-953.0 !_FoXSt02_876.9133 SIZE OF SIGN: lQ- X_ HAGL: q� WIND LOAD: 30 P S4q�D� yc ALLOWABLE SOIL PRESSURE: MOTs./�-% STRUCTURE DESIGN: q.41 84 CENTER MOUNTqq Ivj Q PARTIAL FLAG (col. loc. ) �rFOF FULL FLAG (col. loc. ) EXTENDED FLAG (col. loc. ) OFFSET V -BUILD ANGLE OR 3 FEET (MAX. OPENING) -� BACK TO BACK OR SINGLE FACE FOOTING DESIGN: ROUND ( DES -i a--�v 7�07- 200,. 300 4, 4-00 ps fW t. S-01 L.) SQUARE SPREAD SPECIAL CONDITIONS: TABLE OF CONTENTS CRITERIA - - --- - - - - - - - - - - - - - - - CS -1 HEAD DESIGN - - - - - - - - - - - - - - - - - - H-1 -rl+ mjj 4-5 TORSION DESIGN - - - - - - = - - - - - - - - - T-1 71+rzv 'rr-"5 COLUMN DESIGN - - - - - - - - - - - - - - - - - C-1 FOUNDATION DESIGN --------------F''�' PIPE MOMENT CAPACITY CHART - - - - - - ��� 5 t JOB TITLE 14- k ¢gj I-- P JOB NO. SHT GS- I OF CALCULATED BY S L_ DATE 3 b CHECKED BY DATE SCALE REFERENCE CRITERIA SPECIFICATION CODE. Itl61d- o ( - STEEL: ASTM A-36 FY = 36 KSI PIPE SECTIONS: ASTM A-5313, A 252 GR, OR API-5LX WELDING ROD - ASTM E-70 SERIES LOW HYDROGEN BOLTS - A 307 OR 325 TYPE'N' ' CONCRETE - MIN. COMPRESSIVE STRENGTH OF F'C = 3000 PSI (150 PCF) AT 28 DAYS 100 (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) REBAR - ASTM A 615 GRADE 40 OR GRADE 60 WOOD - DOUGLAS FIR LARCH 42 WITH Fb (REP.) =1310 PSI N A FOUNDATIONS - SPREAD FTG. ALLOWABLE BEARING PRESSURE PSI 31.0 SEE SOIL REPORT OF UBC TABLE NO. 18-I -A 1.06 ROUND OR SQUARE CAISSON FTG. 400 21.5 ALLOWING LATERAL BEARING PRESSURE PSF/FT SEE SOIL REPORT OR UBC TABLE NO. I e> - I -A DESIGN LOADING WIND = 3 PSF LIVE = FRONT CATWALK - 20 PSF OR (4) 200# MEN. AT ANY POINT REAR CATWALK - 20 PSF OR (2) 200# MEN. AT ANY POINT DEAD = SIGN FACE WT. 5/16 DURAPLY -.9375 PSF 2X4 (6 TOTAL HORIZ) -.5691 PSF 2X6 (1 TOTAL VERT.) - .575 PSF 7 LAYERS -PAPER AND GLUE - .416 PSF 2.49 PSF - 2.5 PSF WIND LOAD FOR U.B.C. p = Ce Cq qs I EXPOSURE C (OPEN COUNTRY) p = DESIGN WIND PRESSURE Ce = COMBINED HEIGHT, EXPOSURE AND GUST FACTOR Cq = PRESSURE COEFFICIENT (1.4 FOR SIGNS) qs = WIND STAGNATION PRESSURE AT 30'-0" 1 = IMPORTANCE FACTOR (1.0 FOR SIGNS) OVERALL HEIGHT WINO VELOCITY 70 75 80 90 100 110 qs Ce 12.6 14.5 16.4 20.8 25.6 31.0 0-15 1.06 18.7 21.5 24.3 30.9 38.0 46.0 20 1.13 19.9 22.9 25.9 32.9 40.5 49.0 25 1.19 21.0 24.2 27.3 34.7 42.6 51.6 30 1.23 21.7 25.0 28.2 35.8 44.1 53.4 40 1.31 23.1 26.6 30.1 38A 47.0 56.9 60 1.43 25.2 29.0 32.8 41.6 51.2 62.0 80 1.53 1 27.0 31.1 1 35.1 44.6 54.8 66.4 d ROBERT IMURE PRESIDENT & Ventures Inc. Htl-tHtNL:t HEAD DESIGN FRONT CATWALK JOB TITLE FC JOB NO. SMT. OF �j� CALCULATED BY C DATE _.- �' " - CHECKED BY DATE SCALE FRONT CATWALK DESIGN LOAD L.L. - 20 PSF X 3 X 12 (MAX TRIB) = 720# (4 MEN) <,;2,200 - 800# (4 MEN/LEDGER) D.L. STRINGERS..: -_..5..8..X 2. 11.6 PLF I I � GRATING - 3.14 X 3 9.42.PLF CONN & MISC 2.58 PLF 3-d r I -p 23..6 "PLF GRATING - SPAN 3'-0" USE AMICO EXPANDED METAL GRATING CAP - CONCENTRATED LOAD AT CENTER OF SPAN 100#/FOOT OF WIDTH STRINGERS (MAX. 14' SPAN) Mmax -123.6 X 14a"+ 20 X 3.X 14a = 578.2 + 1470 = 2048-�2 10241 - 8 8 USE 4 X 3 X 1/4 LL. V. Fb 1.024 X 12 - 12.29 KSI (S - 1.0 IN) 1.0 L'4 MEN LEDGER P•= (23.6.X 12) + 800 - 1083.2 (12'TRIB)_ M 1.08 X (1.5 + 1.5) + (.009 X 4.5) (4.5/2) - 3.33'-' MIN. FLANGE - 3:24/2 X 3 - .54K/IN USE W6 X 9 UNSUP. LENGTH 5'-0" USE 3/16" FLANGE M CAP - 101-" > 3.33`-K CONNECTION 6ESIGN PER AISC HANGER TYPE CONNECTION _ Mmax [.02''(3) 12 + .0236 X 12] X 4 + .009 X 5.5''/2 - 4.149'-"' (12' TRIB) P - 4.1491-K /1.28 - 3.24K /ANGLE 3 X 3 X 1/4 X 4 3/4" 1 3/4" GAGE WP - 3.24/4:.75 - .682 KLF�.65 KLF PREL: SELECTION TABLE b = 1 3/4" - 1/4 - 1 1/2" a - 3 - 1 3/4 - 1.25" b' 1.5 - .625.= .875" a' - 1.5 + .625 - 2.125" a'*+ b',- 3" p - 4.75/2 - 2.375" d' .625" or - 1 - (.625 / 2.375) _ .7368 M = [2.375 (-.25)"�' X 36]/8 - .668 a - [3.24/2 x 1.5 / .668)-1] / .7368 - 3.58 Bc - 1.62 [ 1+\1 + 73688) (`2.125) - 1.90 KIPS FLANGE t 8 X 1.90 X 2.125 X 875 1/2 - .2768 IN>.25 - (2.375 X 36 [2.125 X .7368 (3.0)) 10% OVERSTRESS USE r<3 X 31 1/4 X 4.3/4 LONG W/ 1/2" K DIAMETER A307 BOLTS Vk,j - 2 Ta,, - 3.9K NOTE: RESTRICT 2'-6" MAX WIDE ON 12' TRIB LEDGERS ROBERT UIZURE • PRESIDENT & Ventures Inc. 1 1 e FStFtHtNC:t HEAD DESIGN REAR CATWALK REAR CATWALK DESIGN LOAD L.L. - 20 PSF X 2 $ 12 (MAX TRIB) - 480# ( 2 MEN) <--200 - 400# (2 MEN/LEDGER) 'I D.L. . STRINGERS 5.8 X 2 - .11.6.. PLF �_Ot GRATE 2 X 2 (ACT 1.87) 4.0 PLF 6-0 MISC. - 1.6 PLF 17.2 PLF GRATING SPAN 2' - On USE AMICO 1.87# GRIPMESH EXPANDED METAL] - CAP a CONC. LD @ CENTER OF SPAN - 150# / FOOT OF WIDTH STRINGERS (MAX 14' SPAN) SEE SHEET H-1.USE j< 4 X 3 X 1/4 (MAX 10' SPAN) MAX - 17.2 X 100 + 20 X 2 X 14a - 1230' - #/2 = 630 /STRINGER 8 8 . FU - .630 X 12/.577 - 13.10 KSI < 21.6 USE <3 X 3 X 1/4 . NOTE: (MAX 10' SPAN) LEDGER P - (17.2 X 12) + (20 X 12) - 446.4# M - .45 (1.0 + .5) + .009 (2.5' /2) 703 -K USE W6X9 UNSUP LGHT 2'-6" Mcap = 11 > .703 CONNECTION DESIGN PER AISC HANGER TYPE CONNECTION Mmax - [.02 (2) 12 + .0172 X 12) X 2.5 + .009 X 2.5� /2 - 1.744 -K (12' TRIB) P - 1.744 X 12/9.375 - 2.23w- WP .23KWP - 2.23/4.75 - .47 KLF < .65 KLF PREL. SELECTION TABLE_ SEE SHEET H-1 FOR CALC OF <3 X 3 X 1/4 CLIP. USE <3 X —3X- 14 X 4 3/4" LONG W/ 1/2" DIAMETER A307 BOLTS MIN. FLANGE THICK PER-AISC HANGER CONNECTION 2.23 K/ 2 BOLT / 3" — .37K / INCH USE 3/16" FLANGE CAPS .61K /IN G JOB TITLE JOB NO. SHT./- 2 OF CALCULATED BY v DATE� !-Z CHECKED BY DATE SCALE DESIGN LOAD L.L. - 20 PSF X 2 $ 12 (MAX TRIB) - 480# ( 2 MEN) <--200 - 400# (2 MEN/LEDGER) 'I D.L. . STRINGERS 5.8 X 2 - .11.6.. PLF �_Ot GRATE 2 X 2 (ACT 1.87) 4.0 PLF 6-0 MISC. - 1.6 PLF 17.2 PLF GRATING SPAN 2' - On USE AMICO 1.87# GRIPMESH EXPANDED METAL] - CAP a CONC. LD @ CENTER OF SPAN - 150# / FOOT OF WIDTH STRINGERS (MAX 14' SPAN) SEE SHEET H-1.USE j< 4 X 3 X 1/4 (MAX 10' SPAN) MAX - 17.2 X 100 + 20 X 2 X 14a - 1230' - #/2 = 630 /STRINGER 8 8 . FU - .630 X 12/.577 - 13.10 KSI < 21.6 USE <3 X 3 X 1/4 . NOTE: (MAX 10' SPAN) LEDGER P - (17.2 X 12) + (20 X 12) - 446.4# M - .45 (1.0 + .5) + .009 (2.5' /2) 703 -K USE W6X9 UNSUP LGHT 2'-6" Mcap = 11 > .703 CONNECTION DESIGN PER AISC HANGER TYPE CONNECTION Mmax - [.02 (2) 12 + .0172 X 12) X 2.5 + .009 X 2.5� /2 - 1.744 -K (12' TRIB) P - 1.744 X 12/9.375 - 2.23w- WP .23KWP - 2.23/4.75 - .47 KLF < .65 KLF PREL. SELECTION TABLE_ SEE SHEET H-1 FOR CALC OF <3 X 3 X 1/4 CLIP. USE <3 X —3X- 14 X 4 3/4" LONG W/ 1/2" DIAMETER A307 BOLTS MIN. FLANGE THICK PER-AISC HANGER CONNECTION 2.23 K/ 2 BOLT / 3" — .37K / INCH USE 3/16" FLANGE CAPS .61K /IN 1tUUGlt1 LNGU1tL T PRESIDENT & Ventures Inc. r.crcncw�,c 14 X 48 6 UPRIGHTS CONN. CMS FF, SFS OP- DF DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH -COMPRESSION FLANGE CANT. LENGTH 14'-0" CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE JOB NO. r SHT. ' ' OF / CALCULATED BY DATE '•� '�� CHECKED BY DATE SCALE Mmax e (30 PSF WIND) X 8 X 14Z /2 Q 23.521-K /2 Q 11.76''-K'WPRIGHT (40 PSF WIND) - 15.67' (50 PSF WIND) - 19.59' -V- 9.591 -K(60 (60 PSF WIND) - 23 52'-K (20 PSF WIND) - 7.84'"K SINGLE FACE OR "V" BUILD Mmax (30 PSF-WIND) X 8 X 142 /2 - 23.52' -"/UPRIGHT 20 (40 PSF WIND) 31.34'-K SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18'-K IN CONN. BELOW OR (60 PSF WIND) 47.04'-1` 1/4" GUSSETS. (20 PSF WIND) 15.681- k 13.3 BRACED_ T BOLTS A307 FLANGEvW/� W 1 3 INCR 1/3 INCR WEBv THICK 20 PSF 2.8 1/2"4-4 X 1.33 LENGTH UPRIGHTS 4' 5' 1 6' 7' 8' 9' 10' 11' / 1/3 W6 X 9 14.6 13.3 13.3 12:7 11.3 10 8.7 8 STRESS W8 X 10 21 18 16.7 15.3 14 12 10 - INCREASE W12 X 14 36.7 34.3 32 28.7 25.3 22 18 - W12 X 26 1 89.3 189.3 89.3 1817 1817 81.7 75.3 1 70.7 CONNECTION CENTER MOUNT, FULL FLAG, DOUBLE FACE OP- S!n&:V-t F.&C­- DESIGN FOR 51NGL.E UPRIGHTS Mmax X 12 e 2T (20").+ 2T (24") Mmax - MDL + M.t4LND r"�'-TENS ION SHEAR/BOLT 3.6/8 - .45K NEGLIBLE TOTAL A I SG 1 f uA*Tncn n"nv. ILP(�I(oN T sEE 'Q w =-3 lV IND T BOLTS A307 FLANGEvW/� W 1 3 INCR 1/3 INCR WEBv THICK 20 PSF 2.8 1/2"4-4 X 1.33 1/4"tom 3/16" 30 PSF 4.2 1/2"c� 4 'X 1.33 1/4 3%16 0 PSF 5.6 1/2-118.7 X 1.33, 5/16 1/4 50 PSF 7.0 1/2"'::� 8.7 X 1.33'.5/16 1/4 60 PSF 8.4 1/2-418.7 X 1.33 , 5/16 1/4 WEB STIFF INSTEAD USE 5/8"� - A307 -AA 9147 WELD TORSION VZ)L- 1.9K VWi,'p = 56K 1.9'-+ 56" - 57.9" / 2 X 3.71 - 7.8" - 1/4" WELD MAX CONNECTION 60 PSF ROBERT LA IZURE PRESIDENT & Ventures Inc. ncr cnc.wc ' TRUSS UPRIGHT 6 UPRIGHT - 14 X 48 A 325N BOLTS JOB TITLE (O 1 IJ 1 "f 5 A JOB NO. SHT. OF CALCULATED BY DATE CHECKED BY DATE SCALE DESIGN CRITERIA 14 X 48 MAX. TRIB AREA = 8'-0" MAX: UNBRACED LENGTH G(ZOSS 6�LC� CANT. LENGTH 14'-0" TRIB LENGTH OF TOP STRINGER = WIND 2 1/2' 3' 3 1/2' 4' 4 1/2 5' 20 26" 21" 18" 16" 14" 13" 30 26" 21" 18" 16" 14" 13" 40 20" 16" 13 1/2" 12" 10 .1/2" 101- 50 0"50 15 1/2" 12 1/2" 11" 10" 8 1/2" 8" 60 13" 10 1/2" 9" 8" 7" 6 1/2" H2 = Hl X 2 L3X3X1/4 ��! MSN r 59 IN BOLTS /� P S = .58 IN3 A325N A 1.44 IN" 1/2" DIAMETER = 1.33 X 4.1 = 5.4K rX .93 IN 5/5" DIAMETER = 6.4 X 1.33 = 8.5K WIND CHORD ANGLE CHORD SIZE BOAT SHBAR PER BOLT TUPEN BOLT A325 PL. THICK MIN WELD FA FB 20 6.3 13.2 L2 1/2X2 1/2X 1/4 3.5 1/2" 1/2" 1/4- 30 4.7 13 L3 X-3 X 1/4 4.2 1/2". 5/8" 1/4- 40 6.3 17'.4 L3 X 3 X 1/4 4.9 5/8" 5/8" 1/4", 50 7.8 10.8 *L3 X 3 X 1/4 5.7 5/8" 3/4" 5/16" 60 19.4 113 *L3 X 3'1 4 1 6.4 CHORD AT BOTTON OF TRUSS -4< cgosS : AXIAL - M=P, X fa=M/3.5XA BENDING - TRUSS STRGR Mmax = WIND X SPG X SPCG X SPAN fb = Mmax X 12/5 6 COMBINDED - fa + fb fa (1- fa) (fb) < 1.33 oq LY F'e � 21.6 KSIL 16.33 KSI 70 KSI 3 X 3 X 1/4— L3X3X1/4 CONNECTION BOLTS SHEAR .X 50LTS /A 15-25 )_� IN = = M/3.53 BOLTS + DL/3 X 2 TAPE PLATE THICK SHEAR M/3.5 X (A -BOLT HOLES) WELDING SHEAR = Mmax X 12/10" X 9 X 2 X 1.33 ZD, Q Tn2s! J `v — -2). S PRESIDENT & Ventures Inc. ncrcmum,t X 48 6 UPRIGHTS CONN. CM, FF. - DF GN CRITERIA - 14 X 48 TRIB.-.AREA.8'-0" - 6 UPRIGHT DESIGN UNBRACED._LENGTH -COMPRESSION FLANGE . LENGTH 14'-0" TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE LJ 14 4✓ " -JOB NO. S/H,T. OF q 'CALCULATED BY H G DATE �? CHECKED BY DATE SCALE Mmax. m..(30 'PSF WIND) X 8 X 142 /2 0 23.521-K /2"=. 11.:76" 7'K. ;../UPRIGHT' (40 PSF WIND) = 15.67' 5.67' -Y- -K(50 (50 PSF WIND) = 19.591 9.591 -r- -K(60 (60 PSS WIND) = 23.521 3,521 -k- -K(20 (20 PSF WIND) = 7.84'-k 13.3 SINGLE FACE OR "V" BUILD Morax = (30 PSF WIND) X 8 X 14 2'/2 23.52'-- /UPRIGHT (40 PSF WIND) 31.34'-K SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18-"` IN CONN. BELOW OR (60 PSF WIND) 47.041-K 1/4" GUSSETS (20 PSF WIND) 15.681-- 13.3 NBRACED T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THIC 20 PSF 1.6 1/2"+ 4 X -1.33 3/16 LENGTH '= UPRIGHTS 4' 5' 6' 7' 8' 9' 10' 11' / 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 16.7 15.3 14 12 10 INCREASE W12 X 14 36.7 34.3 32 28.7 25.3 22 18 W12 X 26 1 89.3 89.3 1 89.3 1 81.7 181.7 1 81.7 1 75.3 1 70.7 UUNDI tV 1 1UN CENTER MOUNT, FULL FLAG, DOUBLE FACE DESIGN FOR CONNECTED UPRIGHTS Mmax X 12 = 2T (20").+. 2T(2411)-.Minax.:;.=:..MDL +.M"uNn TENS ION .2 SHEAR/BOLT = 3.6/8 = :45K NEGLIBLE TOTAL AS� FL4 R&le.. GER DESIGN ISC WF.R STTFF Lu & T a C O� BoL_Ts I•d _x q- Mme' bA(&E IND T BOLTS A307 W 1 3 INCR FLANGE W/ 1/3 INCR WEB THIC 20 PSF 1.6 1/2"+ 4 X -1.33 3/16 3/16 30 PSF 2.4 X 1.33 1/4 0 PSF 3.1 X 1.33 1/4 50 PSF 4.0 X 1.33 5/16 60 PSF 4.7 X 1.33 5/16 �- INSTEAD USE 541- A307 WELD TORSION VDL= 1.9K V W i Kp= 56" 1.9"+ 56K = 57.9K / 2 X 3.71 = 7.8" MAX CONNECTION 60 PSF - 1/4" WELD 1WUGlil blubWLG PRESIDENT i & Ventures Inc. REFERENCE 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD JOB TITLE JOB NO. BHT'.. Of CALCULATED BY �' " DATE 3 ♦'2��(n CHECKED BY DATE SCALE DESIGN CRITERIA - 14 X 48 • ASIC HANGER DESIGN BOLTS A307 FLANGE W/ W 1 3 INCR 1/3 INCR AISC i C WEB THICK MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN 2.8" MAX UNBRACED LENGTH - COMPRESSION FLANGE 3/16" CANT. LENGTH 14' -0 -- UPRIGHTS 4' .5' BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS 7' 1 Mmax - (30 PSF WIND). X 8 X 142 /2 = 23.52'-K'/2.:'.=':11-.7&17'/U.PRIGHT...'.::' 11' (40 PSF WIND) W6 X 9 15..67 (50 PSF WIND) 12.7 19..59 (60 PSF WIND) 8 23.52 (20 PSF WIND) 21 = 7,84' SINGLE FACE OR "V" BUILD 15.3 14 Mmax - (30 PSF WIND) X 8 X 14� /2-.= 23.52'-K /UPRIGHT (40 PSF WIND) 31.34 SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18 IN CONN. BELOW OR (60 PSF WIND) 47.04 1/41- GUSSETS (20 PSF WIND) 15.68 89.3 UNBRACED T • ASIC HANGER DESIGN BOLTS A307 FLANGE W/ W 1 3 INCR 1/3 INCR AISC i C WEB THICK 20 PSF 2.8" 1/2"4 4 X 1.33 1/4" 3/16" LENGTH UPRIGHTS 4' .5' 6' 7' 1 8' 9' 1 10' 11' 1/211 W/ 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 60 STRESS W8 X 10 21 18 16•.7 15.3 14 12 10 - INCREASE W12 X 14 36.7 •34,.3 32 28.7 25.3 22 18 - W12 X 26 89.3. 89.3 89.3 81.7' 81.7 181.7 75.3 1 70.7 CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR SINGLE UPRIGHTS (MV, + M V)'X 12 2T (2011) +..2T (2411) _ SHEAR/BOLT.- 3.6/8 = .45K NEGLIBLE r4- TOTAL MtA&Yc MpL + Mwind ' Ae1G WIND T • ASIC HANGER DESIGN BOLTS A307 FLANGE W/ W 1 3 INCR 1/3 INCR AISC i C WEB THICK 20 PSF 2.8" 1/2"4 4 X 1.33 1/4" 3/16" 30 PSF 4.2 1/2-1 X 1.33 1/4 3/16 40 PSF 5.6 1/211 8.7, X 1.33 5/16 1/4 50 PSF 7.0 1/2" 8.7 X 1.33 5/16 1/4 60 PSF 8.4 1/2-1 8.7 X 1.33 5/16 1/4 fV- �'�1'�". M I N IEB STIFF ROBERT UdZURE PRESIDENT- & Ventures Inc. REFERENCE 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH - COMPRESSION FLANGE CANT. LENGTH 14'-0" JOB TITLE l i -�' Ci r JOB NO. - SSH}T. -'� OF R CALCULATED BY OATE CHECKED BY DATE SCALE BACK TO BACK CATWALKS TO :CONNECT. BOTH 'UPRIGHTS''.. Mmax .(30 PSF WIND) X-8- X 142 /2 23.521"K/2: - 11.76.17 iTPRIGHT (40 PSF WIND) =.15.67 (50 PSF WIND) - 191.59 (60 PSF WIND) - 23.52 (20 PSF WIND) = 7.84 SINGLE FACE OR "V" BUILD Mmax - (30 PSF WIND) X 8 X 14¢ /2 23.52 /UPRIGHT (40 PSF WIND) 31.34 SEE MIN. .FLANGE THICK. (50 PSF WIND) 39.18 IN CONN. BELOW OR (60 PSF WIND) 47.04 1/4" GUSSETS (20 PSF WIND) 15.68 8 UNBRACED LENGTH '= UPRIGHTS 4( 5 6' 7' 8' 9' 10' 11' W/ 1/3 W6 X 9: 14.6 13.3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 . 16.7 15.3 14 12 10 INCREASE W12 X 14 36.7 34.3 32. 28.7 25.3 2.2 18 - /`nKiKtcnmTner W12 X 26 89.3 .89.3 89.3 81.7 81.7 81.71 75.3 70.7 CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR CONNECTED UPRIGHTS MpL+ -M-w X 12 - 2T (2011) + 2T°(24") 2 - SHEAR/BOLT - 3.6/8 = .'45 K NEGLIBLE TOTAL Mmax= M IlPR_I%}-tT BOLTS A307 FLANGE W/ 5f:-- - WIND , T W 1 3 INCR - 20 PSF 1.6 1/2"d 4 X 1.33 _ I I 30 PSF 2.4 X 1.33 40PSF3.1 I X1.33 50 PSF 4.0 X 1.33 _ 60 P5F 4.7 X 1.33 _I M N j l30 QTS .- 2141 Ma X • C�Al�� 3/16 1/4 1/4 5/16 5/16 e�AISC HANGER CONNECTION L -t- Mwind WEB I 3/16 �r 3/16 �_AISC WEB STIFF HOUNT =URE PRESIDENT JOB TITLE �J}3 ! JOB NO. SHT. 1 ' �� OF CALCULATED BY v �C DATE O /r & Veiitur•cs Inc. CHECKED BY DATE SCALE REFERENCE L.3 X 3 X 1/4 STRINGER DESIGN CRITERIA Mmax - (SECT. MOD.). 21.6 X 1.33 STRESS INCREASE 12 'ALLOW STRESS 36 KSI w Mmax X 8 MAX SPACING = W / WIND LOAD SPANa (FEET) BIAXIAL BENDING WIND AND D.L. DEAD LOAD IS NEGLIGIBLE. L3X3X1/4 S.577IN3 WT=4.9 PLF 20 PSF WIND 40 PSF WIND 60 PSF WIND SPAN OR MAX MAX SPAN OR MAX MAX SPAN OR MAX RIB AREA SPACING FT TRIB AREA SPACING(FT),TRIB AREA SPACING 'FT 8 8.63 8 4.3 8 2.87 9 6.82 9 3.4 9 2.87 10 5.52 10 2.75 10 2.87 :. 11 4.56 11 2.28 11 2.87 12 3.83 12 2.28 12 2.87 13 3.26 13 2.28 13 2.87 14 1 2.8 14 2.28 14 1 2.87 30 PSF WIND 50 PSF WIND 8 5.75 8 3.45 9 4.54 9 2.73 10 3.68 10 2.73 11 3.04 11 2.73 12 3.04 12 2.73 13 3.04 13 2.73 14 3.04 14 2.73 ROBERT [,AEURE • PRESIDENT & VenLure5 Inc. REFERENCE PREADER 14 X 48 - 6 UPRIGHTS CONN. CM. FF V -BUILD JOB TITLE �O 1 144 5A I oL I I I I 69 1 1 1 i (j' JOB NO. SHT. r: ✓ Of CALCULATED BY Cj C DATE !2 _ CHECKED BY DATE SCALE BEAM SELECTION SPREADER BM. TRIB 8'-0" DEAD LOAD - FACE 2.5 X 8 X 17.5 - 350 1. 507 STRINGER 4 X 4 X .9 X 8- 157 - (.350 + .57) (CANT + 1.33) + UPRIGHT 22 X 17.5 - 385 (.385) (CANT + .5) + .188 (CANT + 4) CATWALK.(23.6 + 2 X 17.2) 8 Q 464 + .275 (CANT - 1.5) + .095 (CANT) LEDGER 9(5.5 + 2.5 +_.2..5) .95 1451# Mwfrq SEE SHEET H3 Mmax ONE UPRIGHT I -K I -K MT MWi�IP + M �a T LF�16?:5 5' 10' 15' 20' 25' 30' WIN y M M M M M M M M M M M M M L Mw Mr M L Mw Mr 20 P Fl 9 1 16 25 16 do 3T 23 do 39 30 do 46 38 do 54 45 do 61 30 P§Fl 1 1 24 1 33 1 1 1 40 1 47 ! 1 1 54 1 i I �q 50 PSF 39 48 J•+ 1 7 I t 1 55 ' 62 1 I oL I I I I 69 1 1 1 i b7 I I 77 60 PSFI 47 1 56 1 63 70 77 .� .L 85 CANT LENGTH NOTE: CONNECTION BELOW FOR MIN. FLANGE BEAM SELECTION THICKNESS - IF LESS USE 1/4" GUSSETS MCAS I -k UNBRACED LT D. L. DEFLECTION INCHES - - - MSL/ CANT P , DL P(CANT X 12)3 3(29,500) IbH M;qP= INCLUDE 1/3 INCREASE Mm Min mm mm mm mm.T.� BE T -1 B F 5' 10' 15' 5' 1 10' 15' 20' 25' 30' 35' CANT LENGTH W12 X 14 33 20 - .05 .35 - - - - - MSL/ CANT P , DL P(CANT X 12)3 3(29,500) IbH M;qP= INCLUDE 1/3 INCREASE W12 X 16 40 21 - .04 .30 - - - - - W12 X 19 52 28 - - .24 - - - - - W12 X 22 61 40 - - .20 .65 - - - - W12 k 26 89 74 56 - .15 .49 - - - - W12 X 30-103 94 68 - .13 .42 - - - - W12 X 35 121 110 104 - .11 .35 - - - - W12 X 40 137 lu2b 126 - .10 .33 .75 1 - I - I - -- f 9E •DeP-- CONNECTION CENTER MOUNT, .FULL._FLAG.. V -BUILD SEE A50VO MT = 2 T (23/12) + 2T (27/12) = MT /8.33 - TENSION BOLT tT l - BOLT SHEAR = 60 X 8 X 17.5 / 1.33 X 4 - 1.58K/BOLT FLA.Nf e T+}ICk tom- i&W D�SI�N RISC. 6d -TS )LTS (0 TOTA-0 3 a t40O w Eg JD",� -fo(ZsIoN Mi N. (>a WIND T -1 B F T B F T B F T B F T B F T B F 20 3. 1/2 1/4 3.8 1/2 5/16 4.7 1/2 5/16 5.5 1/2 5/16 6.5 1/2 5/16 7.3 1/2 3/8 30 4 1 5/16 4.8. 5.6 6.5 1 5/16 7.4 3/8 8.3 40 4.8 1 1 5.6 6.5 7.3 3/8 8.2 1 9.1 .� 50 5.8 6.6 7.4 1 3/8 8.3 9.2 10.1 17/16 60 6.7" 7.6 3/8 8.4 - 13/8 9.2 10.2 17/16 11 - -� 5' CANT 1 10' CANT 15' CANT 20' CANT 25' CANT 30' CANT L� L --1- VL, •:-- I I -Ar = 0-b/ X 1.33 - 11 . 56 r- /BOLT ROBERT LAIZURE PRESIDENT & Ventures Inc. "crI="LNuL JOB TITLE I r 415 JOB NO. S.T. �- I OF CALCULATED BY 4L DATE !� CHECKED BY DATE SCALE Q Q 0�w ~1 i2lYaLVU I�L TORSION BACK TO BACK CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 c+ COOL. �Wlap 14 X 48 - BACK TO BACKK`F KLA U Pow HEAD. WT CM. .406 F.F. .463 dl Q,e m� (INCLUDES TORSION) . 17' - 6" To(2sION PW - WIND LOAD (PSF) X HEIGHT Moi.- POL (KLF) [(d -(d,+ COLO.) )2/2 Mb-Mw� +Mpg 2 & QyJIND M,) - Pw (KLF)[(d-(d,+ COL�)j /2 Mb- mw MPS 2 S=4'/2 C, �81 MT - (HEIGHT -1 1/2) (Pw X..(d-.(d .Q 2 2 COMBINDED LOADING M., + (Mt )a < M6�P M.�� I%! ° -N OR 1" DEFLECTION DEAD LOAD '`- PSF rn;.r�, mo o ° ° c. —0 L°.r9cr oFsn�rt;Vv CAP WIND "d" Mw Mw M M IN" BOLT PL FLANGE d2=2 20 0 354 469 SR 1 1 � )721 �. , , Ill 8 4 S�-_D C 012sIof4 1 3/4 1 11/16 BOLTS 0 MAX ?7814 5/8 1 5/8 9/16 T-(MDL/dp,X 6)+MT/d,'X 6 V-(Mw�./.di /.2 X:.12)+P,)X. d/12 20 . 04 V-PwaX V/12 BOLTS TALL -(55 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X 5 t REQ - 6M/27 X 1.33 X b L9823 1 1/215/16 L1316 1 1 4 — 1 1 8 13/16 1 3/4 _ 5/8 1 3/4 5/8 !7814 L9823 L1316 1 3/8 7/8- — — -3/4 1.7814 1 1 114 1/8 7/8 13/16 2 11/16 FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" vvic)TH ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 .9823 .1316 1 1/2 15/16 - 1 3/8 7/8 1 1/4 13/16 ROBERT I,AEURE MOMENT & VenL u'e5 Inc. JOB TITLE T 14, JOB NO.SHi. I � ! OF CALCULATED BY .T G DATE CHECKED BY DATE SCALE ORSION 15' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 ZQWlAP 14 X 48 - 15' V Ppt = HEAD WT CM. .445KL-F F.F. .502" I'F (INCLUDES TORSION) ToRs10N PWIND LOAD (PSF) x �'��- Cor HEIGHT MDL- PDL.(KLF) [(d -(di+ COL4>)]2/2 Mb= Mw�+ MP 2 LI Ml = P �4 (KLF) [ (d- (dI+ COL ) J2 /2. Mb= .Mwz + Mpg 2 „ M -T a (HEIGHT -1 1/2) (Pw X (d-(dj.+COLO) 2 2 COMBINDED LOADING Mb + (Mt )2 < 1 e o e - o — FOR 1" DEFLECTION DEAD LOAD- 0 0 00 00 S4,1>mLE ----) rTo RSIo 9 rzor WIND "d" Mw Mw Mo LAR6 M MT IN' MQP4 Oa 4 IN RTIu BOLT CAP PL FLANGE 20 0 347 38 497 606 113 28825 1 1/4 15/16 51 292 33 411 504 105 20136 1 1/8 7/8 10 226 28 311 384 91 14495 1 3/4 15 1671 25 225 280 78 — 7/8 11/16 20 3.7 117 86 21 18 155 110 194 139 66 56 — — 3/4 —1/2 1 3/4 1 3/8 5/8 1/2 30 ; 0 521 57 497 720 170 28825 1 3/8 15/16 5 438 50 411 600 157 20136 1 1/4 7/8 10 339 42 311 460 137 14495 1 1/8 13/16 15 256 38 225 341 117 — 1 3/4 20 ��3.7 176 32 155 235 99 — 1 11/1 129 27 110 170 84— 5/8 1 5/8 9/16 40 0 694 76 497 854 226 28825 5 584 66 411 714 210 20136 1 1/2 15/16 10 452 56 311 549 182 14495 1-1/4 7. 8.: 15 334 50 225 403 156 — 1 1 8 13 16 20 1 234 42 155 2..81 132 — 1 3/4 �3.71 176 36 110 207 -112 — 5/8 1 3/4 5 8 5 1 0 1868 95 497 1000 283 28825 5 1730 83 411 838 262 20136 10 565 70 311 645 228 14495 1 3/8 7/8- 15 418 63 225 475 195 — 1 1 4 7/8 20 23.7-215 293 53 45 155 110 331 242 165 140 — — 1 3/4 1 8 2 13/16 11/16 60 0 L042 114 497 1154 340 28825 5 876 100 411 977 314 20136 10 '678 84 311 746 274 14495 1 1 2 15/16 15 512 76 225 559 234 — 1 3/8 7/8 20 352 64 155 385 198 — 1 1/4 13/16 `' 23.7"258 54 110 280 168 — 3 4 3/4 BOLTS O1 MAX2 T=(Mpl,/d.2 X 6)+Mf/d, X 6 V=..(MwI./d.j/2 X 12)+PWX d/12 DMwj (MAX.)+MQ,,/d2Xk6 V=PWZX V/12 BOLTS TALL -(55 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M=T X 3 X 5_ t REQ 6M/27 X 1.33 X b� FLANGE -SEE HANGER CONNECTION RISC - USE 4 3/4" kllp'TH: ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 ROBERT WZUItE PRESIDENT 1r & Ventures Inc. occcocki�r JOB TITLE L L-.;) I 4,c3 .JOB NO. SHT. i OF Q CALCULATED BY :iA�_ DATE / •� CHECKED BY DATE SCALE ION 20' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 PSF C�7 1. If I Kp 14 X 48 - 20' V bl-- PDL - HEAD WT CM.=.460 F.F.= . 517 --��-- (INCLUDES TORSION) To(LslOt� P W - WIND LOAD (PSF.) HEIGHT M pLe PDL (KLF) ((d- (d l+ COL(4>) 12/2 Mb= MwIZ + Mpg 2 MWi – PW (KLF) [ (d- (d i + COL+) 12 /2 Mb-. Mwz + :MpL 2 M-r(HE2GHT -1 1/2) (PW"X (d-(d'+COL4,)) //-5-4y;z COMBINDED LOADING M b + (Mt )� < 1 `0 Mb Mt OR 1" DEFLECTION DEAD LOAD P CaP LARl, i -r MOM- CAP LT PL _FIANCEo0 00 4 15/16 8 7/8 " " " — i Xs 11 16 20 113 28 152 189 65 — 3 4 1 3/41 5 8 85 96 111 lin I -- Uri 8�3/45/1 20 226 56 152 ..272 130 — 13.5 170 48 111 203 112 — 5 8 ivv GLH - 11 3/8 11 8 20 339 84 152 1 372 195 12 3.5 255 72 lll:: I 27R 1AR — c o l,. oRsloR A3?S �ot,Ts BOLTS01 MAX ; ..T=(Mm/,d2X, 6.)+MT/dl X 6 VV=(Mwj./4_,/,2.::X:.12)+PWX 'd/12 ;.T.=MW2 MAX):+.Mpg/d2X.6 V=PWZX V/12 BOLTS TALL -(55 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M=T X 3 X 5 t:.REQ 6M/27 X 1.33 FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" ALL CAPACITY WITH 1/3 STRESS INCREASE - *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 aooear v,¢une PRESIDENT R- & Venlues Inc. RPPPn9:mr,c JOB TITLE NJ ' 43 E JOB NO. SHT. _ OF CALCULATED BY G DATE CHECKED BY DATE SCALE ION 30' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 = -15. Cc m AI �►�[IKp 14 X 48' - 30' V cf� PSL, - HEAD WT CM. .507 F.F. .566 (INCLUDES TORSION) =To(2slOr{ P� - WIND LOAD (PSF) u d < 1-1- c,� HEIGHT MLV= PpL�(KLF) [(d -(dl+ COL�)]2/2 Mb= Mwi2+ M�j� 2 M�jl I = P 1,1 (KLF) [ (d- (d, + .COL,') ] ? /2 .:.Mb a Mw2..+'MDI. 2 M - (HEIGHT -1 1/2) (Pw X (d-(di+COLj)) 2 2 `O COMBINDED LOADING M b + (Mt )�G < 1 0o ao M b G/ap M`4 F I /4 o -N AOR 1" DEFLECTION DEAD LOAD 1 — (• r1�'`� 1 CAP 3/4 o 0 0 0 M nF I N4 BOLT PL FLANGE 11/16 10827320 BOLTS O1 MAX 1 1/4.— 15/16 d2-2' 99 19029 1 1/8 6 27320V=(Mw 7/8 87 10796 1 .%2:.,X..1.2)+l�4,X d/12 3/4 S6•DrxLIr To [ZSIO I�l 74 — 7/8 11/16 4 10796 61 — 3/4 1 3/4 5/8 T=Mw?(MAX)+Mph,/dZX 6 54 — 1/2 1 3/8 1 2 162 27320 1 3/8 1 1 GO 149 19029 1 1. 4 7 g 131 i n744, i T IQ 0 27230 III 'Pie 1 — 1 3/4 2-- - 1 11/16 BOLTS O1 MAX 1 — 5/8 1 5/8 9/16 T=(Mph/d..ZX..6)+MT/dI.X 6 6 27320V=(Mw .%2:.,X..1.2)+l�4,X d/12 5---L9029 1 1/2 15/16 2 4 10796 1 1/4 --7.-/8 T=Mw?(MAX)+Mph,/dZX 6 8 — 1 1/8 13/16 V-PWZX V/12 BOLTS 2 — 1 3/4 TALL=(55 X 1.3.3 - 1.8fv) 8 — 5/8 1 3/4 11/16 (BOLT AREA) 0 27230 TALL > T AISC TABLE 1.6.3 7 19029 CAP PL M -T X 3 X 5 7 10796 1 3 8 7/8* t REQ - .61/27 X1.33 X b� 5 — 3 1 1/4 13/16 FLANGE -SEE HANGER CONNECTION 1 1 8 3/4 AISC - USE 4 3/4" W I DT44 5 — 3/4 2 11/16 ALL CAPACITY WITH 1/3 4 27320 STRESS INCREASE 7 19029 L *IF FLANGE OR CAP PL THICKNESS 10796 1 1/2 15 16 < REQUIRED - 2 — 1 3/8 7/8 USE STIFFER PLATE — 1 1/4 13/16 SEE SHEET T-2 ROBERT LAIZURE PRESIDENT & Ventures Inc. JOB TITLE CC 14142,)7-�7 JOB NO. SHTOF CALCULATED BY DATE CHECKED BY DATE SCALE REFERENCE COL CAP CONN. COL DIAMETER + 2 OR 2 1/2 (14 X 48 SIGN) Mb (PLATE) T X 2"/W REQ = MX6 i L' + ^^ 27 X 1.33 f: °° N CENTER MOUNT CAP BOLT TEN. PLATE STIFFNER IND 38 1/2 SO 44 S THK WELD THK WELD 20 10 9r 1/2 1 2 3 8 1/2X8 1/4" 30 14 13 5/8 3/8 1/2X8 1/4" •40 17 15 3/4 3/8 1/2X8 1/41' 50 20 19 7/R 3 8 1 1/2X8 1/4 60--'- 24 22 7/8 3/8 1 1/2X8 1/4" 'C MIN 45° SLOPE .. (PLATE) = T X 4.5/6 /W = 11-K/INCH REQM X 6 &O° . �- -{- �-CO�• 27X1.33 { r ° 'LL FLAG ROBERT LAIZURE • PRESIDENT (602) 978-2461 & Ventures Inc. 4125 W. Banff, PIS. Arizona 85203 REFERENCE FLANGE STIFFNER MAX. BOLT ENSION MIN. FLANGE THICK 26 5/8 31.5 11/16 37 3/4 43.5 13/16 50 7/8 58 15/16 66 1 30 5/8 40 11/16 50 3/4 60 13/16 14 1/2 18 9/16 22 5/8 26 3/4 30 7/8 10 X 1 5/16 3/8 10 X 1/2 1/4" 127 1/2 5/16 5/16 3/8 8 X 1/4 1/4" JOB TITLE FS JOB NO. SHT. OF ny' CALCULATED BY all L DATE ( •` CHECKED BY DATE SCALE Q 15OLT 5Tif -. It. f3f�f � &o L�- STI Hf 60. a ROBERT UIZURE • PRESIDENT (602) 978-2461 & I Ventures Inc. 4125 W. Banff, Phz. Arizona 85203 REFERENCE COLUMN 5' - 50' 14 X 48 BACK TO BACK JOB TITLE - G 114 e>7al 0 JOB NO. SHT./ =l_ Of CALCULATED BY DATE CHECKED BY DATE SCALE Pwl - W X WIND X HEIGHT Mwl a Pwl X (HAGL + HEIGHT) Mw2 17'-6" (AT GROUND LEVEL) 2 J-- Q!(o Y 27JIC Pw2 - V X WIND X HEIGHT Mwl - Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 5 0 MDL a Pdl X TORSION LENGTH/2 469 523 (AT GROUND LEVEL) 30 Oi N D 1303 0 469 1385 Mb Mwl!+ MRRMML 10 0 315 0 469 TU). 354 1374 i 35 0 1471 0 w. .469 Fl1LL O wl t1D Mt Mwl - SHT T-1 Mb + (Mt a- ) < 1 fF-L BA& 399 0 Mb CAP Mt CAP 616 354 AIXAL LOAD - NEGLECTED 40 HAGL - HEIGHT ABOVE GROUND LEVEL 14 FOR 1" DEFLECTION IND HAGL d Mwl Mw2 MDL Mb DL Mt DEF L I4 r WIND HALL d Mwl Mw2.MDL Mb Mt DL DEF I4 20 5 0 231 0 469 523 354 .343 40 30 0 1303 0 469 1385 708 10 0 315 0 469 565 354 1374 i 35 0 1471 0 w. .469 1544 708 15 0 399 0 469 616 354 3091 40 0 1639 0 469 1705 708 20 0 4831 0 4691 673 354 5494 45 0 1807 0 469 1867 708 25 0 567 0 469 736 354 8585 50 0 1975 0 469 2030 708 .34340 30 0 651 0 469 802 354. 12362 50 5 0 578 0 469 744 885 343 35 0 735 0 469 872 354 16827 i 10 0 1 788 0 469 917 885 ih 40 0 819 0 469 944 354 21978 15 0 998 0 469 1103 885 45 0 903 0 469 1018 354 27816 ( 20 0 1208 0 1469 1296 885 50 0 987 0 469 1093 354 34340 25 0. 1418 ,0 469 1494 885 30 5 0 347 0 469 583 531 343 30 0 1628 0 469 1694 885 I 10 0 473 0. 469 666 531 i 35 0 1838 0 469 1897 885 ' 15 0 599 0 469 761 531 40 0 2048 0 469 2101 885 -✓ 20 0 7251 0 469 863 531 45 0 2258 0 469 2306 8851 34340 25 0 8511 0 4691 972 531 50 0 2469 0 469 2513 885 343 30 0 9771 0 469 1084 531 60 5 0 694 0 1469 838 1062 35 0 11031 0 469 1199 531 1 10 0 1 946 0 469. 1056 1062 40 0 1229 0 469 1315 531 '+ 15 0 11198 0 469 1287 1062 45 0 1355 0 469 1434 531 20 0 11450 0 469 1524 1062 50 0 11481 0 469 1553 53'1 34340 ! 25 0 1702 0 469 1765 1062 . 40 5 0 463 0 469 659 708 343 30 0 1954 0 469.2009 1062 10 0 630 0 469 785 708 35 0 2206 0 469 2255 1062 15 0 799 0 14691 926 708 40 0 2458 0469 2502 1062 ' 20 0 967 0 469 1075 708 45 0 2710 0 469 2750 1062 `�' 25 0 1135 0 469 1228 708 -41-w 50 0 2962 0 469 2999 1062 34340 ROBERT I AIZURE • PRESIDENT (602) 978-2461 & Ventures Inc. 4125 T Banff, Pim Arizona 85203 REFERENCE COLUMN 55 - 100' HALL 14 X 48 BACK TO BACK JOB TITLE C 14 4,c;j J00 NO.-_SHT.�OF--, CALCULATED BY .G _ DATE CHECKED BY �� DATE ----- SCALE Pwl= W X WIND X HEIGHT Mwl = Pwl X (RAGE 1- " 17 (, (AT GROUND +HEIGHT) LEVEL) 2 Pw2 V X WIND X HEIGHT Mwl = Pw2 X (HAGL 17'-6" (AT GROUND + HEIGHT) LEVEL) 2 MDL Pdl X TORS'I'ON-'LENGTH/2' @WIN> (AT GROUND LEVEL) , Mb = Mwlz + MDL ORMw2 + MDL 0=0 To fmor4 (GREATER NUMBER) FulrL OWIr(D Mt = Mwl - SHT T-1 Mb HALL = HEIGHT ABOVE GROUND AIXAL LOAD Mb CAP Mt CAP - NEGLECTED LEVEL DL DEFI 4 1---I4 FOR 1" DEFLECTION 4 ROBERT LAIZURE • PRESIDENT (602) 978-2461 & Ventures, Inc. 4125 W. Banff, Ply. Arizona 85203 REFERENCE COLUMN 5' - SO' HAGL 14 X 48 20' V JOB TITLE �20 / I JOB NO. SHT.C_/ OF l' CALCULATED BY DATE yr CHECKED BY -.DATE SCALE Pwl W X WIND X HEIGHT Mwl = Pwl X (HAGL +HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 V X WIND X HEIGHT Mwl = Pw2 X (HAGL HEIGHT) 17'-6" (AT GROUND LEVEL) 2 MDL a Pdl X TORSION.LENGTH/2 (AT GROUND LEVEL) @ WIND Mb = Mwl?+'MDL20R Mw2 + MDL �- I\— (GREATER NUMBER) Mt = Mwl - SHT T-1 Mb + ( )2< 1 FULL O �I �D MtMb CAP Mt CAP L� AIXAL LOAD - NEGLECTED HAGL HEIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION WIND HAGL d Mwl Mw2 MDL Mb Mt DL DEFL I4 WIND HAGL d Mwl Mw2LtMb D Mt DEFL I4 20 5 0 231 96 499 595 338 365 40 30 0 1303 54 4991395 676 10 315 131630 1461 35 1471 61 1502 15 399,166 665 3288 40 1639 682 1713 20 483 201 700 5846 45 1807 752 1875 25 567 236 7551 9134 50 1975 79.8 2037 136537 30 651 271 820 13153 50 5 578 240 764 846 365 35 735 306 888 17903 10 788 .::32 933 40 819134-1 959 23384 15 998 41 1116 45 903 376 1032 29595 20 1208 50 1307 30 50 5 987 347 399 144 1106 643 507 36537 365 25 30 1418 1628 59d 678 1503 11703 10 473 187 696 35 1838 765 1905 15 599 249 780 3 40 12048 853 2108 20 725 302 880 45. 2258 940 2312 25 851 354 987 50 2469 998 2519 36537 30 977140'7 1097 60 5 694 288 855 1014 365 35 1103 459 1211 1 10 946 393 11070 40 1229 512 1326 15 1198 49'8 11298 45 355 564 1444 20 1450 603 11533 40 50 5 481 463 599 192 1563 691 676 36537 365 25 30 1702 1954 708 813 11774- 2017 10 630 262 804 35 1 2206 91 2262 15 1 799 332 94240 2458 102 2508 20 967 402 1088_F4 45 27101119,q 2756 25 IL135 1472 124050 9962 1119 7, 3004 36537 ROBERT IAIZURE PRESIDENT (602) 978-2461 & Ventures Inc. 4125 W. Banff, Phx. Arizona 85203 ..ter cnc��.c COLUMN 55 - 100' HAGL 14 X 48 20' V l Pwl•= W X WIND X HEIGHT Mwl = Pwl X (HALL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 JOB TITLE - 9;20C' 1.4 46 B O JOB NO. S4HT/ T.. `� 1 OF CALCULATED BY DATE22 Nem CHECKED BY DATE SCALE Pw2 = V X WIND X HEIGHT Mwl Pw2 X (RAGE +. HEIGHT) 17'-6" (AT GROUND.LEVEL) 2 MDL = Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) �--- Mb = Mwl?+ MDL20R Mw2 + MDL 10=C j O�SIO(�) (GREATER NUMBER) FULL Mt = Mwl - SHT T-1 Mb + r-L� Mb CAP Mt CAP AIXAL.LOAD - NEGLECTED HAGL = HEIGHT ABOVE GROUND LEV EL T.. rr„n 11. ---- - I RODERT LAIZURE PRESIDENT (602) 978-2461 & VCI1 LUI•es I11c. 4125 W Banff, Ptm Arizona 85203 L]CCcochtt c COLUMN 5' - 50' HALL 14 X 48 30' V JOB TITLE JOB NO. SMT. / OF 1:: Q CALCULATED BY -` DATE `2! `� CHECKED BY GATE SCALE Pwl = W X WIND X HEIGHT Mwl = Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 V X WIND X HEIGHT Mwl = Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 MDL = Pdl X TORSION.LENGTH/2 (AT GROUND LEVEL) OWiNe Mb Mwl2+ . MDL? OR Mw2 + MDL TORSION (GREATER NUMBER) D= o FI1Ll, Mt = Mwl - SHT T-1 Mb + (Mt < 1 r-1. Mb CAP Mt CAP HAGL = HEIGHT ABOVE GROUND LEVELL LOAD - NEGLECTED I4 FOR 1" DEFLECTION,, ROBERT LAIZURE PRESIDENT (602) 978-2461 & Ventures Inc. 4125 W Banff, FILL Arizona 85203 HtF-tHtNL:E �tliflm 0 JOB TITLE 30` /446 50 JOB NO. S�H}T. 6-1 OF J / o CALCULATED BY _ f�G DATE « `� CHECKED BY DATE SCALE Pwl W X WIND'X HEIGHT Mwl = Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 V X WIND X HEIGHT Mwl = Pw2 X (HAGL +.HEIGHT) 17'-6" (AT GROUND LEVEL) 2 COL. MDL = Pdl X TORSION'LENGTH%2 @ WIN > (AT GROUND LEVEL) Mb VMWI+ MDL?OR Mw2 + MDL �- 0-jOP.SI0 (GREATER NUMBER) F)1 OI wI( Mt = Mwl - SHT T-1 Mb + (Mt )2< 1 FLS Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL = HEIGHT ABOVE GROUND LEVEL Ti. rno I It nOLIT T+..•.,.Y— ROBERT [MUM 30 RF PRESIDENT JOB TITLE .(602) 978-2461 JOB NO. _ SSHT. 1 / of j j CALCULATED BY v �G DATE ` G/ Ventues Inc • CHECKED BY DATE 4125 W. Banff, Phi. Arizona 85203 SALE REFERENCE ROUND FOOTINGS FOR 14 X 48 FF 30'-V AT 30# WIND FORMULA: d - A (1 +1 + 4.36h ) WHERE A - 2.34 P P- 25.2 2 A S1 b b- (SEE BELOW) LATERAL SOIL: Pall 200 PSF/FT (CLAY, SANDY CLAY) h= H.A.G.L. + 17.5 BEARING (PER UBC TABLE) Pall 300 PSF/FT (SAND,. SILTY SAND) S1 Pall2 Pall = 400 PSF/FT (SANDY GRAVEL)' (3) 1STRESS INCR. Palle 800 PSF/FT (SEDIMENTARY -ROCK) d 4'.:MAX-�FOR-COMPUTING` S1 3 Ur' CAISSON 0" D* 400 # 200 # _ 300 # 400 # h '-6" 16'-6" 22.'-6" 17'-6" 14'-6" 29.0 17'-0" 23'-0" 18'-0" 15'-0" 31.5 17'-6" 24'-0" 19'-0" 16'-0" 35.2 '-0" 18'-6" 25'-0" 19'-6" 16'-6" 39.4 '-6" 19'-0" 25'-6" 20'-0" 17'-0" 41.3 '-0" 19'-6" 26'-6" 21''-0" 17'-6" 44.6 20'-0" 7'.-0" 2 21'-6" 18'-0" 48.3 '-6" 21'-0" 28'-0" 22'-0" 19'-0". 52.9 '-6" 21'-6" 29'-0" 23�'-0" 19'-6" 57.5 -6" 22'-6" 30'-0" ' -6" 20'-0" 62.2 -0"23'-0" 31'-0" 24'-6" 21'-0" 66.9 -0" 24'-0" 32'-0" 25'-0" 21'-6" 71.7 -0" 24'-6" 33'-0" 26'-0" 22'-0" 76.5 -6" 25'-0" 33'-6" 26'-6" 22'-6" 81.3 -6" -0" 26'-0" 26'-6" 34'-6" 35:-6" 27'-6" 28'-0" 23'-6" 24'-0" 86.2 91.1 -6" 27'-0" 36 -0":8'-6" .2 24'-6" 96.0 -6"'27'-6" 37'-0" 29'-6" 25'-0" 100.9 -0'.' 28'-0"1L:b-.,' -LO '-0" 25'-6" 105.8 -0" 2914" 38'-6" ROBERT IMURE • PRESIDENT (602) 978-2461 & Ventures Inc. 4125 W. Banff, Phx. Arizona 85203 CUBE FTG WITH REINF. 14 X 48 FF B/B SIGN 14 X 48 FULL FLAG BACK TO BACK 4CF 1445'B LATERAL SOIL BgARING P 400 PSF/FT (SANDY GRAVEL) FORMULA - d A -(1 + 1+.4.36h WHERE A = 2.34P (PER UBC) 2 A S.b M 4691-K P = (20) h 9L /Pt ..''(30) --(- (40) — F. W. EA. PACE (60 ) LENGTH X WIDTH X DEPTH JOB TITLE - 4CF 1445'B JOB NO. CALCULATEO BY SHT..LL_ OF q! DATE CHECKED BY DATE SCALE PI P2 33.6 21 42 26.25 ROBERT UJUIRE PRESIDENT (602) 978-2461 & Vcn�ul•cs Inc. 4125 W. Banff, P11L Arizona 85203 REFERENCE CUBE FTG WITH REINF. 14 X 48 FF V ' JOB TITLE 4Ini /449 L JOB NO. SHT.-1 OF CALCULATED BY TG DATE CHECKED BY DATE 16':8 SCALE ''10:5 SIGN 14 X 48 FULL FLAG 30' V (MAX) LATERAL SOIL BEARING P = 400 PSF/FT (SANDY GRAVEL) FORMULA - d A. (1 + 1+ 4.36h WHERE A 2.34P (PER UBC) 2 A S.b M = 5141-' h = (M pt + M„y/Pz P _ '. (20.) . .(40) -(50) LENGTH X WIDTH X DEPTH P, 30 PSF P 2 40 PSF 16':8 ''10:5 60 PSF `..25.:2.: _` ' :15::'7.5:.':• ':.::: 33.6 2 21 42 26.25 HAGL 20-PSF 30 PSF 40 PSF 50 PSF 60 PSF 5 X8Xll 8X8Xll.1 2 8X8X12 10 11 12 .13 - 15 112 1212 1312 20 12 13 '14 25 8X8X10 12 13 1/2 14 1/2 30 12 1/2 14 15 1/2 35 12 1/2 14 1/2 16 40 13 .15 17 45 13 1/2 15 1/2 8X8X18 50 14 16 1/2 8X8X18 1/2 55 14 1/i-- 17 9X9X18 60 15 8X8X17 1 2 `� --.9X9X18 1/2 65 15 1/2 8X8X18 70 16 75 16 1 2" 80 16 1/2' 85 17 90 17 1 2 95 18 100 18 1 2 I r • JOB TITLE P 1 C,4PA G I T I J00 NO.-.�- SHT. M OF ' CALCULATED ill' DATE Ventul(I, Inc.,CHECKEOBY�-DATE i SCALE 8137 North 83rd Avonno • 11.1orla. AZ 86345 ,REFERENCE o► E.+ GA4/i' G 117 I E S 'FO T :. 'P I P'i✓ S S5 Ir D,4-Dz) WHERC DI - C.O, 32 D, Dz= 1. D. 1f ' : x= -5 F6 = .'72 F� (IF �/r .�: 33001F�) 1300 > 330o/F3� :M6 CAP- S x F6 x I.33 I 6575 94 THE LAA rep, or-): 238Op % :.:or�'7o�a o2� i l :MtCAP - DIA WALL Fy ' s I in in ksi in3 in4 Lrp i i r) 4 r) FY (21) X 1-3= "°'(STRESS IUCREASE) /2) 12 6575 F�A,Jo - ��1.6 Fb Mb CAP Fv Mt CAP L max- WT/FT.- ksi ft 'k ksi ft k ft #/ft* 30 0.250 35 17;:.3 2585 19.5 372.8 14.0. 53.4.8 45.4. 79.5.- 30 0.281 35 193.1 2897 20.2 -432..4.'14.0. .5.9.9.:3 60.7..' 89..3 30. 0.312 35 21?,.8 3206 20.9 494..8'..' 14..0. .....603..3 .78.9 99:0. ' 30 0.344 3.5 234.9 3524 25.2 :-656 . 1 :.,1.4:0: . -729...0 UNLTD: 109.1' 30 0.375 35 255.3 3829 25.2 713.0 14.0 72.3 UNLTD 1'18.81 30 0.406 35 275.5 4133 25.2 769.6 14.0 855.1 UNLTD 128.5- 28.530 3 0 0.438 35 296.3 4445 25.2 827.6 14.0 919.5 UNLTD 138.4' 30 0.469 35 316.3 4744 25.2 883.4 14.0 981.6 UNLTD 148.1 30 0.500 35 336.1 5042 25.2 938.9 14.0 1043.2 UNLTD 157.7 .' 30 0.562 35 375.5 5632 25.2 1048.7 14.0 1165.2 UNLTD 176.9 ' -30 0.625 35 414.9 6224 25.2 1158.9 14.0 12;7.7 UNLTD 196.3..', 30 0.656 35 434.2 6512 25.2 1212.6 14.0 1347.3. UNLTD 205..8'. 30 0.688 35 45...9 6808 25.2 1267.7 14.0 1408.5 UNLTD. 215.6' . 30 0.750 35 491.7 7375 25.2 1373.3 14.0 15 5.9 UNLTD 234..6 30 0.875 35 '566.5 8497 25.2 15.82.1 14.0 1757.9 UNLTD 272.5. 30 1.000 35 639.3 9589 25.2 1785.5 .14.0 1903.8. UNLTD 310.1. {'r ABLIK .• Ven�u��:s, InG, . . ;•8197 North 83rd Avonuo • ]'Soda, AZ 86945 REFERENCE oME C=A -f G1,tIr-S 'FOT;r 'Pl PuS "•5= ICD,4-Dz. WHERIL Dt s V-0. t�.. 3Z D, JOB TITLE p 1 till'1? Q'G IT ( E JOB N0. SHT. M- I OF CALCULATED UY S li DATE IC CHECKED BY- DATE SCALE r.. Z. �• ;F6= .'12:F� (�F oar 1: 3300/F�� -gyp +-`�'F� C 1- 13000 > ��r > 3300�r :Fb- � STRESS II•ICRt;HSE) . ;Mb CAP ? 5 X Fb x 1.33'' 6575 F" 4/57 94 VD5 ('TI{E LARGER.,. -OP) 23800 It boo! OR' CIF D 6575 /j % • q9 4 JD Cp I /D /i �. D/T`3/2 ) F ��S (yD) S Ak � r M.tCAP ° � (Ll) 1..1GR6ASt:) 12 X �.3��JCt;STRE55 DIA WALL 'WALL Fy s I Fb Mb CAP Fv Mt CAP L max' WT/FT an in ksi in; in4 ksi ft k ksi ft k ft #/ft 36' 0.250 35 249.: 448-6' 18.6 513-T 14.0 .773..4 •34.5 ...'95.6 36 0.281. 35 279.4: 5029 19.2. 59.3.5 ...14.0. .867..1 .46.2.._107.3 '36 . 0.312 35 309.4• 5569 19.7_ .. 676..9.. .14.0. 960..:2 60.0 -119.1 36 0.344 35 340.x: 6124 ^0.3 `766.5 14.0 10y5.9 76.6 131.1 :36- -0.375 35 369.9 6659. 20.9 1033,5 .14.0 1148.0 95.1 142.8 16' 0.406 35 399'._" 7191 25.2 .1115.8 14.0 1239..7 UNLTD 154.5 36' 0.438 35 429.6: 7737 25.2 1200.5 14.0 1333.9 UNLTD 166.5 .36' . 0.469 35. 459:.Q 8263 25.2 1282.1 14.0 1424.6 UNLTD 178.2 36 0.500 35 488.1 8786. 25.2 1363.3 14.0 .1514.8 UNLTD 189.8 :36• 0.562 35 545•. is 9825 2.5 .2 1524.4 14.0 '1693.8 UNLTD 212 .9 - �•� .36. 0.625 35 603.1 10868 25.2 1686..4 14.0 1873.8 UNLTD 236.4. 36. 0.65.6. 35 632.1 11378 25.2 1765.5 14.0 1961..6 :_ UNLTD 247.9 36 0.688 35 661.2 11901 25.2 1846.6 14.0 2051.8 UNLTD 259.8. 1!360.750 35 717.0 12906 2.5.2 2002.6 14.0 2225.1 UNLTD 282.7 136 0.875 35 827 -.8 14900 2-5.2 2312.0 14.0 256,8.9 ---UNLTD 328.6 136 . 1.000_ _35 936.2 _16851 25.2 .2614.7 14.0 29Q5.2 UNLTD 374.2 V'entu.> it:s, Inc,, 8137 North 43rd AYonua • ]'aorta, AZ 85345 JOB TITLE .J (F> JOB NO. SHT. M --I OF CALCULATED QY S - DATE CHECKED BY DATE SCALE REFERENCE K 0 M E GA4'/i G I '!' l E S 'F0 f-:_ V i P'E S 4 5= r(D,4-DZ) wHERr.. DI - o. 0. ' 0.375 35 32 DI DZ=1. D. 9163 2'0.2 :•S. 'Sp 1.4.0 • • 81.2 158.9 40 'Fb = .72 F� (IF . D/r'.•: 3300/F�) r. -35 49.1.9 p+-`f'F'� (I - 1300 raj- > 3300�r 20.7 1136.4, .. 1.4.0 ...1535..7......._..99:.:0 (sTRESg I1CfLEASE) 40 0.438 Mb cop = 5 X Fb x 1.33-K/ 532.6 10652 • 1487. 5 ?.4.0 1 ro575 94 \ ..Fv (IF F,,+/s- OR UNLTD 185:3 LAP c -m OF-) 23 600 11600.G l C O(�Clq 4* D/ 3/2 C1F �/r F , SS SND r) .Q �Mtc, .rY (21) x 1.3�,/��STFZE55 •IIJCRCASE) 35 569.0 11379 25.2 1589.1 <DIA WALL Fy .3 I Fb Mb CAP Fv Mt CAP L max WT/FT . yin in ksi i;-3 in4 ksi ft k ksi ft k ft .#/ft . `40 0.312 35 38:3.0 7660 19.2 813.5 14.0 1188.5 51.3 132.4 X40 0.344 35 42:1.3 ;8425 19.7 919.5-. .14.0 1307.3 :.65..4. 145.9 `40 ' 0.375 35 453.2 9163 2'0.2 1026.0 1.4.0 1421.8 81.2 158.9 40 0:406 -35 49.1.9 9897 20.7 1136.4, .. 1.4.0 ...1535..7......._..99:.:0 171.9 40 0.438 35 532.6 10652 25.2 1487. 5 ?.4.0 1652.8 UNLTD 185:3 .40 0.469 35 569.0 11379 25.2 1589.1 3.4.0 1765.7 UNLTD 198.2 . 40 0.500 35 605.1 12103 25.2 1690.2 1.4.0 1874.0 UNLTD 211.2 '40 0.562 35 677.0 13540 25.2 1890.9 3.4.0 2101.0 UNLTD 237.0 .'40 0.625 35 74:3.3 14987 25.2 2092.9 3.4.0• 2325.5 UNLTD 263.1 40 0.688 .35 82:1.0 16419 25.2 2293.0 3.4.0 2547.7 UNLTD. 289.2 :40 0.750 35 8911.8 17816 25.2 2487.9 '4.0 2764.4 UNLTD 314.7- 14.7.40 .40 0.875 35 1029.5 20590 25.2 2875.3 1x4.0 3194.8 UNLTD 366.0 40 1.000 35 11G`;.5 23310 25.2 3255.2 14.0 3616.9 'UNLTD 417.0• ar entm(,-�.%s,-Inc.,, 8137Norlh 83rd Ayanue a ]'coria. AZ 85345 joS TITLE 'JOBNO.--SHL 'Ilr OF CALCULATED OV DATE 22 CHECKED BY DATE SCALE REFERENCE o c 4 -e -,w c. I 'r I -F s F O Tz- p I pre a CiO L- L) 5 4 VD, Dy+) WHERE. D, z 0.0. 32. D, I. D. Z '7Z'F (IF D/r < 33 0 0/F r +F IF 13000 >'D/r > 3300/' N r3 5TRE55 IACIkeA50 "Mb CAp S x F6 x 1.33 .F IF r6575 0 R V3 Ome LARGER CF-) 00 0 R - co r- I 3/2 ':'I -r > F� 41s (YD)YS. MJ D '7-,- r yvp NO r) tCA C SMS S 5 1 A C R r; A S F-) P. X -7' DIA- WALL FY s I Fb Mb CAP k FV ksi Mt CAP ft k L max ft WT/FT # /.f :in in ksi. in3- in4 ksi- Alt 0.250 -35 340.2 7145 17.9 676.5 L4.0 1055.8 27.4 111 .42. 42 0.312 35 422.7 8877 18.9 886.3 .14.0. 131?..8 '144.11.1 47.6 60.8 139.1. 153..2.).... 2 0.3.44 --.35.-. 'j75 465.0 505.8 -.97.65. 10622 ...19.4 1001.0 19.9 1116.2 14 . 0 14.0 156 9'. 6 --166.9 5 4.-- ' 7-7 .42 42 0..35 35 546.4 11474 .20.4 1235,3 14.0 1695.6 92.0 180.6 '. 42 .0.40-6 0.438 35 588.1 12350 20.9 1362.5 L4.0 182-1.j .1 111.2 194.6 208.3 42 . 0.469 35 628.3 13195 25.2 1754.9 L4.0 1949.9 UNLTD 22l...0.9.- 2 0.500 35 '. 668.4- 747.9 1-4036 15706 25.2 1866.8 25.2 2088.9 L4.0 14.0 2074.2 2321.0 UNLTD UNLTD 249. .42 0.562 35 0.625 35 828.0 17388 25.2 2312.6 1440 25 6 UNLTD 276.5 .42 42 0'688 .35 907.4 19054 25.2 2534.2: '14.0 2815.8 UNLTD. 303.5. 42 0.750 .35- -984.7 20679 25.2 2750.4 14.0 3055.9 UNLTD 33.0.8 0.875 35 1138.6. 23910 25.2 3180.0:.14.0 353:3.4 UNLTD 384 .'7 .42 f .42 1.000, 35 1289..6 27081 25.2 3601.8 14.0 4002 . 0 UNLTD 438.4 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON YOUTIFICATE HOLDER. THIS CERTIFICATE IS NOT AN INSURANCE POLICY AND DOES NOT AMEND, EXTEND. OR ALTER THE COVERAGE AFFORDED BY THE POLICIES LISTED tB This is to Certify that Joe Zukin, Chris Zukin, John Zukin, Mike Zukin DB/A/ Stott Outdoor Advertising PO BOX 7209 Chico, CA 95927 Name and Address of Insured 8.n&,� 3I 1998 p� p- L{C>C�dl`Nrr jS foo-tt' C � c�ov SR7,CEIVED APR 0 6 1998 is at the issue date of this certificate, insured by the Company under the policy(ies) listed below. The insurance afforded by the listed policy(ies) is subject to all their terms, exclusions conditions and is not altered by any requirement, term or condition of any contract or other document with respect to which this rertiGratn — ADDITIONAL COMMENTS: FAX: 530-342-0712 - ATTN: Karen • If the certificate expiration date is continuous or extended term, you will be notified if coverage is terminated or reduced before the certificate expiration date. initberf]I . SPECIAL NOTICE - OHIO: ANY PERSON WHO WITH INTENT TO DEFRAUD OR KNOWING THAT HE IS FACILITATING A FRAUD AGAINST AN INSUREISIwRffi Ata ouF APPLICATION OR FILES A CLAIM CONTAINING A FALSE OR DECEPTIVE STATEMENT IS GUILTY OF INSURANCE FRAUD. NOTICE OF CANCELLATION: (NOT APPLICABLE UNLESS A NUMBER OF DAYS IS ETNERED BELOW). BEFORE THE STATED EXPIRATION DATE THE COMPANY WILL NOT CANCEL OR REDUCE THE INSURANCE AFFORDED UNDER THE ABOVE POLICIES UNTIL AT LEAST 30 DAYS NOTICE OF SUCH CANCELLATION HAS BEEN MAILED TO: COUNTY OF BUTTE 25 COUNTY CENTER D OROVILLE CA 95965 !" CertifiratP Mnlrler /--� --6- �� —✓ r Yli a� AUTHORIZED REPRESENTATIVI' EXP. DATE TYPE OF POLICY 0 CONTINUOUS ❑ EXTENDED O POLICY TERM POLICY NUMBER LIMIT OF LIABILITY WORKERS' COVERAGE AFFORDED UNDER WC COMPENSATION LAW OF THE FOLLOWING STATES EMPLOYERS LIABILITY 1/1/99 WCI-163-950554-018 CA Bodily Injury by Accident $500,000 Each Acciden' Bodily Injury by Disease $500,000 Policy Limit Bodily Injury by Disease $500,000 Each Person GENERAL LIABILITY General Aggregate - Other than Products/Completed Operations Products/Completed Operations Aggregate I] OCCURRENCE Retro Date: Bodily Injury and Property Damage Liability $ Per Occurrence C) CLAIMS MADE Personal and/Advertising Injury $ Per Person/Organization Other Other AUTOMOBILE LIABILITY Each Accident -Single Limit $ B.I. and P.D. Combined ❑ OWNED $ Each Person 0 NON -OWNED $ Each Accident/Occurrence ❑ HIRED $ Each Accident/Occurrence OTHER ADDITIONAL COMMENTS: FAX: 530-342-0712 - ATTN: Karen • If the certificate expiration date is continuous or extended term, you will be notified if coverage is terminated or reduced before the certificate expiration date. initberf]I . SPECIAL NOTICE - OHIO: ANY PERSON WHO WITH INTENT TO DEFRAUD OR KNOWING THAT HE IS FACILITATING A FRAUD AGAINST AN INSUREISIwRffi Ata ouF APPLICATION OR FILES A CLAIM CONTAINING A FALSE OR DECEPTIVE STATEMENT IS GUILTY OF INSURANCE FRAUD. NOTICE OF CANCELLATION: (NOT APPLICABLE UNLESS A NUMBER OF DAYS IS ETNERED BELOW). BEFORE THE STATED EXPIRATION DATE THE COMPANY WILL NOT CANCEL OR REDUCE THE INSURANCE AFFORDED UNDER THE ABOVE POLICIES UNTIL AT LEAST 30 DAYS NOTICE OF SUCH CANCELLATION HAS BEEN MAILED TO: COUNTY OF BUTTE 25 COUNTY CENTER D OROVILLE CA 95965 !" CertifiratP Mnlrler /--� --6- �� —✓ r Yli a� AUTHORIZED REPRESENTATIVI' FiJU� 100GROUND LEASE AGREEMENT This agreement in made this 17th day of June , by and between McAmis Family Trust, hereinafter called "Lessor" and Stott Outdoor Advertising, hereinafter called "Lessee". 2. Lessor hereby leases a portion of the premises hereinafter described for the purpose of erecting a back to back sign structure on the property for advertising purposes. The term structure as used here shall mean outdoor advertising structure, including fixtures, power poles, lines, and connections. The term premises as used herein shall mean that portion of the real property where Lessee's structure is placed. The term "real property" as used herein shall mean the following described real property: Butte County Assessor's parcel # 040-400-071, structure to be place to the north edge of property in the county of Butte, State of California. 3. The term of this lease will be twenty (20) years from the day of sign construction. 4. In consideration of this ground lease, Lessee shall pay to Lessor' r in advance beginning on date of sign construction. Annual lease payment shall be adjusted every five years during the term of the lease in an amount equal to the percent increase in the Consumer Price Index for the same period. 5. Lessee shall save Lessor harmless from all damage to persons or property by reason of accidents resulting from the negligent acts of its agents, employees or others employed in the construction, maintenance, repair or removal of its signs on the property. Lessee shall also list Lessor as additional insured on Lessee's liability policy which shall provide a minimum of $2,000,000.00 in coverage. 6. Lessor agrees that he, his tenants, agents or employees will not place or maintain any object on the property which would obstruct the view of Lessee's sign faces. 7. This lease shall continue in full force and effect for its term and thereafter for subsequent successive like terms unless terminated at the end of such term, or any successive like term upon written notice by either party served not more than ninety (90) days nor less than thirty (30) days prior to the end of such term or subsequent like term. It shall be an express condition precedent to such automatic renewal of the lease term that Lessee notify Lessor in writing of the impending termination of the then existing term at least (90) days but not more than one hundred twenty (120) days prior to the end of the then -existing term. If Lessee fails to give such notice, this lease shall terminate at the end of the then existing term and shall not be extended or renewed absent further written agreement between parties. 8. This lease shall constitute the sole agreement of the parties relating to the lease of the above described property. The Lessor represents that he is the owner of the above described real property and has the authority to grant the leasehold estate and to execute this lease for the term hereof. 9. The word "Lessor" as used herein shall include Lessors. This lease is binding upon and inures to the benefit the heirs, executors, successors, and assigns of Lessee and Lessor. 10. In the event litigation, the Lessee agrees the prevailing party shall be entitled to receive reasonable attorney fees and legal costs. 11. Lessor grants lessee a right of first refusal to place additional billboard advertising signs on this property or adjacent properties owned by lessor. Prior to entering a lease agreement with another party, lessor will first offer the lease to lessee on the same terms and conditions as received from the prospective lessee. Lessee shall exercise right no later than ten (10) days after receipt of notice. 12. In the event lessee's signs are caused to be removed by governmental action, this lease may be terminated at such time. Lessee agrees that lessor would be entitled to share pro -rated basis in any compensation paid by governmental agency for removal of lessee's signs. Further, after the tenth year of this lease, should the value of lessee's signs be substantially diminished by the placement of landscape along Highway 99 corridor, lessee may terminate this lease and remove its sign structures from the property. In such instance, lessee will restore lessor's property to as close as possible to the condition prior to existence of lessee's signs. Accepted by: Stott Outdoor Advertising -7 Jim M avec Date t General Partner J Family Trust Date STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION Page t o` OUTDOOR ADVERTISING DISPLAY PERMIT APPLICATION UUA-0002 PERSONAL INFORMATION NOTICE Pursuant to the Federal Privacy Act (P.L. 93.579) and the Information Practices Act of 1977 (Civil Code Sections 1798. et seq.), notice is hereby given for the request of personal infurmatiun by this form. The principal purpose of the voluntary information is to 1`261431c this structure permit application. The failure to provide all or any outer pan of the requested infurmation will terminate processing of this application and no permit will be issued. No disclosure of personal information will be made unless permissible under Article 8. Secdon 1798.24 of the IPA of 1977. Each individual, from whom information has been requested. has the right upon request and proper identification , to inspect all personal information related to that individual in any record maintained on that individual in an identifying manner. COMPLETE ALL SECTIONS. ISSUANCE OF A PERMIT WILL BE DELAYED UNLESS ALL ITEMS ARE FILLED IN; THE PROPER FEES REMITTED. A COPY WILL BE RETURNED FOR YOUR RECORDS. MAIL TO: CALTRANS FIELD OFFICE ACCORDING TO THE COUNTY LOCATION OF DISPLAY (SEE REVERSE FOR MAP LOCATION). DO NOT WRITE IN SHADED AREAS JTY�)f� ROUTE � I POST MILE ;lj /G STREET- NUMBERDATE DATE DATE INACTIVATED ]APPLICATION IPERMIT EXPIRATION INACTIVATED Z rr �z m m- a - PLEASE MAKE CHECK PAYABLE TO: DEPARTMENT OF TRANSPORTATION OR provide the information below to charge fees to your Visa or Mastercard. CASH SENT AT SENDER'S RISK. METHOD OF PAYMENT: []CASH /S CHECK NO. (' (` ❑ VISA ❑ MASTERCAF CHARGE ACCOUNT NUMBER I EXPIRATION DATE SIGNATURE AL FEES PAID CHECK ONE: 9 GENERAL ADVERTISING ❑ OFF PREMISE MESSAGE CENTER ❑ OTHER (Please Specify) PERMIT APPLICANT (Please print or type name of firm or individual desiring permit) -1 ODA LICENSED? - LICENSE NUMBER ❑ APPLICATION (non-refundable) L\,j $300.0 www.dot.ca.gov\hq\row\oda.htm STATE li qq Ci 7 `f `i (,c: fi h'c. -. �... UI vel V �F_ PERMIT if Q C'17c1 1 ? 7 ?�'I i -r S 3-t 2 MAILING ADDRESS, IF DIFFERENT (Street Address or P.O. Box) CITY Nc2v,. , f ;.-„ % Y� G; : OUTDOOR ADVERTISING P.O. Box -7209 • Chico, CA 95927-7209 • Phone (530) 342-3235 7 ' RECEIVED OCT ? 3 1998 BUTTE COUNTY BUILDING DIVISIoN October 22, 1998 Butte County Building Department Department of Developmental Services 7 County Center Drive. Oroville, CA 95965 r Dear Sirs or Madam: Enclosed pleaself'iid original reports of special inspections that were required for our job covered by Permit #98-1699. We are scheduling the completion of the last of the electrical and will be calling your Chico office for final inspection on this job in the next seven to ten -days. Your consideration is appreciated. S cerely; Jim M ravec Gener 1 Manager. JM:mp e I A DATE: 9/17/98 APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Inspection Report for Concrete/ Reinforcing Placement Client: Stott Outdoor Advertising P.O. Box 7209 Chico, CA 95927 INSPECTOR: B. Forsythe, P. Dickinson DESCRIPTION OF WORK: PROJECT: Southgate Lane Billboard Weather: Clear/Warm Temp: 70 Arrived at the jobsite at 0830 hrs. to perform special concrete inspection for placement of concrete and reinforcing steel at the Billboard Spread Footing. Verified proper reinforcing placement, size, laps, spacing and clearances per reinforcing plan, Butte County Approved Structural Drawings by R & L Ventures. The first truck arrived at 0915 hrs. Verified the mix design as North Valley Ready Mix. All loads were monitored for the correct mix and slump. All concrete was properly consolidated by use of a mechanical vibrator. Cast 1 set of 4 cylinders representative of the East Exit Gate, to be returned to the lab for compression testing. Performed 1 slump test out of load # 3. The slump measured 5.5 inches. All work was in compliance with approved plans and specifications. No problems were noted during placement. Departed jobsite at 1400 hrs. CC OCT 2 3 1998 BUTTE COUNTY BUILDING DIVISION 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 r \ APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION LABORATORY SPECIMEN COMPRESSIVE STRENGTH REPORT PROJECT: Southgate Lane Billboard Report Date: 10/15/98 Date Cast: 9/17/98 Date Received: 9/18/98 Cast by: P. Dickinson CLIENT: Stott Outdoor Advertising Location in Structure: Base of Billboard Standard P.O. Box 7209 Chico, CA 95927 Sample Size: 6" x 12" Max Size Aggregate: 1" Supplier: North Valley Ready Mix Admixtures: 1% CC Mix Design: NV R/M 3000 Air Entrainment: NA Cement Factor: 5.5 Sk. Concrete Temp: 77 Slump: 5.5" Air Temp: 76 Lab Structure & Location Test Age Max. Area Comp. Specified Specimen Number Date Days Load Strength Strength (Lbs.) (PSI) (f c) 2631 Base of Billboard Standard 9/24/98 7� 92,000 28.27 3,250 2632 Base of Billboard Standard 10/11/98 28 122,000 28.27 4,310 2633 Base of Billboard Standard 10/15/98 28 123,000 28.27 4,350 2634 Base of Billboard Standard i nese 1 ests were performed in accordance with ASTM C-39 Remarks: Type of Fracture: C.C.: Reviewed by 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 E APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION CERTIFICATE OF BOLTING INSPECTION DATE: 9/22/98 CLIENT: Stott Outdoor Advertising P.O. Box 7209 Chico, CA 95927 PROJECT: Southgate Lane Billboard Bolt Size in dia Req'd Tension lbs Test Torque ft -lbs Turn of the Nut turn past snug) Impact Test sec 1 3W5 1/3 DESCRIPTION OF WORK Arrived at job at 0800 hrs. To perform special inspection of high strength bolting at the Billboard Sign, Column Centelever Connection. Before tightening the bolts we verified that the materials used in this assembly were in conformance with the requirements of section 2 (Bolts, Nuts, Washers and Paint) and section 3 (Bolted Parts) of the RCSC Specifications. The bolts used in this structure are 1 3/4" diameter A325 grade high strength bolts with hardened steel washers beneath hardened steel nuts. The Turn -of -Nut Tightening method was used per Section 8(d)(1). The 1 3/4" bolts were too large to use in the Skidmore Wilhelm Tension indicating devise. The bolts were installed and brought to a snug -tight condition by the contractor. The bolts, nuts, washers, and steel were marked, the nuts were then tightened 1/3 turn past snug -tight, per Table 5 of the RSCS specifications. We also verified that there was no rotation of any of the bolts during the tightening operation. There were a total of 12 bolts in the structure, all 12 were tightened using the above mentioned procedure. Based on the above mentioned procedure, it is our judgment that all A325 high strength bolts installed in the structure have been properly tensioned in accordance with the RCSC Specifications for Structural Joints contained in the AISC Manual for Steel Construction. Departed the job at 1030 hrs. ��`yqw,?2 ' Brad Forsy Inspector K"d V11- CharIess olierts E` C-038692 Exp. 3/31/01 Staff Engineer 3080 Thorntree Drive, Ste. 35 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 4-4; 3 S SQ.SPGS G. CoL. n,e 6 S sa. Lrc t «2 r iw ta To p ""4. 1- Ga pi re m L�.t3+4 �. SPCS SECTION F-17 ),&-.-7 -1124.•6 1- 60 ksz) D) *S . 14'-6' it 47 kSi �9 d. 24'-4 44 o)�G�14-G bP• To RSLoN CAr—) FZEE!->A2 PLAN M -o tai FscL- s b' S o r TO t -t GO L O M N I N FOO T I N& D� AIL I 6C—S1C,W C.omi>w ✓S WITH I'j4j¢ V,3 .L. ki I N b Uo a� 3 pPy� SO1t. GLhY SILTY GL/s Y o2 SETTER (A,Li.4 ;4A3LE SV/l� I-RL-csvrZs JOOd PS f - 12'' fie✓ LOW (oto-AA1✓ C.QNGR„rGTE G� 3.o 00pS% z$ DAYS 64.' SL(Jt-'1P HAx) R-61tilFD2Ge;'Nl t -6 S G2apE 6O 1�EroRmsb FOiZ t-bblTLOh1Art, NOT S AWD SPP- I+ 1L)b',TLCintS '6 ac- le�.&slc- bP-A WIWC- 1448.2. CUSTOMER SICK -1 LOCA110N S7 4TE oG OF ALt'Fo2N iA (-��o") { i-tientute'S.In 9162 W. Cactus, Suite 8 • Pectio, AI 85381 - 602.878-9550• Fax 602.878-9133 PAUNT HOLE SIZE THIS PRINT IS THE PROPERTY OF R & L VENTURES INC. PROFESSIONAL SEAL VAUD ONLY WHEN FABRICATED BY THE ABOVE ANY OTHER USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN AUTHORIZATION FROM R & L VENTURES INC. NOT FOR CONSTRUCTION UNLESS CHECKED AND SEALED ON THE PRINT BY REGISTERED ENGINEER. 3 0 pq.�- W l N t� I 000 fm -sl- Sot L FOOT/ N Z)6 -TA) I_ DATE JOB No. � SHT. NO. • ®oommom mom Imommommomm mmmommomom �l.n■■■■m..■■ lffimmmmmmmmmsommommommom■ m.■■mm.... nommommomm■ 0ommommosom 0ommommonom � mmmmmmomommommssmsmommosom� 0mommommom� mom IBM S o r TO t -t GO L O M N I N FOO T I N& D� AIL I 6C—S1C,W C.omi>w ✓S WITH I'j4j¢ V,3 .L. ki I N b Uo a� 3 pPy� SO1t. GLhY SILTY GL/s Y o2 SETTER (A,Li.4 ;4A3LE SV/l� I-RL-csvrZs JOOd PS f - 12'' fie✓ LOW (oto-AA1✓ C.QNGR„rGTE G� 3.o 00pS% z$ DAYS 64.' SL(Jt-'1P HAx) R-61tilFD2Ge;'Nl t -6 S G2apE 6O 1�EroRmsb FOiZ t-bblTLOh1Art, NOT S AWD SPP- I+ 1L)b',TLCintS '6 ac- le�.&slc- bP-A WIWC- 1448.2. CUSTOMER SICK -1 LOCA110N S7 4TE oG OF ALt'Fo2N iA (-��o") { i-tientute'S.In 9162 W. Cactus, Suite 8 • Pectio, AI 85381 - 602.878-9550• Fax 602.878-9133 PAUNT HOLE SIZE THIS PRINT IS THE PROPERTY OF R & L VENTURES INC. PROFESSIONAL SEAL VAUD ONLY WHEN FABRICATED BY THE ABOVE ANY OTHER USE OR REPRODUCTION IS PROHIBITED WITHOUT WRITTEN AUTHORIZATION FROM R & L VENTURES INC. NOT FOR CONSTRUCTION UNLESS CHECKED AND SEALED ON THE PRINT BY REGISTERED ENGINEER. 3 0 pq.�- W l N t� I 000 fm -sl- Sot L FOOT/ N Z)6 -TA) I_ DATE JOB No. � SHT. NO. U m ^ m / ^ o 40-40-71 3125 Southgate LN, Chicoi�, ELEC GAS COMPACTION TEST REQ SUPPORT STRUCT REQ _ 3125 Southgate Ln, Chico 40-40-,71� . ' 92-14248 ---�-----_ MCAMIG, J.E. 3125 Southgate Lu� Chicohandicap ramp . for tempffio<PLtrvl trlr 040-40-0-071 92-41;4��BM 3125 SouthgateChico office building E IT Es 3125 Southgate .cont; Steve Sicke 67) Add Of f ice/Conim--. 040-40-0-071' 96-194 5 NEW WAREHOUSE/CORK ~m- ' � w4k, ` I MASONRY WALLS N . E S W 1st Lift 2nd Lift 3rd Lift. 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy. Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilings r COMMERCIAL K// /s 040-40-0-071 040-40-0-071_ + MCAMIS, John f 3125 Southgate; Chico office building f K i ,r JOB FINALED (Date) 'Sign ature V,�L'1� CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature. OFFICE COPY _ 'Addie s` :�/. Z i 5out W -7b;; ,x•; a GAS , Meter By .- Date ELECTRIC Meter`B-y Date z7 ,r JOB FINALED (Date) 'Sign ature V,�L'1� CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature. V=OK O=Not OK - = Not Applicable COMMS = Not Ready Date UNDE Plans OK except #'s ng-Setbacks-Easeme is -Flood -Slop -Soil Report . Ft , ain; Soils-Uf round.-Ftg. Depth old Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. 5i YrSteel-Grade-Placement . Slab; Steel -Wrapped -Wire Mesh 8. Pi rs-Steel D.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 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING Permit OK except #'s 6,.W a Vent -Access -Combustion Air -Baffle G� 1 . W ipe; Test & Anchor -Nail Protection 1 . D.W.V.; Test -Fittings & Anchor -Nail Protection --4.0. Sinks -Floor -Grease Trap 2 andicap-W/C-Backing —2"as Pipe; Size & Aqoors - firewall Penetrations Date'—J Card B-1 Date Card B71 Date Card B-1 Date Card B-1 Date ELECTR1eAr-Permit) OK except #'s 29!Fixture & Tr#isformer Clearance -Ins. Protection 92' ' gl hase-Three Phase -Equip. Bond e Boxes & No. of Conductors -Stapled Romex I stalled Close to Edge of Studs & C.J. _ 2 E . Ground made up w/Mech. Fastners-Bond Gas & Water 21T Wif -90°-Protected-Color Coded ubfeed Wire Size/]/,( ga. or AI-A.C. Wire Size /(0/ ga. C� or Al l" -29.--Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling -aan! ' =Riser Conductors & Ground -Main Disconnect 3orlquip. Clearances Panels-Motors-Mech. Equip. ire Wall Penetrations _..a& -Fur nce-Vent; Access -Comb. Air -Return Air Vent -115 outlet Attic ccess & Platform if Furnance in Attic 3 V.A.C.-Ventilation-Roof Access —89. moke & Fire Dampers 41 Date"?j1. -�'{ ( Card B-1 Date Card B -J Date Card B-1 Date Card B-1 Date fA4MING Plans OK except #'s 4 ils, P er Material & Anchors -Hold Downs Is -6116 -Nailing, Spacing & Bracing -Plates -Sound 42"bearing Walls over Girders & Floor Nailing _A3. Draft Stop in Walls (rat proof) a41, Fire tops; Furred Ceilings -Stairs -Chases eaders & Beam -Size & Bearing -Support Fix. RACIAL Date,' F ING (Continued) angers -Post Caps -Anchors -Connectors oof Shthing-Nailing-Diap.Chord Splice i rewal l-Doors-Area-Occp.-Prop. 4 . Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 9Z, -Lam cert. -Placement -Support -,&i-. teal Buildings-Purlin-Girders -=-57'Pr9perty Line Firewall & Openings SkK-Ext. Doors -Handicap Access x-34+ Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 25-0 ywood on Roof Overhang -Attic Vents -Rafter Outriggers -F$:-Siding-Nailing Veneer �fsT'Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access azing Area -Glass Protection -Skylights -Plastic -Fire Port. r Walls -Plywood-Nailing-Conn to Roof MoTinsy,laftn-Walls-Ceilings nfiltration-Walls-Windows ---t2-f orridors-Openings-Fire Protection -Framing 42 Date 'Z� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINA Plans OK except #'s Ext.Steps-Door & Sidelight Protection -Landings 6A--fx-it maize -Number -Placemen t 6&-Vurnace; Vents -Clearance -Comb. Air -Connector - Garage; Above Floor -Ducts -Meth. Protection ---6e.-,Sprinklers-Placement-Test uspended Cell ing-Seismic-Wires-Elec- ' t & Mech. 6 . lec. Trim & Subpanel; Breaker Sizes, La el x--69. Stairs a Rells ndic oor Levers -Fin. Floor 74-V—ec. Outlets at Wood Panel; Int. & Ext. 7Ri Yrr.-Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Aboya-ftor-Mech. Protection Arllb., Ele & Mach. Equip. Listed for Location ulation-Foam-Looked in Attic es --S-Guard Rails & Deck Construction -Post Caps Vents & Crawl Hole Door-Drainagge 8: Wood -Earth Clearance Looked under Floor O Yes ,.17.'Stuc�rown-Finish 716.17K. -C. Un' • nnect, Electrical, Plumbing ents Above Roof; PIbg.-Appliance-Firep lace. -Clearance to Openings Water , isconnect, Electrical, Plumbing xteljof-Elec. Trim; G.F.I. Receptacle -Underground &f ` ff Site -Parking -Handicap Ba�U' a s P tection or 'ons from Previous Inspections T%L.106ters Tagged; Gas -Electric e9r & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) Date',— Card B-1 Date Card B-1 Date' Card B-1 Date Card B-1 Date MECHANICAL Permit OK except #'s A.C.2ucts Insulation & Support 34-1-enyFan; Exhaust above insulation 31 -'Co ndensate Drain & Overflow; Size & Grade _..a& -Fur nce-Vent; Access -Comb. Air -Return Air Vent -115 outlet Attic ccess & Platform if Furnance in Attic 3 V.A.C.-Ventilation-Roof Access —89. moke & Fire Dampers 41 Date"?j1. -�'{ ( Card B-1 Date Card B -J Date Card B-1 Date Card B-1 Date fA4MING Plans OK except #'s 4 ils, P er Material & Anchors -Hold Downs Is -6116 -Nailing, Spacing & Bracing -Plates -Sound 42"bearing Walls over Girders & Floor Nailing _A3. Draft Stop in Walls (rat proof) a41, Fire tops; Furred Ceilings -Stairs -Chases eaders & Beam -Size & Bearing -Support Fix. RACIAL Date,' F ING (Continued) angers -Post Caps -Anchors -Connectors oof Shthing-Nailing-Diap.Chord Splice i rewal l-Doors-Area-Occp.-Prop. 4 . Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 9Z, -Lam cert. -Placement -Support -,&i-. teal Buildings-Purlin-Girders -=-57'Pr9perty Line Firewall & Openings SkK-Ext. Doors -Handicap Access x-34+ Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 25-0 ywood on Roof Overhang -Attic Vents -Rafter Outriggers -F$:-Siding-Nailing Veneer �fsT'Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access azing Area -Glass Protection -Skylights -Plastic -Fire Port. r Walls -Plywood-Nailing-Conn to Roof MoTinsy,laftn-Walls-Ceilings nfiltration-Walls-Windows ---t2-f orridors-Openings-Fire Protection -Framing 42 Date 'Z� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINA Plans OK except #'s Ext.Steps-Door & Sidelight Protection -Landings 6A--fx-it maize -Number -Placemen t 6&-Vurnace; Vents -Clearance -Comb. Air -Connector - Garage; Above Floor -Ducts -Meth. Protection ---6e.-,Sprinklers-Placement-Test uspended Cell ing-Seismic-Wires-Elec- ' t & Mech. 6 . lec. Trim & Subpanel; Breaker Sizes, La el x--69. Stairs a Rells ndic oor Levers -Fin. Floor 74-V—ec. Outlets at Wood Panel; Int. & Ext. 7Ri Yrr.-Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Aboya-ftor-Mech. Protection Arllb., Ele & Mach. Equip. Listed for Location ulation-Foam-Looked in Attic es --S-Guard Rails & Deck Construction -Post Caps Vents & Crawl Hole Door-Drainagge 8: Wood -Earth Clearance Looked under Floor O Yes ,.17.'Stuc�rown-Finish 716.17K. -C. Un' • nnect, Electrical, Plumbing ents Above Roof; PIbg.-Appliance-Firep lace. -Clearance to Openings Water , isconnect, Electrical, Plumbing xteljof-Elec. Trim; G.F.I. Receptacle -Underground &f ` ff Site -Parking -Handicap Ba�U' a s P tection or 'ons from Previous Inspections T%L.106ters Tagged; Gas -Electric e9r & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION -1 1- 7 COUNTY CENTER DRIVE - OROVI LLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER JC InG /' MIf J, 41%. R. No. - -67 Proposed Building Use (OA 0/ C Building InspectorDate Z At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. 2. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. 4 5. Hazardous Material Form. Y7/94 l -.P, 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome data and manufacturer's installation instructions, 2 sets. 10. Fees of $ 3 ZZ-S'O / 11. Impact fees as shown on attached schedule. 5c 44et L A -r -/y ✓ /j� ��� 12. California Department of Forestry plan approval/fees. i13 Flood elevation letter (100 year flood) b California Engineer. R�� Lr � l- Fft�>uU i9-`� 2- �Z-/y�3 �14. Sanitation and plot plan approval CJZIeo Health Department.-Z-r3'��4 15. 16. 17. City of Chico plumbing permit. Plot plan and business license approv I from City of Biggs/Grid) Planning approval for (A) Use: A (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. 19. Driveway permit (construction approval required prior to occupancy). 20. Pre -inspection for required. 21. �116�:22. Contractor's license information. (No., Name Style, Classification). Certificate of Workmans Compensation Insurance. /Vc t-,.,k4x Crhw t y `7/d Jy 23. Owner -Builder Verification (Given to owner , Mail to owner 24. Recorded copy of Agricultural Acknowledgement Statement. 25. Letter of signature authorization. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. 27. Letter of intent on building use. 28. Mobilehome utility clearance. 29. Documentation of legal access. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. 31. Existing Violations/expired permits. .4 33. check P check list. n ✓ t (2,d�_ C�2VZ_ -Zy 34. When you issue theermit, process as follows: Mail to owner. Mail to contractor. / Ltelephone 4tS ` and hold for pickup at office. Deliver with inspector. Other D A EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application; plans and fees will be required. FEE REFUNDS Refunds can only be made upon writtten request by the person who paid the fee. The request must be made within one year from the date of fee payment on permits not issued, and one yearfrom the date of permit issuancefor permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS S�"�°�G� PERMIT N0. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND -PERMIT ASSESSOR PARCEL NUMBER 040-40-0-071 ZONING M_2 BUILDING PERMIT OWN EYOHN McAMIS Tg7 J! JVVI SQ. FT. OCC. BUILDING VALUATION OWNEJ12MSAl�INGAgate; Chico outCONTRACTOR'S 12 57 92,340 C 196 240 NAME Ownpr TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 93,588 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 570, D ARCHITECT OR ENGINEER Robert B Heaton LICENSE NO. Plan Checking Fee $ 285.25 ARCHITECT OR ENGINEER'S MAILING ADDRESS 9n44 PAlm AArpnlip Chien Ca q5926 Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS I-- -3125 Soutate Lane Chico Permit tee $ 870.75 PLUMBING PERMIT Filing Fee 15.00 Each Trap 51 5-001 25.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 7.00 Each qas water heater or vent 7.00 7,00 USE OF STRUCTURE SF F1 Duplex❑ Mobilehome❑ Other 0fficP R1dg SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 Mobile Home S I G I W 615.00 TYPE OF WORK New ❑XXAddition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Office (business) Permit Fee $ 74.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑I am licensed under p provisions of Cha t. 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 Main service 200ATO1000A) 37.50 NEW CONST. / DWELLING OCCUPM OR ADDNS. l ACC. BLDGS. 3.64sq.ft. NEW CONSTR. ITU -OUTLET NON-RESID BRANCH CIRC ITS � 5.00 (POWER APPARATUS &I (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID•) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ 90.20 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. rV 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. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating 60,000BTU 9.00 Cooling 31 ton 16.50 Hood 6.50 Ventilation 1 4.50 4.50 Permit Fee -- $ 45.00 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 Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all li,"ilities, judgments, costs, and expenses which may in any way accrue agai s i Coun y in se u nc of the granting of this permit. 7 X �F 1 Date � � (� Signature o Ap licant - Owner I ontroctor ❑ Agent ❑ An OSHA erm; is required for excavD ;ons over 5'0" deep gnd demolition of construct- ion ion of structyuEs over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC c Ns TYPE TOTAL FEE $ 1.079.95 HAz OFE IMP F D C0: PAgCFX +// PD H0 I E This permit is hereby issued under the sions of the Butte County Code and/ work indicated above for which fees CT R OF PU IC By . PERMIT EXPIRES Date applicable provi- resolutions to do � have been paid. ORKS n Dae 3 If 130179 Receipt No. ECTOR,, 9 L WHIT[-D.P.W.. YELLOW-A88C830R, PINK -INSPECTOR, GOL -ROD-APPLICANT I Ar 4 ow ' COUNTYOF BUTTE - DEPARTMENT OF DEVEEOPME T.SERVICES - BAIANGr'DIVISION • �o 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER 0 C A- .�_A�."P. No. LIQ - ((O — C>% t Proposed Building Use ORW 67 A011 j)11U6- Building Inspector :-Gc_ Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items have been submitted . ........................................ j2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... / 7- -ef Complete plans, 3/4 sets, signed by preparer of plans . ...................... 2 -3a -C/ .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . .............-2 Hazardous Material Form. ............ ................................ . LZ 6. Energy Design Compliance and supporting documentation . .................. { 7,Statement of Intent for Non -Heated and A/C Buildings . ...................... ngineered truss details and layout in duplicate (required prior to plan check). .... 9. obilehome data and manufacturer's installation instructions, 2 sets. ........... Fees of $ ........................................./. . -C;7-::, Impact fees as shown on attached schedule...............................�/� 12. California Department of Forestry plan approval/fees...................... . . . 13 Flood elevation letter (100 year flood) by California Engineer ............... . Sanitation and plot plan approva " Health#Departme t. 3d�1 15. City of Chico plumb'ng permit. r- 6. Plokpa'busine'dss license aVpZrovall from City of Biggs/Gri5 Planning approval for (A) Use:(B) Parkin . , , Contact Land Development about (A) Improvements Q4 Drainage./Im. ... /z/rd s� It- Driveway permit (construction approval required prior to occupancy). :. .. .. . 20. Pre -inspection for P`�'"s°e�'°" request required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22.' Certificate of Workmans Compensation Insurance . ........................... 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . ................ 25. Letter of signature authorization . ........................................ / 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use.................................y......... 28. Mobilehome utility clearance . .......................................... 29. Documentatiori+of legal access . .....................:........$ ........ . 30, Documentation of 50% subdivision developed or�(A) Road improvements completed and (B) Parcel meets zoning area and frontage<requirements. .............. . Existing violations/expir p Inits. . . Plan check list. ..... �... ! Z.I� �-� ..........................-`'7� 33. .34 �When yo "issue the ermit roce s as follows: Mail to owner. Mail to contractor. elephone (o and hold for pickup at office. Deliver with inspector. Other d 5201 Parcel Creation Acreage Applicant ate Copy of Haz-Mat form sent Health Dept. Fire Dept. Air P611ution Date Copy of plans sent Health Dept. CDE Fire Dept. Other Date / /3 By The following data must be submitted prii 1. Index permit for above items No.� 2. Additional items required: ircl a item not checked above). Contractor, designer, owner, was advised of abovi required data'by ✓ phone mail Counter by _ ate �3 3 Contractor, designer, owner, was advised of above required data'by'_ phone _ mail /C�ou�t9r by _ Date Plans checked by -ry Date Plans approved byyJi Date3 �3 Sets of plans on hold -ink jg Vic, jMle cabinet AP folder Copy - Department of Public Works / G.H. USE ONLY ri„ rri.„ Atuchcd V , TO: Building Department y FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal 1/ —Water Supply: Public Private Well_L— Clearance for bedroom mobile home. Other Hold final for: Final clearance O.K. for.: NOTE: Environm ntal Health Specialist ii 8/92 Date COUNTY OF BUTTE ; BUILDING DIVISION DEPARTMENT OF DEVELOPMENT"SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER c PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact thioffice immediately. ` U G 01P S 7'/Z w :lit. , s "1 A4( c, zXv-G lveZ 4acoh q d7 &61ss < �«;a vi `` u> o-VCori- a� �. k t l - rtty Muz Permit No. ENERGY CERTIFICAT ION South ate Lane Chico Ca. A.P. No. LOCATION DESCRIPTION OF INSULATION ROOF Haterial Thickness(inches) EXTERIOR WALL Material FIBERGLASS BATTS '1'1, ickness (inches) ---3:111 Brand Name Thermal Resistance (R Value)_ Brand Name MANVILLE-SCHLL ER_._._ Thermal Resistance(R Value) R15 CEILING Hatt or Blanket Type Brand Name — -- 'rhickness(Inches) Thermal Resistance(R Value) -- 1,00se Fill Type FIBERGLASS Brand Name INSUL SAFE 3 35 lb. Nininnim Thicknea@(Inches) 15z1j1Number of Bags 33 Wt. per .be R38 Area covered(ft. ) 1260 Thermal Resistance(R Value) FI.OoR, ELEVATED Material 'rh ickness (i.nchee). FLOOR, SLAB tiaterial 'rhickne_ss(inches) Width(i.nches) FOUNDATION WALL Material— Thickness(inches) Brand Name Thermal Resistance(R, Value)_________ Brand Name Thermal Resistance(R Value)_ Brand Name Thermal Resistance(R Value)_ _ I. hereby certify t:11at the above insulation was installed in the above building in conformance with the State of California Energy Requirements... L UJIKE INSULATION CO., INC. 499150 F ,tijlAME/OWNER _ STATE CONTRACTOR S LICENSE NO. -� March 3, 1994 SIC 'CURE OF INS AL .AT APPLICATOR DATE I Hereby certify the above insulation and all required items as shown on the Bul.ldi.ng Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. nA FIRtI lE/OIJNER (Please prim-) STATE CONTRACTORS LICENSE NO. 3_3 SIGNA 'URE OF (1rNF..RA1, (;Ot71'RACTOR OWNER DATE TIITS CERTUICATF. MAST BE ON FILE WITH TILE BUILDING DEPARTMENT PRIOR TO F)NAI. INSPECTION APPROVAL AND A COPY SHAM. BE POSTED WI'I'IIIN THE BUILDING . January 1964 4 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS — BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 — TELEPHONE (916)5387541 -,WNER JLAc A,f S A. P. NO. (-/0 `7 D ROPOSED BUILDING USE D�( r Dnp School Distric Fees CVW�a (paid at District Office) _ 2. Sheriff Fees (paid.at-Building Department) Residential - =$ unit amt. Commercial(per sq . f t .) 1620 X ,03 =$ Y9.190. sq.ft. . amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X _$ 7F units amt. C� � Commerical(per sq.'ft.) X00 X oa� =$ �(6g sq.ft. amt. 4. Recreation District Fees (� ijK D (paid at District Office) ,,,,,,,,,, ,,,,,,,,,,,,,,, 5. Drainage District Fees (Contact Land Development) 6. Other 7. Other REC. # DATE_REC At time of permit application, I was advised the above fees are required to be paid pr =o issuance of the permit. .�_aPLICANT DATE J.E. McAMIS INDUSTRIES J.E. McAMIS, INC. Heavy Construction & Marine Contractors 3125 South Gate Lane • Chico, CA 95928 (916) 891-5061 FAX (916) 891-0904 March 23, 1993 County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Attention: John R. Henry, -Plan Check Engineer CCUMrV i3o'LO1NGG o�pr A . 15 1993 RE: New Office Building - 3125 Southgate Lane, Chico, CA A.P. No. 40-40-071.,B. P. #92-4443 Dear Mr. Henry: Enclosed are` the follo'iving: documents needed for completion of our permit application data sheet: ,p 1. Permit Application Data Sheet 2. Letter of signature authorization 3. Hazardous Material Form 4. Butte County Parks Fee - CARD (exempt from fees) 5. Butte County Schools (exempt from fees) If anything else is needed to complete the permit process, please advise. Respectfully submitted, Patty Gillett pkg enclosures COUNTYOF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER 4C- A. P. No. 14D -C(U — D7 t Proposed Building Use - F -I G W >' Building Inspector Date _ I Z 30 -moi Z . At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. Plot plans, 3/4 sets, signed by preparer of plans. i Z -gid -G Z --/ 3. Complete plans, 3/4 sets, signed by preparer of plans. ---/7/y 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. 2.3o 5. Hazardous Material Form. I AZ 6. Energy Design Compliance and supporting documentation. 7: tement of Intent for Non -Heated and A/C Buildings. En ineered truss details and layout in duplicate (required prior to plan check). 9. obilehome data and manufacturer's installation instructions, 2 sets. Fees of $-6;L— /a 130-J9Z_ 1. Impact fees as shown on attached schedule. 12. California Department of Forestry plan approval/fees. 13. F d elevation letter (100 year flood) by California Engineer. Sanitation and plot plan approva Health Departure 15. 16. 17. City of Chico plumbing permit. Plot plan and business license appoval from City of Biggs/Gri y. Planning approval for (A) Use:. © �" (B) Parking: Contact Land Development about (A) Improvements (B) rainage. 6'7L It19 �� Driveway permit (construction approval required prior to occupancy). Z0. Pre -inspection for required. 21. Contractor's license information. (No., Name Style, Classification). 22. Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner , Mail to owner �. 24. Recorded copy of Agricultural Acknowledgement Statement. y/ 25. Letter of signature authorization. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. 27. Letter of intent on building use. .28. Mobilehome utility clearance. 29. Documentation of legal access. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. 31. Existing violations/expired permits. 32. Plan check list. 33. 34. When yo issue the permit, pr9ceps as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other /I R - Date f3 , �. EXPIRATION OF APP IC ION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon writtten request by the person who paid the fee. The request must be made within one year from the date of fee payment on permits not issued, and one yearfrom the date of permit issuancefor permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Narr Address Nature of BUILDING PERMIT NUMBER q�- — "TL"T5 APN 040 --fib — 07 1 Contact Person Phone # 11(0 --Wq 1---60(p 1 1. Wes your business or that of your tennants handle, store, or transport hazardous materials? 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 standard temperature 4 pressure), or formulation containing hazardous material? NO ❑ YES If you answered YES to 1 or 2, contact the Butte County Environmemtal 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 'Ihool site? NO ❑ YES YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, umes, vapors, or other volatile compounds? NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. 'i' Owner or Authorized Company Representative .A,3'�3 qli ( ignature) (Dare) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. El11 The Above Regulations Do. Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. BUTTE COUNY PARKS DEVELOPMEN' -T FEE CERTIFICATION FORM. CMICO AREA RECREATIONANDPARK DISTRICT Assessor Parcel Number(s) qO - L/`Q - 07 Property Owner John A-Arnl's Project Location/Address <�� So u+� cic4A, C P. (14,C6 Subdivision 11 Lot Number(s) Residential Development: (check one) New Development —Alter 4tion/Addition Mobilehome(s) Non -Residential to Residential Ole) Total Number of Dwelling Units4 &,-x 0 6!2. F%. Comment: 01 Bui Die g(zartmei�7'- Date presentative Chico Area Recreati 14, V , 0,t, i (Applicant Name) -3 1 Z;S 5-D � (Street Address) A I I - (City) and Park Distr'ict(CARD) certifies that State) Phone Number (Zip Code I - has complied with the requirements of Butte Co. Resolution No. 897081 by payment for dwelling units @..�2—for total payment of CARD Repre/entative Date PAID BY. CHECK NO. REMARKS: BANK NO. PAID -BY - CASH RECEIPT N0. p ark.fee (7/89) 9 n+".tY�'��7,r*s+'7n�tCti"t!v>9n-• , ,, �. p�' . -�t�,'b':q„�.�+y`�i'y'i�^%^`a'"""``.,.'�''�+;tYx"r-'if+�>;,�.+irr-3'^`f"�'- ,. !+ r 77 BUTTE COUNTY SCHOOLS=:IMP,ACT FEE CERTIFICATION FORM (One Form Per Building) r'# School District Building Department No. A.P. Number `/O " 1/0-07/ Jurisdiction 0 Cityounty Property Owner JC) Property Location/Address Subdivison Residential Development Commercial/Industrial uilding Departme 0 No. of Living MHI Units Xe Lot No. i '' Sq. Footage Addition Sq. Footage Addition , (Floor Plans reviewed by School District Personnel) (Group R), 17/6 (Including Exterior Roofed Areas) / 2 3 0-52 Date District Identification No. 9 � 3JL,�, School District certifies that zti, 6 (Applicant) i (Street Address) ,. n (City) (State) has complied with the requirements of Resolution No: 579 representing `%/ square feet. School District Representative a// - (Phone Number) (Zip by payment of $ r 3 -c;L3 Date Paid by Check Number /y Remarks: OJL QJQ-J Qd Bank Number _ v Paid by Cash �. 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.wkl (4/92) 1' J.E. McAMIS .�Ll INDUSTRIES J.E. MCAMIS, INC. Heavy Construction & Marine Contractors 3125 South Gate Lane • Chico, CA 95928 (916) 891-5061 FAX (916) 891-0904 December 30, 1992 County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965, RE: New Office Building -.3125 Southgate Lane, Chico, CA A.P. No. 40-40-071 Gentlemen: I. John McAmis, appoint and authorize Patty Gillett to apply for and receive building permits for new construction at 3125 Southgate Lane. Respectfully submitted, J n McAmis JEM:pkg ,t", COMMERCIAL PLAN CHECKING GUIDE (1991 UBC) OWNER V OT/ /V /0 5 /�_N1 s A. Bldg. Permit' f9 _ 4 3 A. P. # © D OZ7 - O Plan Checker. VtRH GENERAL _l Zoning requirements, Planning approval. Valuation. �3! Plans signed by engineer or architect. ,�4' Proper description of work on application. fS� Existing violations on property. It6ms on data sheet. (W.C., fees, Health, Developer Improvements or drainage, Land Development approval. B. PLOT PLAN Fee', License law, eLc.). 10/92 ,Y.' Complete parcel size and dimensions.•- NST oa✓ PLOT �Cff/V ` ,2:' Setbacks, sideyards, easements, etc. , Other buildings or structures.-- Grading, tructures. Grading, fills, drainage. ,5! Flood hazard. �/°��• ���Ei� Special conditions on creation map, (noise, CDF, fire sprinklers, non-combust- ible, and foundations). /7: FAU & FAS road setback. Building or utilities across lot lines (Record form). C. OCCUPANCY REOUIREMENTS Building use Occupancy Group - 2 Type of Construction (J Building floor area /6 ?,o Sr Occupant Load Basic allowable floor area 9eW sq.ft. Total allowable floor area sq.ft. Basis for increase Compliance with specific occupancy requirements (Chapter 6-12). Occupancy separations (Sec. 503). Area separations (Sec. 505). Firewalls due to location on property (Sec. 504). �! Maximum height requirements (Sec. 507). Draft stops (Sec. 3205). ,Y. Ventilation and special hazards requirements (Chapter 6-12). _-8:' Automatic fire sprinkler system. (Chapter 38). �• Fire alarm systems (09 Sections of Chapters 6-12). �C• Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap.20). Environmental Health Review -(a) Restaurant Act, (b) Comm. Pool, (c) H Occupancies Smoke detection system. CDF or SFM Plan Review. Electrical Code Requirements (Pool or hazardous occ.) (Art. 680 & 500's). Physically handicapped requirements (Title 24). Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS Roof covering requirements (Sec. 3203). Parapet walls (Sec. 1710). � VK Toilet room floors and walls (_Sec. 510). 9 S ' Guardrails (Sec. 1712).- ',5- Detailed types 6f construction requirements (Chapters 17-22). 1__6!' Proper roof pitch for roof covering (Chapter 32). D. TYPE OF CONSTRUCTION REQUIREMENTS - Continued, Attic access and ventilation (Sec. 3205).- 3207). 205).3207 . ,9! Skylights. -(Chapters 34 & 52). Stages and'platforms (Chapter 39). Interior wall and ceiling finish (Chapter 42). 1,2! Fire resistive requirements. Walls, floor, ceilings, penetrations (Chap. 43): / Wall and ceiling covering installation (Chapter 47). Glass, glazing, Human Impact - Safety Glazing (Chapter 54). S' Foam Plastic (Sec. 1713). . r , E. STAIRS, EXITS, AND OCCUPANT LOADS General Exit Requirements (Sec. 3302 & 03) (Post occ. load, etc.). Number of exi-ts,.width and locations (Sec. 3303). Doors (Sec. 3304).° Corridors and exterior exit balconies (Sec. 3305). Stairways, rise°and run, width,.•w.inders,and construction Horizontal exit (Sec. 3308). Exit and smokeproof enclosures (Sec. 330!&.)3310)-. Exit signs and illuminations (Sec. 3313 & 14). Aisles and seating (Sec. 3315 & 16). Exits for occupancy groups A-E (Sec. 3317 & 3320). Floor level exit signs (Title 24, Sec. 3314). F. MISCELLANEOUS REQUIREMENTS xMasonry chimney (Chapter 37). Veneer (Chapter 30). Special Inspection per UBC Sec. 306. (a High Strength Bolting ( ) Field Welding c) Masonry (full stress) d) Concrete (fc 2500psi) pecial Certifications - Mill Certificates Expansive soil.- Special design Cut/Fill slopes, compaction tests, grading Noise requirements (Planning, App. Chap. 35). Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS 1 Complete calculations, correct design criteria. Complete shear transfer details, roof to foundation. Complete structural...material specifications. Shear wall anchorage:.based upon -,wall shear. 5. Roof diaphragm cffo'?d', collector; drag struts. 6. Combined tension and shear @ steel RF anchor bolts. 7. Braced roof and wall bays. (Sec. 3306). l�IK To �E vE0 1. M -` Eatto Count LAND Or vATU.:2AL VJcr.-Tu A:"ID UT • BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 jib TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 B U T T E C O U N T Y B U I L D I N G D E P A R T M E N T F A X C O V E R S H E E T FAX NUMBER (916) 538-2140 DATE TO: H FAX NUMBER: ATTENTION: �/� N� C'? • 8c73 — 0532 REGARDING: A.P. N0. o4o-4000U - to7/ PERMIT NO. (Z -,-1"44W-? SUBJECT: "J.5. /r' C tq1w15 Qc�clCE FjGI�CD�N�. SPECIAL INSTRUCTIONS: SEE PLAN CHECK LIST TO FOLLOW [ REVIEW AND RESPOND ACCORDINGLY �[ ]" FOR YOUR INFORMATION ONLY [ ] OTHER: (IN)EL , JOHN R. RY, P.E. PLAN C ECK NGINEER Permit Applicant: C�`s Permit No. A.P. No. �//, 07/ Date: The above referenced building plans -were reviewed by this office. PUT 06 AJE 6 U T p 1L , . /U OA14V,� GEit/�7h- T IV. _ Z-/A/E �- PCWA) �/ s 5MOO /?.0/ / d � a� f 10 6 0,GVAI, ' C& Z IME lol //-0 Z,/ N�� 7�i° C�o1z/J s'f�C�cE prtJ P��� P p1/dt�' SENT To FRtl-rt/fc G cy P � {� 8%3 - 0532 3 Bob Heaton. DATE: January 14, 1993 2044 Palm Ave. Chico, CA 95926 RE: Proposed Office Building Dear Mr. Heaton: A. P: 040-400-071 B.P.# 92-4443 With reference to the above subject, attached is: [XX] Plan check list J Red marked calculations Red- marked plans Other: ACTION REQUIRED: [XX] Comply with plan check list [ ] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: John McAmis Very truly yours, 325 Southgate Lane Chico, CA 95928 John R. Hen Plan Check Engin e ount BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Bob Heaton. DATE: January 14, 1993 2044 Palm Ave. Chico, CA 95926 RE: Proposed Office Building Dear Mr. Heaton: A. P: 040-400-071 B.P.# 92-4443 With reference to the above subject, attached is: [XX] Plan check list J Red marked calculations Red- marked plans Other: ACTION REQUIRED: [XX] Comply with plan check list [ ] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: John McAmis Very truly yours, 325 Southgate Lane Chico, CA 95928 John R. Hen Plan Check Engin Permit Applicant: John McAmis Permit No : 92-4443 A. P. No. 040-400-071 Date: January 14, 1993 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and calculations as follows: Plot plan must show location of existing commercial mobile home. Provide complete truss calculations.and details by a.California'Registered Civil Engineer. 965 FIR STREET • CHICO, CALIFORNIA 95928 a TELEPHONE 916-895-1422 rolls Rnclerson molls CIVIL ENGINEERS May 19, 1992 OFPr°dk �0r a��r Butte County silc.'V6; Department of Public Works 414Y Building Department 2"0.1992 7 County Center Drive Oroville, CA 95965 Attention: Mr. Jim Glander Chief Building Inspector Subject: Mr. John McAmis A.P. No. 40-40-71 Gentlemen: Please accept this letter as our response to the Butte County Building Department requirement that the 100 -year flood elevation be determined -for the above - referenced project. The subject parcel is located on Southgate Lane east of State Highway 99 and approximately 1,400 feet north of Butte Creek. Butte Creek is the source of any potential flood hazard for the subject parcel. We have reviewed data from a copy of the modified Hec-2 computer model for Butte Creek that the Federal Emergency Management Agency sent to Butte County Department of Public Works in November, 1989. Interpolation of the 100 -year water surface elevation between cross section 11 and cross section 12 indicates a 100 -year water surface elevation of approximately 220.0 feet (USGS Datum) at the subject site. Our site plan. for A.P. No. 40-40-71 indicates a minimum existing ground elevation of 224.5 feet (USGS Datum), or 4.5 feet above the 100 -year water surface elevation. Any building constructed at or above the existing ground surface will be well above the 100 -year water surface elevation. j No. 33381 BAN/cm cc: Mr. John McAmis Sincerely, 2 UT S IG C:' u �1Ti ROLLS, ANDERSON & ROLL/SN1 E Bruce A. Nash CM, ,, f nr " R.C.E. 33381 cnt+.4 Registration Expires: 6/30/94 ` � � • •Cy' r / �\/ \\ .. ' - w/ PCO ' \DkGv1 OI.`c Q R P < tX Ck / G. cl •.\ G1 \ Dpiee, A C ° p� .fl '' ^ Fes' y� / • t�, 00 ro ka 07 INA ' \\ h0/ o h R(b • OT A STREET -.AREA . R jW..EA.SEMENT;. ;A ' .TOTAL PARCEL'') - RECORD. EASEMENTS .P RECORD REFERENCE - _ BK 13eBK 263 -aR G 67 , • 31a OR., PG 53 C PAR WL. . ----- BK *604, O. R. PG. 337' ( HW Y 99 R/W). BK 964, 0.R.,. PG. 98 ( S.S.J. D. 0. R/W) . -4Z-_BK 1413, O.R., PG. 592 ( BALDWIN) --_l:-BK.-.83,_P.M.,_P-G.-4.9.5 (Mc CAIN) -.... - --------------- - - - BK1074 O R. PG 485 (PETERSON) J.E. McAMIS INDUSTRIES CV epi J.B. McAMIS, INC. ✓.4-"rG Heavy Construction & Marine Contractors 3125 South Gate Lane • Chico, CA 95928 (916) 891-5061 FAX (916) 891-0904 + January 19, 1993 = Butte County Building Division. Department of Development Services 7 County Center- Drive Oroville, CA 9596513397 Attention: John R. -Henry, Plan Check Engineer RE: A. P. 040-400-071 - B. P. #92-4443 Plan Check List dated January 14, 1993 Dear Mr. Henry: —Pal-a=axs=e b-e.a=dvdYs_e.d�t-h=a-t—t=he—ex- szty-i-n=g—c°omme'vc iia-l—mo-bi 1=e—h-ade wi Ll,..,,b_e—r-e_mo ee.d.- f r_om,..,.t.he—l-o=t—u-pon-.-�com-p-l;est=iron—o7-f-=t-h-e—ne--w—o-f=f ikce- —bun- 1=dYi=n=g- Also, enclosed' please find the completed truss calculations and details by a California Registered Civil Engineer. spectfully submitted, R/ -C- - hn E. McAmis JEM:pkg enclosures (truss calcs) .. :s.��. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. I County Center Drive - Oroville,°California 95965 -Telephone: 916:'538-7541 Q - z= APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER - ZONING Z BUILDING PERMIT OWNER ,John c, A m is TELEPHONE tsop ( SO. FT. OCC. BUILDING VALUATION P. s7 CU3LY0 OWNER'S MAILING ADDRESS ft.� Z CONTRAC OR'SNAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ S70. -�:V ARCHITECT OR ENGINEER 6 6er OYI LICENSE NO. Plan Checking Fee $ Ener Plan Checking Energy g Fee. $ ARCHITECT OR ENGINEER'S MAILING ADDRESS ✓I Pize, V c.0 Cc,- , ef5_q Z Penalty $ BUILDING ADDRESS v. G Permit fee $ 7S PLUMBING PERMIT Filing Fee 15.00 Each Trap SI 5.00 Zino Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 7 Each pas water heater or vent 7.00 - USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other-029""G/64� 6U14_0f) ' SPECIFY Gas piping system 1 - 5 outlets 5.00 S Building sewer 15.00 � Mobile Home S I G I W @ 15.00 TYPE OF WORK Newo Addition ❑ •Remodel Utilities ❑ Installation❑ Other ❑ Describe work: Q (C e 16 USWES Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 2SS 000V OR 0AORLESS 18.50 S-6 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 ❑FIXED 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) ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main service 200ATO1000A) 37.50 NEW CONST.( DWELLING OCCUP.&\ OR AOONS. ACC. BLDGS. // 3.6Q sq.ft. %0 NEW CONST R. ULT'.OUTLET NON•RESID BRANCH CIRCUITS) 5.00 (POWER APPARATUS 61 SINGLE OUTLET CIR. ) t Ex. Occup(OUTLETS OR FIXTURES 76d -IL APLINIS EX. Occup. OUTLETS P(RESID.)REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g '15.00 Permit Fee $ ZT0 10 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate 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. Contractor l73�1 a MECHANICAL PERMIT Filing Fee 15.00 Heating Loxo P 010 Cooling � JLC Jv Hood 6.50 Ventilation 4.1. SD Permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence 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 Inspectio Fee $ Sold B— Co s PE TOTAL ys E $ r,Az OFEES IMP FO COF I PARC PD H SSUE p This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. / 310/ 75 WHITE-O.P.W.. YELLOW-ASSE330R. PINK -INSPECTOR. GOLDENROD -APPLICANT COMMERCIAL PLAN CHECKING GUIDE (1994) U OWNER: Md�Al�7:C---DO!E7WIFI:-BUILDINGPERMM4UMBER:-(�17-0/l(o PLAN CHECKER: WK l AP.NUMBER: A. GENERAL: Zoning requirements, Planning approval. �2! Valuation. �3� Plans signed by an engineer or architect. ,4.' Proper description or work on application. Existing violations on property. k 6-1 Items on data sheet (W.C., fees, Health, Impact Fees; License Law, etc.). T. Improvements or drainage, Land Development approval. `S B. PLOT PLAN: �I'� /U 3 — le", Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. V cAv 1 � Other buildings or structures. / Grading, fills, drainage. Flood hazard. Z4 tiJ1 �C it, i4L 4A (y L-,;, (i 4 - �A l 4 l 112 - Special '2 - Special conditions on creation map (noise, C.D.F., sprinklers, foundations, etc. /7. F.A.U. & F.A.S. road set back. ,S--- Building or utilities across lot lines (Lot Merger). C. OCCUPANCY REQUIREMENTS: Building use: 6�' ( E Occupancy Group: '9- -- Z Type of Construction: — N Building floor area: OccupantLoad: Basic allowable floor area:(y sq. ft. Total allowable floor area: February 1996 3.4 Basis for increase: Compliance with specific occupancy requirement. 1-11/ j2! Occupancy separations (Section 302). X" Area separations (Section 504.6). GX Firewalls due to location on property (Section 503). .,S-• Maximum height requirements (Section 506). .,6!' Draft stops (Section 1505). Ventilation and special hazards requirements (Section 3). ,8,"' Automatic fire sprinkler system (Section 904). 19 Fire alarm systems (Section 310.10). X1.0. Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). _ flyl'" Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, © H Occupancies. 412 Smoke detection system. 1,3'.' C.D.F. or State Fire Marshal plan review. ''.; lectrical Code Requirements (Medical -Article 517, Assembly -Article 518, etc.). l�'ETWtAFN/ Physical Disability Requirements (Title 24). ,.1.6- Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS: /1""'Roof covering requirements (Section 1503). ,2�' Parapet walls (Section 709.4). ,.3-"' Toilet room floors and walls (Section 807). Guardrails (Section 509). February 1996 3.4 FAN -6� Detailed types of construction requirements. 6. Proper roof pitch for roof covering (Section 1507 & 1508). Attic access and ventilation (Section 1505). Roof a draina Section . 1506 g( ) Skylights Section (2409 & 2603). ,107' Stages and platforms (Section 405). SIT." Interior wall and ceiling finish (Section 801). f Fire resistive requirements. Walls, floor, ceiling, penetrations (Section 702). Wall and ceiling covering installation (Section 2500). Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). Foam Plastic (Section 1715). Ems/ STAIRS, EXITS AND OCCUPANT LOADS: �l . General Exit Requirements (Section 1001.4 & 1006.3). ,i2�_ Number of exits, width and locations (Section 1003). Doors (Section 1004). Corridors and exterior exit balconies (Section 1005). Stairways, rise and run, width, winders, and construction (Section 1006). ,,6! Horizontal exit (Section 1008). f7' Exit and smoke proof enclosures (Section 1009). `8% Exit signs and illuminations (Section 1013). %9,' Aisles and seating (Section 1014 & 1015). Exits for occupancy groups (Sections 1016 - 1019). �lsl. Floor level exit signs (Title 24 & Section 1013): F. MISCELLANEOUS REQUIREMENTS: Masonry chimney (Section 31.02). Veneer (Section 1403). Special Ins pectionper U.B.C. Section 1701). High Strength Bolting. Field Welding. f e"' Masonry (full stress). Concrete (f'c>2500psi). Special Certifications - Mill Certificates. )-5a- ` Expansive soil - Special design. e� Cut/Fill slopes, compaction tests, grading. t rt Lute, f.,s WK11. Noise requirements (Planning, Appendix Section 1208). -Ar!o� Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS: 1. Complete calculations, correct design criteria. 2. Complete shear transfer details, roof to foundation. 3. Complete structural material specifications. 4. Shear wall anchorage based upon wall -shear. 5. Roof diaphragm chord, collector, drag struts. 6. Combined tension and shear @ steel RF anchor bolts. 7. Braced roof and wall bays. H. OTHER: F ti February 1996 S urt r c J- AMC- V11! /C4 r/oo -, 3.5 MCAMIS INDUSTRIES 3125 Southgate Lane Chico, CA TO C orb elo Re: Office Addition A.P. No. 040-400-071 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 6,44 V P Date: 2/15/96 Permit /#96-0160 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [x] Red Marked Plans [x] Other: - Memorandum on Truss Submittals - Co.) F -� c9 r Cq�-' I C. I � k�rn-,-, s I -4-'>i5 1A I (- s Action Required: [x] Comply with plan check list [x] Resubmit plans with revisions as required [x] Submit calculations as requested [x] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerely, forge R. Kellogg Plan Check Engineer PLAN CHECK LIST Permit Applicant: MCAMIS INDUSTRIES Date: 2/15/96 Permit #96-0160 The above referenced plans were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: 1. P ovide required revisions or information as indicated on the red marked plans. Provide information requested on attached memorandum on Truss Submittals. Show access to attic of addition. Provide calculations for shear wall and 6x 12 beam. ti �5Provide remaining items on the Permit Application Data Sheet. Note,' flood elevation letter from permit 92-1423 will be sufficient for this new permit. M E M 0 R A N D U M TO: TO WHOM IT MAY CONCERN FROM: Michael Vieira, Building Official DATE: 2/5/96 SUBJECT: TRUSS SUBMITTALS (REvxsED 2/5/96) Count BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: 19161 538-2140 This is to give notice that we will be requiring the following as part of Truss Plans and Calculations: Residential Construction �1J�Submit two (2) complete sets of truss plans and calculations. �1 That the truss design is project specific. It is expected that the designer will indicate on the plans and calculations the project for which they were produced. Alternatively, mastered trusses maybe used if authorized by the truss designer. The designer must provide written authorization which clearly defines the limitations on the truss's use. Limitations shall include loading conditions, span and other design criteria. The requirements of the specific project must be within the design criteria of the mastered truss. 3 Each set of truss plans and calculations shall be accompanied by a truss layout that accurately reflects the roof layout on the proposed building. The truss layout is to be dimensioned and show all truss locations. The truss layout and the building plans must be free of conflicts. Truss plans and calculations must be stamped and signed by the truss designer. The signature reed not be wet signed. Designer must be a civil or scructura_ .ginger or arc --*L: _--t licensed in the State of California. Truss details are to be completely legible. Faxes of truss plans and calculations will not be accepter. Any changes to the original design must be approved in writing by the truss designer. je All connections required by the truss design are to be specified and shown on the truss details. Our clan cher*- staff will not specify connections. . 1 bracing required by truss design is to be specified on the truss details. Any truss plan that contains notes referencing a requirement to be addressed by a separate engineer or architect will require the owner to obtain such an engineer or architect to accomplish said requirement. If laterial design is required for the trussed structure, then the lateral designer must review and accept the trusses being used. Additional Requirements for Structures Required to be Engineered pursuant to California Business and Professional Code Sections 5737.1 and Section 5537. 0i Truss plans and calculations must be stamped and wet signed by the truss -�' flzsigner. Designee must be a civil or structural engineer or architect licensed in the State of California. )`• The truss design must be reviewed and approved by the engineer or architect who designed the building. COUNTY OF BUTTE BUILDING DEPT FEB p 5 1996 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS. MATERIALS AND EMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER /I� —IK v APN D(f O -Wo - ©71 Firm Name J. E. McAMIS, INC. Address 3125 SOUTHGATE LANE Nature of Business Heavy Construction and Marine Contractor Contact Person John McAmis Phone # (916) 891-5061 1. Does your business or that of your tennants handle, store, or transport hazardous materials? 12 NO 11 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 standard temperature 4 pressure), or formulation containing hazardous material? 5d NO 0 YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-)¢j(1) 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 school site? ® NO 11 YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? ®NO C3 YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative 1/29/96 lSignatur !Dale/ BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. E11 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. I;. /,,. ., :,�,}y�.Mif4 ��irS^,^`;r 1y 17'.. �.�1' v�rlf.!{MT. L ENGINEERING CALCULATIONS OFFICE ADDITION J.. E. McAMIS INDUSTRIES 3125 SOUTHGATE LANE, CHICO, CA. ROBERT B. HEATON, ARCHITECT 2044 Palm Avenue CHICO, CALIFORNIA 95926 (916) 343-8038 STRUCTURAL CALCULATIONS Office Addition for J. E. McAmis Industries Offices 3125: Southgate Lane Chico, California Pages 2 through 11 AR B. . v 2� 0 * No. C9192 9�F 9�N• 3-3 � ��'�. ��� �F C A��� 0 Page 1 i .Z6S�/� a z � PI- lo�z ((11S/7-) .030 e P1eAdll 91Z0' 6620' 9[Z0' OZZO' EOZO' 00'Z bUTPlinq 10 spaa moil 6eme 896pll pue slaum batpltnq moi; dere plebd0 E160' 6LE0' 6SE0' OEEO' SOEO' 00'E sbueglaeo Inogj1A sapi 10 saeea s1au103 6ulpllnq le sa6pa ;ooi pue saeea 10 s6ulpllnq ;o spaa le sa6pp ;oog P1ebd0 9BEO' REV TEEO' 80[0' S8Z0' 08'Z sapi 10 saeea le 96ueglaeo 10 saldouej P1ealno 9LZO' 66Z0' 9EZO' OZZO' EOZO' 00'Z MUM* IRA i * # S3I11(INIIK03SIa 3V S V 3 H V, I V 3 0 1 # # f piemino OZZO' 6610' Plebin0 MTV Plealno/P1eAul 6LT0' Plenlno OZZO' P1eAlno ZSTO' plerul S910' plea O 9600' BET0' ple"i 1600' 10 plempo 6ZI0' P1EAln0 9600' LETO' Z910' 6610' LETO' Oslo' 6810' 9LTo' E9T0' 09'1 ZI:6 ueql ssal adoIS s;001 lel; pae 86p11 04 lalleied pulp SZTO' 8110' sainlanils uado OE10' TZTO' ZITO' 01'1 Z1:6 aegl ssal adolS SE00' iE00' TE00' OE' sainlanils pasol3u3 01 ZI:Z adolS ZITO' ,9010' 1 6600' 3008 6ST0' E610' ZETO' OE'1 sladend 6810' 9110' E9I0' 09'I sainpuls uad0 OETO' TZ10' ZITO' 0111 sainlouls pasolou3 Z6T0' ZETO' ZZTO' OZ'i sainlonils TTV •, I I V A +�SZNaN0dW03 ONV S I N a N a I a 1800' E800' LL00' IL00' OL' s;001 lel; pae 86p11 04 lalleied pulp SZTO' 8110' LOTO' ZOTO' lelol loop LE00' SE00' iE00' TE00' OE' ZT:6 aegl Hai 01 ZI:Z adolS ZITO' ,9010' 1 6600' Z600' 06' ZT:6 uegl seal 01 ZI:Z adoTS Z900' 6S00' SS00' IS00' OS' 1001 pleapulA L800' E800' LL00' IL00' OL' ;001 lel; 10 plemaaq a6p11 01 leTuTpuadlad puiA 3o 0 0 H o H 6LI0' Z910' 6Si0' E6T0' ZETO' lien P1EAlnO 6900' Z900' 6S00' SS00' IS00' OS' slleb p1maq Plebul OTTO' 0010' 6600' 8800' 1800' 08' SIM p1eAPulA ' S7IVA bj 68' 9l' Zl' L9' Z9' 80 uoildllosap 6lgmassV M<,O6> ME) (,SZ) <IOZ> <IST -10 'lH u0iloall0 + SW33Sr1S 0NV S3WV83 A8VWI8d x x saal6ap Z9'ZZ < A ZI 0T 0o'S < gelid loos 38d 06'91 < s6 gd11 00'08 < paads Pati olseg 00'1 < loloe; aonellodml 8 < alnsody3 uotlippe slmVoW« uoild uosa0 salnpuls uo salnssald pulA S6-8-8 sag 96/tT/E WV 16:9 EViVOZV9< aiii- A,1 0 i i a e j I r i • i i .. i I I f r • f f i I I Ito (20•1o)S'(sZ�g�s� = �d I %--4 (2010').S9'i + zi)o.•(5'+2j) =iM I 1 L a . 9 Lj) k•a �4 J O VI i -File >SRBARW 6:52 AM 3/14/96 ------------------------------------------------------------------------ Rev. 1-20-95 Shearwall schedule ------------------------------------------------------------------------ Description » ------------------------------------------------------------------------ Mark Description RF DF 1 3/8" cda plywood with 8d nails -;Rr .264 at 6", 12" o.c. 2 aai1r� m - Z4k/' Sd at 4", 12" o.c. , t a I i j I t a I i I t a I I -COLLCTR2 6:56 AM 3/14/96 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description »Line A.1 ---------------------------------SUMMARY-------------------------------- V1 > .940 kips V2 > kips Length subject to V1 > 17.500 feet Diaphragm shear due to V1 > .054 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per:foot - shearwalls (v) > .148 kips/ft <Shearwall v> Segment W/0 Wall Opng. V1 V2 Force 6.330 w 6.330 y .000 11.170 0 11.170 y .600 I-- 6LUTR2 1:00 AM 3/14/96 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description > Line 1 ---------------------------------SUMMARY-------------------------------- V1 > .410 kips V2 > kips Length subject to V1 > 22.000 feet Diaphragm shear due to V1 > '.019 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per:foot - shearwalls (v) > .082 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force 2.500 w 2.500 y .000 3.000 o 3.000 y .158 2.500 w 2.500 y .103 �6d 14.000 o 14.000 y .261 I m t e i r 1 ,.�y;.;.a,�.�,��'�h+..ra..►�-N•n,,�a..�:(a•`r1"/'�...7K4.+Ytir'nfa.'YNy'^.RT•451%�''Y*'3" iFq'►tl,�'�.tras•..''r4�t'y�..^?.X11.�'t..i�,+Iyr..,.w..��,,4„r�.rj.�,h�-r:.+1k-[.,h�._.7r• fit-P�t,�•.�,.•......'._,. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building),:�M=` School District C Building Department No. `AUNTY OF eurrE PT- ` -A. P., Number ©C- —;- Idd-d7P” Jurisdiction: 0 City , County + FEB Ss 1996 _ . ,.. ' , Property, Owner- ��✓/`. a ; Property Location/Address Subdivison Residential Development` k No. of Living ' MHI Units Commercial/Industrial New (sem Building Departme Lot No. �- Sq. Footage Addition (Group R) ©�iq. Footage 3 ro G Addition (Including Exterior Roofed Areas) Dat (Floor Plans reviewed by School District Personnel) District Identification No. %W447: (-�-Q(�School District certifies thaty �I C (Applicant) (Street (Phone Number) OAA (City) I // (State) (Zip Code) has complied with the requirements of Resolution No.`7' lA ' q �by payment of $ C. representing 3 square feet. AB 2926 $ r/i . / FULL MITIGATION $ Repress Date Paid by Check # Remarks: Bank Number Paid by Cash 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) feeformmkl (11/94)dmm MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift_ 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy. Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilings -'.*4 JJ/ •.1 � l I C// COMMERCIAL ' C070-440-071 _ PERMIT#96-0160 I McAMIS INDUSTRIES, J.E. i 3125 Southgate Ln., Chico Cont; Steve Sicke Add Office/Comm JOB FINALED (DP! Signature CERTIFICATE OF OCCUPANCI ISSUED (Date) Signature. J=OK O = Not OK - = Not Applicable OMMS Not Ready CV 111[ Date UNDE OOR Plans OK except #'s o -Setbacks-Easements-Flood-Slope-Soil Report Ftg., Main; Soils-Ufer Ground.-Ftg. Depth Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.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 Date Card B-1 Date Card B-1 Date Card B-1 Date t PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle J 17. Water Pipe; Test & Anchor -Nail Protection I 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card 8-1 Date EL%TRICAL (Permit) OK except #'s ?-It Fjidture & Transformer Clearance -Ins. Protection V,s(ngie Phase -Three Phase -Equip. Bond r e Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. V6quip. Ground made up w/Meth. Fastners-Bond Gas &Water 2 . Wii COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with "`the requirements of the Uniform Building Code under permit number 96--0610 for the following: Use Classification Vrrll:l!;.(ISUJliV15JJ , .a Address or Location 3125 S THGATE LN., CHICO Group B-2 occupancy: Type construction. It is hereby certified for the occupancy described above and may be occupied. Director of Publie-Works Date 12/5/96 by POST IN A CONSPICUOUS PLACE (Over) 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. y, COUNTY OF BUTTE -DEPARTMENT OF GEVECOPMENTSERVICES - BUILDING DIVISION 7 'County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541/� _ Q ERMIT NO. APPLICATION AND PERMIT `7 ASSESSOR PARCEL NUMBER 040-400-071 ZONING M2 BUILDING PERMIT OWNER J.E. MCAMIS INDUSTRIES TELEPHONE SO FT• OCC. BUILDING VALUATION 366 B 20 f 862 OWNER'S MAILING ADDRESS 3125 SOUTHGATE LN CHICO CONTRACTOR'S NAME STEVE SICRE TELEPHONE 345-5740 CONTRACTORS MAILING ADDRESS '11 io�ARDENTA LN, 0 Fireplace CONSTRUCTION LENDER UNIKNOWN Total Valuation $ Filing Fee $ 20,00 LENDER'S MAILING ADDRESS Permit Fee $ 216.0 ARCHITECT OR ENGINEER UCENSE NO. Plan Checking Fee $ 140.4C Energy Plan Checking Fee $ 23.0 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMITFEE $ 399.4 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex O Mobilehome O Other OFFICE SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition Remodel O Utilities O Installation O Other ❑ Describe Work: OFFICE Mobile Home I S I GI W 1 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service000V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A To 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is(fj�1 full force and effect. 2 M License Class �J — Lic. No. � ),© 13 j OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCURSO. OR ADDNS. ( 8 ACC. BLDS. ) 3.5Q FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 22.50 ( 8 POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FDCTURES ) 20 Q 1.00 �L 50 FIXED APP WS. OR EX. Occup. OUTLETS (RESID.) EA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 42.50 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' ompensation, as provided for by section 3700 of the Labor Code, for the Pe rformanceof the work for which this permit is issued. 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 work'compensation insuraj ce carrier d policy number are: Carrier /✓� U0./ICy b�S MECHANICAL PERMIT Filing Fee 20.00 Heating DUCT 15.00 Cooling Hood 6.50 Ventilation PERMITFEE $ 35.00 Contractor Policy Number / fOM (The above sections need not be'completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) O 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith cc ply with those provisions. XDate Date 1��—_ S gnature o Applicant - OT -6-w- ner Contractor O Agen An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 oer CONS .TYPE TOTAL FEE $ 522.9 01 HA D. FEES IMP FLOOD A CDF PA PD HD U This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to indicated above for which fees have been paid. By ...,,,n Date PERMITEXPIRESON L-18-9 11 (Date) do work Recei tNo. 10,0575-200.40// 6 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR -1 GOLDENROD -APPLICANT &H. USE ONLY Plat Plan A—LA Plow PLm Att c6ad Seat to B.D. l TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance —� Owner Location AP# Plan Approved for: Sewage Disposal Water Supply:' Public Private Well Clearance for bedroom mobile home. Other (11MA&kD Ci Hold final for: Final clearance O.K. for: NOTE: EniGnmental Health Specialist —jj JL 19 %0 Date Ll B U T T E C 0 U N T Y B U I L D I N G D E P A R T M E N T F A X C 0 V E R S H E E T FAX NUMBER (916) 538-2140 6l6R'3 DATE '. ' TO: D yv • 0,41Z / CoAlST. FAX NUMBER: 545 — .3z 55 ATTENTION: REGARDING: A. P. NO. 040 " 0 ~07� PERMIT NO. ` 2 - 441�'3 SUBJECT: FIR 6- IP1207-FC.7710AJ S?OXACC 7-11XIK . SPECIAL INSTRUCTIONS: ( ] SEE PLAN CHECK LIST TO FOLLOW [ ] REVIEW AND RESPOND ACCORDINGLY FOR YOUR INFORMATION ONLY OTHER: r 0660,VleC Is /f COPY OF 7%-,I(t- /VOTE -Iipd wt (fotyrl-c7 -r-�D CRAA,1roRD & c DF c 53g- 79q¢ SINCERELY, (::::) A JOH R. HENRY, P.E. P CHECK ENGINEER i �countg utte BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Ll B U T T E C 0 U N T Y B U I L D I N G D E P A R T M E N T F A X C 0 V E R S H E E T FAX NUMBER (916) 538-2140 6l6R'3 DATE '. ' TO: D yv • 0,41Z / CoAlST. FAX NUMBER: 545 — .3z 55 ATTENTION: REGARDING: A. P. NO. 040 " 0 ~07� PERMIT NO. ` 2 - 441�'3 SUBJECT: FIR 6- IP1207-FC.7710AJ S?OXACC 7-11XIK . SPECIAL INSTRUCTIONS: ( ] SEE PLAN CHECK LIST TO FOLLOW [ ] REVIEW AND RESPOND ACCORDINGLY FOR YOUR INFORMATION ONLY OTHER: r 0660,VleC Is /f COPY OF 7%-,I(t- /VOTE -Iipd wt (fotyrl-c7 -r-�D CRAA,1roRD & c DF c 53g- 79q¢ SINCERELY, (::::) A JOH R. HENRY, P.E. P CHECK ENGINEER �"X 34��-3255 50' NONEXCLUSIVE ROAD a PUBLIC �-0, U?IL ITY EASEMENT FOR INGRESS 8 EGRESS , TO BE RESERVED IN DEEDS \ QP y•Po- '1 8K 2631, O.R. PG. 53, AND IS HEREBY OFFERED FOR DEDICATION TO THE \ \\ COUNTY OF BUTTE. DEED BEARINGS ROTATED 0031 44 C.W. TO CORRESPOND \\ X00 W/ MAP. / S. S: ✓. D.D. R/ W . o.o / COURSES a DISTANCES \\���,� S0600626" E 834.42'G 10 1A• S220 11'44" W 75.36 Q Z \ c 0` 2 \ \ 6N S220 1 1' 44" W 17 1. 14' i 9 �� �o <0 \ 0Fj1'� 00 S030 16' 16" E ' 421.58' N86043'44"E 20.13 02 9� tk \ O .9 \,/ N66043'44" E 29.87' �� 49 0 1 3 3.0 6 �.`' E J SC3 16' i6'E \ � ., /,Q9 c'� h GO CURVE DATA ��• �tiiy�='�, 09 ®� °�a R L So 0 eo 15. 730 23' 54 20.00' 25.62' 9 ' 730 23' 54' 50.00' 64.05' 90000 00" 50.00 78.54' 90000,00" 50.00' 78.54 Z S� 90000, 00" 20.00' 31 .42' NO TES AT TIME OF DEVELOPMENT OF EACH PARCEL, A 10,000 GAL. STORAGE TANK WITH A DRAFTING CON*NECT10N IS TO BE INSTALLED. PIPING TO BE M!N. OF 4" AND THE PUMPER CONNECTION TO BE 4" INLET X 4 1/2" NATIONAL HOSE THREAD MALE WITH PROTECTION CAP, ALL TO S-29 STANDARD t9 PROVIDE DOMESTIC WATERLINE TO STORAGE Ti" NK TO MAINTAIN LEVEL OF WATER IN STORAGE TANK PFROVIDE ALL WEATHER ACCESS TO DRAFTING CONNECTION. GRANT OF EASEMENT RECORDED MAY,9 1980 IN BOOK 2513, G.R. AT PAGE 469 �0 WELLS MAY BE PLACED W IOOFEET, OF THE DRAINAGE TRENCHES USED FOR STORM DRAINAGE RECORD REFEREN —R -A375 vF B-EAR/NGS "-E BASIS OF BEARINGS FOR THIS SURVEY IS THE (R!)----- BK •604, 0. R., PG. 337 (HWY 9 5'Z.ERLY LINE OF THE PARCEL MAP ON FILE IN BOOK (R2)-•-•- BK 964, O.R., PG. 98 ( S.S.J. (R3)----- BK 1413, O.R., PG. 592 ( BaLD% 3 O."r PARCEL MAPS, AT PAGE 4 8 S. BUTTE OFFICIAL (,MC CAI CORDS AND SHOWN AS N 410021 02"W. CALIFORNIA (R4)----- BK 83, P.M. PG. 485 CORDINATE SYSTEM ZONE 2 ALL DISTANCES SHOWN (R5)-•-- BK 1074, 0. R. PG.485 PETEf ( ,F)E GROUND. PROJECT NAME McAM157 off 1 G65 DATE `JECT ADDRESS 5OUTHGATE LN, Cwcol CA /223/290 SQIfT �V/SE) :> ......... PRINCIPAL DESIGNER -NVELOPE I HIGH RISE RESIDENTIAL TELEPHONE PHASE of cONSTRUCTION Building Pettnit M •... .... Ott , ftA G40TE er METHOD OF ENVELOPE 34:3-803.8 OVERALL ENVELOPE PERFORMANCE DOCUMENTATION AUTHOR TELEPHONE ><:>Chackad (ry/Dak PSE i�, oN A GbdlTrcGT 34b - GENERAL INFORMATION DAT OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE /223/290 SQIfT �V/SE) l I BUILDMG TYPE NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEUMOTEL GUEST ROOM PHASE of cONSTRUCTION NEW CONSTRUCTION ADDITION [:] ALTERATION UNCONDITIONED (File A"vit) METHOD OF ENVELOPE COMPONENT OVERALL ENVELOPE PERFORMANCE COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents Is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 143 or 149 of Title 24, Part 6, Chapter 1. ...ase check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer or architect. I affirm that I am eligible under the a;;emption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. ❑ I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section. of the Code to sign this document as the person responsible for its preparation; and for the following reason: PRINCIPAL ENVELOPE DESIGNER -NAME JSIJ�NARE/%%�( ILIC.N O., / 9 Z / T 28/4 3 OL�/ZT 45. H-eAToN41 1 Indicate location on plans of Note Block for Mandatory Measures GHEE? A, 2 For detailed Instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential anual published by the California Energy Commission. —NV -1: R64uired on plans for all submittals. Part 2 may be Incorporated in schedules on plans. ENV -2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV -3: `Optional. Use H default U -values are not used. Choose appropriate version for assembly U -value to be calculated. NonmskkntW Compllenoe Form DeownbO 1991 CERTIFICATE OF COMPLIANCE Part 2 of 2 U �TNAMEC Amis ►.S 12 /� 1/281q !p.. ASSEMBLY NAME (eg. Wall- 1. Floor -1) Aetna / WINDOW NAME (9g. Wkxdow-1) W/N DO W SKYLIGHT NAME (0% Sky -1) N /A INSULATION R -VALUE (eg. R-19, R-22, 91c. ) (�• /3 A•3b CONSTRUCTION TYPE (9g. Block. Wood, Metal) WvvA .5iu-D woo, A,4uss FRAME TYPE (eg. Wood, Metal, etc.) FRAME TYPE (9g. Wood, Metal, etc.) N /A LOCATIOWCOMMENTS: (9g. Suspended Calling, D9miskv, etc.) 7'YPic�-c. SKYLIGHT MATERIAL (eg. Glass. Plastic, etc.) MIA BLAZING TYPE (eg. Clear, Tinted) G LIZ GLAZING TYPE (9g. Clow, etc.) /V /A 'ROJECT NAME DATE M I-' Ami S Or -r -/c os / 2 /28 l q3 r GROSS WALL AREA 131 ¢ METERDISPLAYDP PER - NIA GWA x oA 52 S, Co DP x e --- GREATER OF If dw PROPOSED PROPOSED WINDOW AREA Is R�3 Rem ewn he 52 MAXIMUM MAXIMUM ALLOWABLE ALLOWABLE WINDOW AREA WINDOW AREA, 0,64-0,8Z own go b anotthor 3 PROPOSED modiod. WINDOW AREA ATRIUM HEIGHT A/ A FT <6 IF>55� ALLOWED 9'. • .05 I ALLOWED % w.1 X — ALLOWED % GR. ROOF AREA OW. SKY. AREA If the ACTUAL SKYLIGHT AREA Is greater than the ALLOWED SKYLIGHT AREA, Mwn go to another method. ACTUAL SKY. AR ,OPAQUE PROPOSED MIN. ALLOWED R�3 R/� � 3 S wrNdou� i O '12 3, 5 5, 5 0,64-0,8Z 0,7 0,88 3,5 ASSEMBLY NAME TYPE HEAT 0,88 ORIENTATION (GS Wall- 1, Fim-1) (eg. Roof, Watt, Frame) CAPACITY ALLOW. WALL, it WA" 0-4 J oo 0-4 RSHG ht' El El 2 El 10 0,5-1 • For each assembly type, meet ft minimum insulation R -value or Ow maximum assembly U -value. INSULATION R -VALUE' PROPOSED MIN. ALLOWED R�3 R/� � 3 S wrNdou� i O '12 3, 5 5, 5 0,64-0,8Z 0,7 ASSEMBLY U -VALUE* PROPOSED TABLE VALUES MAX. ALLOWED Y N W N�/NOIDu! I S wrNdou� i O '12 3, 5 5, 5 0,64-0,8Z 0,7 0,88 3,5 5, 5 U -VALUE ee ALLOW. Wt/N,Ot7k1 'I � W N�/NOIDu! I S wrNdou� i O '12 3, 5 5, 5 0,64-0,8Z 0,7 0,88 3,5 5, 5 (04 0,55 0,¢6 0,88 ORIENTATION 5, 5 NOF 0 � 4 3 ALLOW. N E S W PANES RSHG ht' 2 0,5-1 ❑❑N❑ 2 0,57 01:101:1 U -VALUE WINDOW NAME (og. Wk�dow-1,1lndow-2) ALLOW. Wt/N,Ot7k1 'I � W N�/NOIDu! I S wrNdou� i O '12 3, 5 U -VALUE PROP. ALLOW. Oslo(; 0,72 0.�6 0,72 O, co fo O '12 3, 5 5, 5 PROPOSED RSHO SC OVERHANG pgpp, RSHG H V HN OHF o.s 3, 5 5, 5 0,64-0,8Z 0,7 0,88 3,5 5, 5 (04 0,55 0,¢6 0,88 3, 5 5, 5 0, 0, 4s] 0 � 4 3 PROJECT NAMED G i7 Amis O/oicG6c GENERAL.. DATE F PLANS 2 23 qZ - /2 28 r- EJECT ADDRESS So u TN OAtE LA/, C041coi CA BUILDING TYPE . � 6u,Id" Fan,R. PRINCIPAL DESIGNER - MECHANICAL TELEPHONE ODE 7 6. TON A/4GytT GT 343- 80 38 ADDITION MENTATION AUTHOR TELEPHONE Chocked by/Date O% T0. HeAro/v .44cw TEGT 34-3. 8038 . tiI«o "Wa A► y COMPLIANCE�STATENIENT OF This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the Callomia Code of Regulations. This certificate applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents Is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical re-luirements container: In sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Piease check one: P1 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer, mechanical engineer, or architect. F] I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. F] 1 affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason! PRINCIPAL MECHANICAL DESIGNER - NAME SIG UC. NO. DATE A040,AT 4 rOA) C• 1Q 2 /ZlzB 43 Indicate location on plans of Note Block for Mandatory Measures I M _ / 4 A - Z . I For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. MECH-1: Required on plans for all submittals. Parts 2 b 3 may be incorporated in schedules on plans. MECH-2: Required for all submittals; choose appropriate version depending on method of mechanical compliance. MECH-3 and MECH-4: Required for all submittals. Nonros/dontW Compliance Form December 1991 GENERAL.. DATE F PLANS 2 23 qZ - /2 28 BUILDING CONDITIONED FLOOR AREA 93 290 6Q'Fr- BUILDING TYPE NONRESIDENTIAL � HIGH RISE RESIDENTIAL � HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION [j ADDITION ALTERATION METHOD OF MECHANICAL COMPLIANCE PRESCRIPTIVE PERFORMANCE PROOF OF ENVELOPE COMPLIANCE El PREVIOUS ENVELOPE PERMIT ENVELOPE COMPLIANCE ATTACHED COMPLIANCE�STATENIENT OF This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the Callomia Code of Regulations. This certificate applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents Is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical re-luirements container: In sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Piease check one: P1 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer, mechanical engineer, or architect. F] I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. F] 1 affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason! PRINCIPAL MECHANICAL DESIGNER - NAME SIG UC. NO. DATE A040,AT 4 rOA) C• 1Q 2 /ZlzB 43 Indicate location on plans of Note Block for Mandatory Measures I M _ / 4 A - Z . I For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. MECH-1: Required on plans for all submittals. Parts 2 b 3 may be incorporated in schedules on plans. MECH-2: Required for all submittals; choose appropriate version depending on method of mechanical compliance. MECH-3 and MECH-4: Required for all submittals. Nonros/dontW Compliance Form December 1991 PROJECT NAME DATE /S CES �a 28 q3 SYSTEM NAME TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? VEOLATION OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE OUTDOOR AIR CFM HEATING EQUIP. TYPE HIGH EFFIC.? MAKE AND MODEL NUMBER COOLING EQUIP. TYPE HIGH EFFIC.? MAKE AND MODEL NUMBER MECHANICAL SYSTEMS I-IVA a i :1 J1 5 B 1 N /A N O N/A N Y M: Manual Timer CAG NAA, D: Demand Control 4;�'P, aw sPAYN N ;0687AN7.04Z D60 ELEC, Lave, I Al S87 Zo4-z0 I SUM IAtfLts: tmer coos Trom tame Detow into caumns above. I HEAT PUMP THERMOSTAT? Y: Yes N: No ELECTRIC HEAT? VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEATICOOL? HEAT AND COOL SUPPLY RESET? H k EFFICIENCY? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL S: Prog. Switch H: Heating Enter number of I: Inlet Vanes O: Occupancy Sensor C: Cooling Isolation Zones. P: Variable Pitch M: Manual Timer B: Both V: VFD D: Demand Control O: Other VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM B: Air Balance A: Aub A: Air Enter Outdoor Air C: Outside Air Cert. G: Gravity W: Water CFM. M: Out. Air Measure N: Not Required Nob: This Ghali be no D: Demand Control less than Column O on N: Natural MECH-1. PROJECT NAME DATE 'MCs -Of C,16.; ss 93 SYSTEM NAME A/ VA C DUCT TYPE (Sup* Realm. etc.) 1A DUCT LOCATION (Roof, Plenum, etc.) Arr,C DUCT TAPE ALLOWED71 L!j—Nj CK ❑ DEI ❑❑ El n ❑❑ ❑❑ n Fl ❑❑ El 1:1 ❑❑ DUCT DMILATION R -VALUE CE'RTIFICATE OF COMPLIANCE Part 3 of 3 MECH-1 PROJECT NAME DATE 'MCs -Of C,16.; ss 93 SYSTEM NAME A/ VA C DUCT TYPE (Sup* Realm. etc.) 1A DUCT LOCATION (Roof, Plenum, etc.) Arr,C DUCT TAPE ALLOWED71 L!j—Nj CK ❑ DEI ❑❑ El n ❑❑ ❑❑ n Fl ❑❑ El 1:1 ❑❑ DUCT DMILATION R -VALUE PROJECT NAME DATE 1 `MCA I S 0 lGES /2IZ8A SYSTEM NAME FLOOR AREA NOTE: Provide one copy of tt>Is form for each mechairical system when using the Prescriptive Approach. 1. DESIGN CONDITIONS: j - OUTDOOR, DRY BULB TEMPERATURE - OUTDOOR, WET BULB TEMPERATURE - INDOOR, DRY BULB TEMPERATURE 2. SIZING: - VENTILATION LOAD -.ENVELOPE LOAD - LIGHTING -PEOPLE - MISC. EQUIPMENT - OTHER - OTHER 3. SELECTION: 3 0 . TOTAL CFM (From MECH-4 COOLING HEATING l0,5- ° 2 8 7r 7Co° L cob" 111-48 /S 8¢- / 3112 / 8, to A- 115 WATTS / SF /,'14- •9¢F Ima #OF PEOPLE (From MECH4) : / `� 7.3 WATTS / SF -e- WlWh.� /d over toss i)'83 3 5% 1NF/Z�lunoAl I, 92 I (Describe) TOTALS K 41 o2 I 3 0 -i --- Z A. SAFETYIWARMUP FACTOR 1,21 4, 3 S. MAXIMUM ADJUSTED LOAD (Totals from above X Safety/Warmup Factor) 5 2�v 55. S C. INSTALLED EQUIPMENT CAPACITY /�, r C r o IF UNE 3C IS GREATER THAN UNE 3B, EXPLAIN , //h KBW / Hr KBtu / Hr ❑A FAN DESCRIPTIO IVIA L 2 91 © 10 10 OTE: Inducli only fan systems excaading 25 HP (see §144). TOW Fin iYiblPower Demamay not exc*W 0.6 Watts/CFM for oonatantvolunwr nd systems or 1.25 Watts/CFM for VAV systems. Ifl 0 TOTALS TOTAL FAN SYSTEM POWER DEMAND, I ' WATTS / CFM ' Col. F / Col. G [NonresklenbW Odmpftw Form Deownber 1991 EFFICIENCY Ima Dim WlWh.� WE OTE: Inducli only fan systems excaading 25 HP (see §144). TOW Fin iYiblPower Demamay not exc*W 0.6 Watts/CFM for oonatantvolunwr nd systems or 1.25 Watts/CFM for VAV systems. Ifl 0 TOTALS TOTAL FAN SYSTEM POWER DEMAND, I ' WATTS / CFM ' Col. F / Col. G [NonresklenbW Odmpftw Form Deownber 1991 MECHANICAL ECa!UIPMENi SUMMARY MECH-3 CT NAN l� Amis DfrcesJDATE/2a /9 (EATING E SYSTEM MAKE AND NAME MODEL KVAG .l 7Aiuzo42o1` DESIGN CFM 14-8o DESIGN OUTPUT (BTU / HR) 4-L, DOo RATED EFFICIENCY UNITS ALLOWED PROPOSED RATED EFFICIENCY UNITS ALLOWED PROPOSED AfV 6 7 8 a/. 78 5 4 R t.. NonrosidandW O mplWw Foam Deoamber 1991 NOTE: PmvkM one copy of Offs form lex each mocher" system. -- - � FE -1 a a o OCCUPANCY My* 1 �Fm�� NO. OF PEOPLE MIN. CFM E X t5 2 �o 2 30 2 30 lx2 /80 min yam dam �mm �ml �� FE -1 a a o OCCUPANCY BASIS NO. OF PEOPLE MIN. CFM E X t5 2 �o 2 30 2 30 lx2 /80 REO'D. O.A. (MAX. OF D OR F) 30 2� 3� 1 /S Ar 31 1 TOTALS (FOR MECH-2) 23 '355 �¢80 C Mb*m n Ventilation Rate per Section 2-5321, Table 2-53F. E Based on Expected Numbei of Occupants or at least 504V. of Chapter 33 UBC Occupant Density. H Muit be greater than or equal b 0, or use Transfer Ah. Own reheat or re000l Is used, I must be less than or equal to H X 0.3, or less than or equal to B X 0.4, or less than or equal to 300 CFM, whichwef Is larger. ;J• im(,bb less than or equal to I (If applicable), but no less than G. unless Transfer Air (K) u used. Or"Ier bian or Equal to (t3 - H), and, for VAV, greater than or equal to (G - J). a s� vv ml&"L LIM� -eDESIGN CFM MI_ _,_ min yam dam �mm �ml �� 1 TOTALS (FOR MECH-2) 23 '355 �¢80 C Mb*m n Ventilation Rate per Section 2-5321, Table 2-53F. E Based on Expected Numbei of Occupants or at least 504V. of Chapter 33 UBC Occupant Density. H Muit be greater than or equal b 0, or use Transfer Ah. Own reheat or re000l Is used, I must be less than or equal to H X 0.3, or less than or equal to B X 0.4, or less than or equal to 300 CFM, whichwef Is larger. ;J• im(,bb less than or equal to I (If applicable), but no less than G. unless Transfer Air (K) u used. Or"Ier bian or Equal to (t3 - H), and, for VAV, greater than or equal to (G - J). a s� PROJECT NAME M0 Am/ D cES DATE iz zsa/g3 "'-')IECT ADDRESS Ov Ttl &A rE Liv. Cglco CA • BUILDING CONDITIONED FLOOR AREA ° Wkft Permit Ir PRINCIPAL DESIGNER - GHTING TELEPHONE /2110 SQ, Fr. 60-3 a CN6&Ad by/DaW.. DOCUMENTATION AUTHOR O .6lgiFArotj TGC TELEPHONE .343-803.6 GENERAL .. , DATE P NS BUILDING CONDITIONED FLOOR AREA /Z 29 q3 /2110 SQ, Fr. BthLDMIG TYPE ® NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEWOTEL GUEST ROOM PHASE OF CONSTRUCTION ® NEW CONSTRUCTION ADDITION ALTERATION METHOD OF LIGHTING COMPLETE BUILDING ❑ AREA CATEGORY TAILORED PERFORMANCE COMPLIANCE COMPLIANCESTATEMENT OF This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, . Parts i and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The Principal Lighting Designer hereby certifies that the proposed building design repreresented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in sections 110, 119, 130 through 132, and 146 or 149. '",ase check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer, electrical engineer or architect. F] I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. F] I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason: NCIPAL LIGHTING DESIGNER - NAME SI A ILIC.NO. DATE PRI Obi �v, r Ag C. LIGHTING MANDATORY MEASURES Indic . e - Indicate location on plans of Note Block for Mandatory Measures SASET A10, E / For detallad Instructions on thb use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential' Manual published by the California Energy Commission. TO -1: R*quired on plans for all submittals. Part 2 may be incorporated in schedules on plans. tTa4 , Required for all submittals. ' L'TO-3:' dptlohal. Use only N lighting control credits are taken. LTO -4: Optional, Use only if Tailored Method is used. Parts 2 and 3 used only if applicable. INonm&Wnlld C+ompUenos Foran Deowl*a 1991 k'TII-ICATE OF COMPLIANCE - Lighting PROJECT NAMEc DATE Z ,-MAmls 06alcz- 2 8 3 cmi,*m LOCATION ins Aftfolm6mg Cokl*OL LOCATION (A606 0 of bwg. 4-1 CONTROL 160i"FICATION! ti ------- ..... CONTROL IDENTIFICATION CONTROL TYPE (Auto The Switch, Exterior, 9 OUAL SW17 14WAIIfo T.4tr CONTROL TYPE ipant Daylight Dimming, SPACE CONTROLLED 144414 NOTE Tr FIELD LUMINAIRES CONTROLLED NOT .. TYPE # OF LUMIN. FIE °0 wad SOUWwcb Ie UWWUoN ( uru xlndwoo woal jo V-011 ujojj) : l311VM a3M011V 1V101 30NVWklO�kl3d p a3dOliV1. E . f •-T � i•. h''�::i:(%isi'j'isi�:::>::•'��<:`jii�j:::�i:C:j:±ii:ti:<:iiii$'�'<C�ii:.C?i::i:'sjt:>%::`r:�i:::?^'::>:i::{:i'<^i?:>�:::,'.}}:�:': iiii:t�?j?:iii:: i::;i:;:;?}:i:<i::i!i�:�>::' SUM V3Ely Slvl01 SLLVM US) JS U3d a3MOTly V3UV SLLVM (NES -L el9ul U)OJJ) Aa01D31V0 V3UV .. tilt. •.t..K /1!F. Ate: '•:. - :\�!J (pc)qlaVj aLlo aSOOqZ))d3tvWd t Z SLLyM wnlOv a3LSnrav uopquetunoop Ouivoddm "wid ftmO 'wwA unsJea 030 ow &w Wu N . ®6-011 Wow SLLVM .L 20.0 l0!l1N00 002 30Vd NOIlvnNI1N00 WOUJ 1v101anS sold 30Vd sim now w.Loians ❑ ❑ ❑❑ 1:1 El ❑❑ p� ❑ ®❑ .N A o CPL (Iam &jpnpW) 3UIVNIWnl Had SLLVM llnvao 030 g S3NIVNIWni :jo d3awnN ►-� 9 n 9 n "O"luos3a 4. JOB M "-AA4l S ROBERT B. HEATON, ARCHITECT 113 . 2044 Palm Avenue SHEET NO. OF CHICO, CALIFORNIA 95926 CALCULATED B DATE I( Z s- (916) 343-8038 CHECKED BY n DATE SCALE J / `/�� N*w 7011 Inc Orta Wu 01411 '- Isc, L LL T-L- wjJ G �/�.s-✓ b S Vea C, 4-i on, s ;aZq r�� • Sv �S b 2 Z r' 99' a I = S'I s2' -i► coy I S b� " = av Ix 1 l 1", S.. ------------------------------------------- REV 1-23-92 WALL FRAMING DESCRIPTION )?TYPICAL WALL FRAMING ----=-----------------------------DATA--------------------- HEIGHT (L) ? 9,000 FEET SPACING ! ,00. N DI IN (WALL WIDTH? D2 1,5100 IN (STUD WIDTH? t,e 1.000 . KeL/D1 ? 30,857 J 1.000 ----------------------------------LOADING------------------------ W AXIAL ? .750 KIPS/FT LDF ? 1.250 W AXIAL TRIP :> 1.000 KIPS/STUD ADJUSTED W AXIAL :? .800 KIPS/STUD(ADJUSTED FOR LDF? W LATERAL > .0132 KSF LDF ? 1.330 W LATERAL TRIP ? .6176 KLF ADJUSTED W % .0132 KLF :.ADJUSTED FOR LDF? --------------------------LUMBER DESIGN VALUES -------------------------- BASE VALUES SPECIESGRa Fb Ft Fv Fcl Fcfl E DFL Nn2 875 575 95 625 1306 1600000 NOMINAL WIDTH ? 2 INCHES NOMINAL DEPTH > 4 INCHES REPETITIVE (Y!N)? ? Y SIZE FACTOR Cf (APPLIED TO Fb) > 1.500 SIZE FACTOR Cf (APPLIED TO Ft) ? 1.500 SIZE FACTOR Cf (APPLIED TO Fca) 1.150 REPETITIVE MEMBER FACTOR Cr ? 1.150 ADJUSTED VALUES SPECIES GRADE Fb Ft Fv Fcl FcD E DFL NO2 1509.38 062.50 95.00 625.00 1495,00 1600000 --------------------------------SUMMARY--------------------------------- AXIAL STRESSES K ? 21.951 F'c ALLOW ? 504.115 PSI (F'c=(0.30ME)/(Le/D)"2? fc ACTUAL ? 190.476 PSI FLEXURAL STRESSES M 1.61 FT -KIPS (M=W$L''2/8? S ? 3.06 IN -3 (S=1)211)1.,24,. F'b ALLOW ? 1509.38 PSI Fb ACTUAL ;> 525.00 PSI (.Fb=M/S? INTERACTION .(fc/F'c)+(Fb/F'b-Jfci .?` 176 ( 1.000 (OK? o MTN W41WL� fufyl�W U dui "i>uiv 0 e 0 y bj( i -------------------------------------------------------------------------- REV 4-3-92 LATERAL DESIGN DATA 11/ 6/92 ------------------------------------------------------------------------- DESCRIPTION » McAMIS p(KSF) DIRECTION WALL CORNERS 2.00 .0203 -------------------------------GENERAL DATA ------------------------------ E-XPOSURE B Ce > .62 EAVES.OR RAKES HEI6HT EXP. D EXP. C EXP, B .0285 UPWARD 15.00 1..39 1.06 .62 BASIC WIND SPEED > 80.00 qs > 16.40 IMPORTANCE FACTOR > 1.00 CORNERS METHOD 1.00 NORMAL FORCE METHOD .0305 ROOF PITCH :` 5.00 IN 12 EAVES OR RAKES.WITHOUT OVERHANGS 0 :> 22.62 DEGREES p=CefCg1as1I AWAY FROM BUILDING CORNERS AND PRIMARY FRAMES AND SYSTEMS DESCRIPTION ------------------------------------------------------------------------- Co. O K SF) DIRECTION WALLS WINDWARD WALLS .80 .0081 INWARD LEEWARD WALLS .50 TOTAL WALL ;OOUTWARQ 01.D2 ROOFS: WIND PERPENDICULAR TO RIDGE LEEWARD OR FLAT ROOF .70 .0071 OUTWARD WINDWARD ROOF SLOPE 2:12 TO LESS THAN 9:12 .90 .0092 OUTWARD OR SLOPE 2:12 TO LESS THAN 9:12 .30 'O INWARD ROOF TOTAL 0102 WIND PARALLEL TO RIDGE AND FLAT ROOFS .70 .0071 OUTWARD ELEMENTS AND COMPONENTS DESCRIPTION ------------------------------------------------------------------------- Cq p(KSF) DIRECTION WALL ELEMENTS ALL STRUCTURES 1.20 .0122 INWARD ENCLOSED STRUCTURES 1.10 .0112 OUTWARD OPEN STRUCTURES. 1.60 .0163 OUTWARD - PARAPETS 1.30 .0132 INWARD/OUTWARD ROOF ELEMENTS ENCLOSED STRUCTURES SLOPE LESS THAN 9;12 1.10 .0112 OUTWARD OPEN STRUCTURES SLOPE LESS THAN 9:12 1.60 ,0163 OUTWARD LOCAL AREAS AT DISCONTINUITIES DESCRIPTION. ------7------------------7----------------------------------------------- Cq p(KSF) DIRECTION WALL CORNERS 2.00 .0203 OUTWARD CANOPIES OR OVERHANGS AT EAVES.OR RAKES 2.80 .0285 UPWARD ROOF RIDGES AT ENDS OF BUILDINGS OR EAVES AND ROOF EDGES AT BUILDING CORNERS 3.00 .0305 UPWARD EAVES OR RAKES.WITHOUT OVERHANGS AWAY FROM BUILDING CORNERS AND RIDGES AWAY FROM ENDS OF BUILDING 2 b0 Q?D nPwaFn 9 J 22-141- SO SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS vi N Tr o � o7r -� V � 1W 1t + N I C� \ \ 22-141 50 SHEETS 22-142 100 SHEETS AMnsD 22-144 200 SHEETS - 1+ r v S - t+CHIZI O - � o G1 ' b v S a F Ni F ` oNA 22-141 50 SHEETS 22-142 100 SHEETS HMPAO 22-144 200 SHEETS L 6s _a 4 T VA 0 W Cl D VA 0 W Cl 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS 22-141 50 SHEETS 22-142 .100 SHEETS HMPAO 22-144 200 SHEETS ti w E 22-141 50 SHEETS 22-142 100 SHEETS AMPAD 22-144 200 SHEETS 13, n 0 n - fell V i n � oa Ul � o VA LUUMR ___ N N N coo to c c N av� AAA o+ra 0 a ®F t P z-3 I'c- s �435� 4-6 << - 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS -1- N 4t ------------------------------------------------------------------------ REV 4-5-91 COLLECTOR FORCES ------------------------------------------------------------------------ DESCRIPTION » LINE 1 » ---------------------------------SUMMARY-------------------------------- V1 > 2.000 KIPS V2 > KIPS LENGTH SUBJECT TO V1 > 43.000 FEET DIAPHRAGM SHEAR DUE TO V1 > .041 KIPS/FT LENGTH SUBJECT TO V2 > FEET DIAPHRAGM SHEAR DUE TO V2 > KIPS/FT SHEAR PER FOOT - SHEARWALLS (v) > .286 KIPS/FT <SHEARWALL v> SEGMENT W/O WALL OPNG V1 V2 FORCE 36.000 0 36.000 Y .000 1.000 W 1.000 Y -1.614 ------------------------------------------------------------------------ REV 4-5-92 COLLECTOR FORCES ------------------------------------------------------------------------ DESCRIPTION >>LINE 2 ---------------------------------SUMMARY-------------------------------- V1 > 1.910 KIPS V2 > KIPS LENGTH SUBJECT TO V1 > 43.500 FEET DIAPHRAGM SHEAR DUE TO V1 > .045 KIPS/FT LENGTH SUBJECT TO V2 > FEET DIAPHRAGM SHEAR DUE TO V2 > KIPS/FT SHEAR PER FOOT - SHEARWALLS (v) > .111 KIPS/FT <SHEARWALL v> SEGMENT W/O WALL OPNG V1 V2 FORCE 24.000 0 24.000 Y .000 11.500 W 11.500 Y -1.081 8.000 0 8.000 Y .362 ----------------------------------------------------------------------=- REV 4-5-92 COLLECTOR FORCES ------------------------------------------------------------------------ DESCRIPTION » LINE A ---------------------------------SUMMARY-------------------------------- V1 > 2.310 KIPS V2 > KIPS LENGTH SUBJECT TO V1 > 30.000 FEET DIAPHRAGM SHEAR DUE TO V1 > .011 KIPS/FT LENGTH SUBJECT TO V2 > FEET DIAPHRAGM SHEAR DUE TO V1 > KIPS/FT SHEAR PER FOOT - SHEARWALLS (v) > .111 KIPS/FT <SHEARWALL v> SEGMENT W/O WALL OPN6 V1 V2 FORCE 16.500 0 16.500 Y .000 13.500 W 13.500 Y -1.211 ------------------------------------------------------------------------ REV 4-5-91 COLLECTOR FORCES ---------------------------------------------------7-------------------- DESCRIPTION >>LINE B ---------------------------------SUMMARY-------------------------------- V1 > 2.100 KIPS V2 > KIPS LENGTH SUBJECT TO V1 > 29.150 FEET DIAPHRAGM SHEAR DUE TO V1 > .091 KIPS/FT LENGTH SUBJECT TO V2 > FEET DIAPHRAGM SHEAR DUE TO V2 > KIPS/FT SHEAR PER FOOT - SHEARWALLS (v) > .245 KIPS/FT <SHEARWALL v> SEGMENT W/0 WALL OPN6 V1 V2 FORCE 2.500 W 2.500 Y .000 4.000 0 4.000 Y .381 3.500 W 6.500 0 3.500 6.500 Y Y .024 .565 2.500 W 2.500 Y -.025 8.250 0 8.250 Y .362 2.500 W 2.500 Y -.381 MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Propert Gypsum Bo rd 1st Layer 2nd Layer Walls 40zWff 7z_ O1L Ceilings l !l)zll� I COMMERCIAL 040-40-0-071 96-1945 MCAMIS, J.E. CONTR: SICKE, STEVE 3125 SOUTHGATE LN., CHICO NEW WAREHOUSE/COMM q, ro C-OL/t JOB FINALED (Date) Signature CERTIFICATE OF OCCUPANC rc"?:�Date) °•'',T .) Signature. V=OK O=Not OK = Not Applicable = Not Ready I COMMERCIAL Date UNDERFLO R Plans OK except #'s 1. Zoni g t*s- Report 2. Ftg ain;it -Ufer Ground.-Ftg. Depth 3. Hold ow -B Its -Straps -Embedment -Hair Pins 4. c te- ert-SP. insp.-Loc. 5. St ; Steel-Blockouts-Wrapped 6. Re f. Ste r d -Placement 7. Slab- Ste ed -Wire Mesh 8. -Stee 9. .W.V.; Fall -Fitting -Test -2 Way C/0 -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 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Hand icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Closeio Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 •Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation _ 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing-Su000rt Fix. ' (NOTE: An entry must be made each ti Date ; FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occuoancv me you visit the job site) 91 F COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 .County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 ERI o. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER o4o—on—m ZONING 12 BUILDING PERMIT OWNER J.E. MCAMIS TELEPHONE 891-5061 SO. FT. OCC. BUILDING VALUATION 2500 55,000 OWNERS MAILING ADDRESS COM OR'S NAME TELEPHONE CONTRACTORt.AAIUNG AD RESS j eZ� Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20,00 LENDER'S MAILING ADDRESS Permit Fee $ 437.00 ARCHITECT OR ENGINEER LICENSE NO. Pian Checking Fee $ 284..05 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 3125 SOUTHGATE LANE PERMITFEE $ 741.05 PLUMBINGPERMIT Fling Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other WARFHOJJO)F, SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: WAREHOUSE FOR CONSTRUCTION MATERIAL Mobile Home SG W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service / OIIV OR LESS 200A OR LESS ) 23.00 Main Service ( 200A TO 10I0A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i ull orce and effect. / License Class Lic. No. 31 0 1 � � OWNER -BUILDER DECLARATION'R I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ( 8 ACC. ) s0. 3.5¢ Fr. CNS. MULTI-OUUTLETLEBLOS NEW CONST. ( T ) 4 NON-RESID. BRANCH CIRCUITS @7.50 30.00 ( 8 POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) 20 @ I.00 s'L S0 FIXED A LNS. OR EX. Occup. ( OUTLETS ES D.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 50.0 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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 worker ' compensation insurance rier and pplicy ppyym Qr are: Carrier �V'how�- (.��./}►'�l V(k l p% MECHANICAL PERMIT Filing Fee 20.0 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number IMobile (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall comply with those provisions. Date Applicant - ❑ Owner ❑ Contractor ❑ Agen An OSHA permit is required for excavations over 5'0" dee and demolition or constructions of structures over 3 stories in height. F� Home Installation Fee $ Energy Inspection Fee $ OCC CONST. E P / TOTAL FEE $ HA D. FEES I P FLOOD _ CDF PARCEL _ _ PD HD ISSUE This permit is he y issued under the applicable of the utte County Code and/or Resolutions Indic a ve f which fees have been By Date PERMITEXPIRESON � (D provisions to do work paid. �p 28 % G J e) Receipt No. 202374 13-04-P 0 a WHITE-D.D.S.-B.D. C ARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r l�t�.!•'ur*�ylv:«7�t"iey^"'rt"!Ci'.�'.'i�►Y�i�"�Xf'iM`�>,"i+i:117<<+{YKi�ttl�K^6',HJ'rk 4V�q{�'t'r✓� ■ w�y�'"yyS'gi""" ��XY7:.f",i.I��Y'ri�'(+w'�r�.+�.ri-`-� ��. �. . �, 'Y 1 . � • • . f iii ,: `7'Y +'_. 1 ear' P' N V. d� IF COUNTYOF BUTTE - DEPARTMENT OF D5-Qe-�PMENTSERVICES - BUILDING DIVISION / 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916)538-7,541 PERMIT APPLICATION DATASHEET OWNER 1 F G i�� 1 ! S �„�C.��.+S t r l t S t'rr A. P. No. C91t©- Proposed Building Use o ra•c3 v4w� Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... f Engineered plans and calcs, 3/4 sets, with wet signature on plans. ............. A A �►. .� i` Hazardous Material Form............................................�� 6. Energy Design Compliance and supporting documentation . ..................`r C 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... rgi 9. Mobilehomg,data and anufacturer's installation instructions, 2 sets. ... c 10. Fees of $ �CD �'.� O , . ............................ s3 �:/t} ' 11. Impact fees as shown on attached schedule... `... ( 5 o ............. �A. 12. C rnia Department of Forestry plan4pproval/fees. ....................... . 1 lood elevation letter (100 year flop )`by California Engineer ................. . 14. Sanitation and plot plan approval Health Department. 15. City of Chico plumbing permit. ..:................ ..................... 1, 16. Plot plan. and business license approval from City of Biggs/Gridley .............. Ski to y 17. Planning approval for (A) Use: 56 o &-, (B) Parking: 16'[< ti 18. Contact Land Development.a bout (A) Improvements (B) -Drainage. -IO/ flr!!n .../. &1-1Z PIA C Si":, 19. Driveway permit (construction approval required prior to occupancy). ..I` _ 20. Pre -inspection for P�nspedco - required. Ins . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification). .......... •... . 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _1).............- 24. Recorded copy of Agricultural Acknowledgement Statement . .................. _I 25. Letter of signature authorization . ........................................ 26. Copy, of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ................................... :...... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements:" .............. . 31. Existing violations/expired permits . ...................................... 32. PIcheck Inst. ri ......... . -� 33. ' Wim` ---a• ......................... : ..... . 34. When yoIssue the permit, process as follows: Mai t owner. Mail to contractor. Telephone WT- 4/6 and hold for pickup at c y office. Deliver with inspector. Other AV, IN Parcel CreatiQ,n r p. r � Acreage /� Applican - Date of 96 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted pfior to permit iss price: (Circle new item not checked above). 1. Index permit for above items No. -9J i1 MCI CI �! � 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail Cter,b _ Date Plans checked by Date �9ip Plans approved by Date - - Sets of plans on hold in File cabiriet AP folder Copy - Department of Public Works - E K QJSE ONLY Plot Plan Amchad Floor Plan Attiboo,i7 Sentto B.D. / Ip TO: Building Department r FROM: Environmental Health SUBJECT: Sanitation Clearance ff)II)61 1� . . , -< ��pj)no�,k / /7--,, Owner Location AP# Plan Approved for: 'Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other ;`»( r,;—)�IA Ir\1 A C, k rr,CA Hold final for: Final clearance O.K. for: NOTE: A-bli hitk 2's JL4 Health Specialist Date 8/92 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 • - f OWNER� � L his ���� s � � � :. '- ,. • ��,r::. -,; ` F - %•7 A' r� es } ` # m4+D=(two - 07/. PROPOSED BUILDING USE _ r DATE MEC • � - - a r. •t .�:rG� ./�`�-�k.-`x.-{,R<L� t [ j!� �l� -..��� �.``., J _ M •_ i,L.._ »+•._- �_.` •_. . SCHOOL DISTRICT FEES . �`► g. ,;- '(paid at District Office) P..}' , t,t wY', i. x. t• �i ;j `-� [ t 5 � � t.7 ;7777777- 7' SHERIFF FEES (paid at Budding Diyision)� s 'Residential 4; ; ax; 3,� _K� . , i r f 7 �u` 4 ,�J :a a ` r'• �� i �C •t 4�•tiWj i �t ti`2 ;,! i� Yiitt iF�Q. ( aLilw .F r - rF "• V v' 3 J t. T'ri _r / � »r Rr.}tea ?hN7�'•� �.� `� ; C, Commercial (sq.ft) ' ` i U1tBAN AREA` FEES , - t '1 � r , � e i.,SF.S..,C � ..µ,F.,� _ �� � l..'D` ^�yt Y�. wJ •.y •+; a,f r (paid it Building Division) ;Residential (per unit): t= #units In Commercial (Sq.ft.). aC 1 Sq. ft. amt: 4 '� CREATION DISTRICT FEES �, . _-- _... �_ � � . • • ' THERMALITO DRAIN �S: AGE DISTRICT'.FEES; .$400.00 .(paid at Building Division), L 6: tSRA FIRE INSPECTI y - ON�AND PLAN CHECg; x$89.00; _(paid at Building Division) TENDER FEES"' '% (BATTALION # ;$200.00 (paid at Building Division) 4, ` 87 TRAFFIC FEE $2500 00 (paid at Building Division i-A � .. prJ ♦ . ♦ Ir+�' t r 4 �5'+r 4 r M:J ' t'..�' r f .. -. ""�'- _ .,•..-. .� w At,time,of pe`r'miirapplicad' I wast*advised t6' above fees are`;;q,., Iw - Y 4 redthe ;paid pnorf�to Issuancerof .the } r l -/ � •� .. i r* �,* �ti• (•�•` h't!'r tit r4'�F�� .Y-�• t,(i�' Y ., �j, - � y .r -' L „ _r ,DATE ' -�. ' i . - f i � , �. � Y t;rr C=� c4'•tjr •St- � i � J � 3 , r � J .. , i yt (t• r ;� �, '4.: � s S tt J-J� ✓ � �� � a•.�+ (+{t,�.:.� a'� . _ ` , Uiy ..' s 4y w3,.. � r �y `ti j ij x. .. . i :4 ` • ',. '=S. LJy� .. a fb ��Y.L 4 `,{ (J - - .. wJ�..• - t. ..,: i �'._ _. .al;r � !ti �! ri. •� :`�(.. ^t !f"..T ._ Y.J _ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District 011_7 Building Department No. A.P. Number 4y"440o npF} 1 Jurisdiction: City [ County Property Owner Property Location/Address 31a5 Subdivison .Residential Development Commercial/Industrial Lot No. 0 Sq. Footage No. of Living MHI Addition (Group R) Units Sq. Footage o< 57D C� Q New Addition (Including Exterior Roofed Areas) Building DeppAment Representative oor Plans reviewed by School District Personnel) S Date District Identification No. School District certifies that ' (Applicant) . (Street Address) (Phone Number) ' �L0*,0-7) 0a 2Sri- (City) �/(State) (Zip Code) has complied with the requirements of Resolution No. llJ� �f� by payment of $--- r.;presenting.,square feet. Representative Paid by Check #- Bank Number Paid by Cash Remarks: / FF B 2926 $ ULL MITIGATION $ F+ /♦✓ -�f . 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 (CEOA), 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.wk1 (11/94)dmm V DANIEL J. DOBBIE Professional Engineer 26 Mayfair Drive Chico, CA 95973 Telephone /Fax (916) 345-4743 October 22, 1996 Job No. 96028 County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Re: Metal Building for John McAmis Industries, Permit #96-1945 Dear Building Official, Having designed the foundations for this project, I have been requested by the contractor, Steve Sicke, to review provisions for a double pour system. I have indicated to him that dowels shall be required across the cold joints where they occur. One #4 dowel at 24" on center with two 12" legs as shown in Figure 1 shall be sufficient. Sincerely Yours, Daniel J. Dobbie C42028 c.c. Steve Sicke #4 DOWEL c@ 24" o.c. W/ 2 - 12" LEGS 3" I COLD JOINT �- CONT. FOOTING AT PERIMETER Figure 1 BUILD NG Dr -PT SEP U 5 T40ib BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER __2. _ 4�..-- APN. 040-400-071 Firm Name J. E • M ---IIS, INC. Address 3125 SOUTHGATE LANEr_CHICOL CA 9592$ Nature of Business Business Office - Construction Contractor Contact Person John I-bAmis • Phone # (916) 891-5061 1. Does your business or that of your tennants handle, store, or transport hazardous materials? M NO C3 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 standard temperature 4 pressure), or formulation containing hazardous material? IN NO U YES 891-2727 If you answered YES to 1 or 2. contact the Butte County Environmemtal Health Department (916 -bmf 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 school site? M NO O YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? M NO 0 YES IF YES. contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative 9/3/96 `swnrrorir � rD:rci BCEHD BCAPCD Y The appficant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature _ _. Date _._. BCAPCD Signature Date wrrrTE • Bwrdrnp 0vur 0 vr1.l.0W • tnv. rQaW7 it YINX APGo O 00LVENA00 • ftry Dour. i ,d:E• NicAMIS C0 ry ®E INDUSTRIES SUILDJNr pep �� SEP 13 J.S. McAMIS, INC. Heavy Construction & Marine Contractors I 3125 South Gate Lane • Chico, CA 95928 (916)891-5061 FAX (916) 891-0904 September 18, 1996 I Department of Public Works 7 County Center Drive Oroville, CA 95965 Attention: Martha i RE: Proposed Storage Building - 3125 Southgate Lane Contractor,: Steve Sicke Dear Martha: Please be advised that we will not store vehicles in the proposed storage building. Thank you for your attention to this matter. Sincerely, hn E. MCAmiS, Owner I JEM:pkg ' } `f r i AND C 111ATUQAi VV EA•! TN Ar1D 3 BUILDING DIVISION J.E. McAmis Industries DEPARTMENT OF DEVELOPMENT SERVICES c/o Steve Sicke 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 31 Gardenia Lane TELEPHONE: 1916) 538-7541 FAX: (916) 538-2140 Chico, CA 95928 Re: Warehouse A.P. No. 040-400-071 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans �(] Other: SPEC I N .- �- ►� S�'�c l Z ori Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as requested [x] Resubmit calculations with revisions as requested [x] Return originally submitted material. Date: 9/17/96 Permit #96-1945 Tv Lt cE�— Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:00 PM. S George R. Kellogg Plan Check Engine cc: J.E. M Amis Industries 3125 Southgate Lane Chico, CA �n PLAN CHECK LIST Permit Applicant: J.E. McAmis Industries Date: 9/17/96 Permit ##96-1945 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: �10 r 2- A County soils map shows that the area of the proposed project as having soils with expansion potential. Verify whether or not site soils have significant expansion potential. Provide description of the soil. �2. The owner is to provide written confirmation that vehicles will not be stored in the proposed building. �3'a' Special inspection is required as indicated on the attached Special Inspection Policy sheet.. AJ ®4?O" Meet the requirements of Section 2202.2 of the UBC for steel furnished for structural load -carrying purposes. /% 5.Provide all remaining information and requirements indicated on the data sheet. a) Remaining Fees b) Planning Department Approval c) Land Development Approval ' ! A �i '1 �1 a_ J a l IM c A! .-1 A N 0 _ A BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 - TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 9/9/96 "= Re: B.P.#96-1945 A.P.# 040-400-071 With reference to the above subject,'attached is: [X ] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X) Comply With Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN CHECKER STEVE SICKE Permit Applicant: Permit Number: 96-1945 Assessor Parcel Number: 040-400-071 Date: -9/9/96 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: PROVIDE CONSTRUCTION DETAIL OF REQUIRED FIREWALLS (2 SIDES). CLEARLY DETAIL*WHERE THEY OCCUR ON PLANS. j,Z PROVIDE ELEVATION VIEWS OF THIS BUILDING. .� IS THERE TO BE STORAGE OF VEHICLES IN THIS BUILDING? A PROVIDE CODE ANALYSIS. 5. PROVIDE ALL ITEMS REQUESTED ON PERMIT APPLICATION DATA SHEET. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. MARTHA WHITNEY - PLAN CHECKER CC: DANIEL J. DOBBIE 20 MAY FIAR DR nvrnn i,. nr. — COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1 . ,.., _ Dae - c7' Inspector REV 10/92 CORRECTION NOTICE ER 1.0� PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 0 — - -- — S I�1 Date LZJWInspector i~ REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE ER 1.0� PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 0 — - -- — S I�1 Date LZJWInspector i~ REV 10/92 De c. 16 '96 13:26 �.[.J L):� Materials Engineering Testina and KON ICA FAX 720 ' " P., 1 I Inspection, FAX TRANSMITTAL COVER MEET Crone Certification 5050 Cohasset Road 4 Chico. CA 1 DATE: ATTN: Oa Ve- c5sr7 e !� t F FROM: APPLIED TESTING CONSULTANTS TECH: 'SeA+-s f Number of pages including cover:,_ Remarks: W. TIME: FAX # FAX # PH. # 1 If transmittel is not clear please call (916) 891-6625. In case of transmittal recieved ty unauthorized parties, please forward to company and fax # listed above. (916) 891.6625 f f ~"�- �--• _ � .� . �, � � it OsT XA,; t O I MON r - 01 Ll T33.ug RSVOO JAY IMI SKMT KM 1 t 3MIT 4 XAI 1 mj� -reear * XA� Ma -M ark %% .Hq , as:4t ae° at:�9a - r• � o Q 7 etahebM pnttaentpnl bnn pntheT nnti�O,s ®nOID nativyillhea O&M boos] lefaMOD A� .oSWa oso-3v dA 'ZA — ` :3TA0 -- TA :MOAq iovoq gnibulon{ ae 2eq to ledmuM mhsmos ,aeitisq beshoritusnu bbveiow isttimanst to easo ni .CSo',3-req (are) Ilso oessiq iselo fon ei lettimensit 11 .evods bolall * W bne Xnsgmoo of Omol eeseiq Dec.1E '9E 13:28 KON I C:A FAX 720' r's Daily Report �ROJEar: J.E. McAmis Industries, 3125 Southgate Lane FILE NO] 96674 MSPECTOR: J. Sears W1;,4THER• Clear, Cool PAGE N : l of 1 DATE; 12-13--95 Arrived at the jobsite at 1120 hr. to provide torque testing Of high strength P. 1 5050 Cohaesot Road Chico, CA 95973 (916) 691.6625 bolts in the pre-engineered 50' x 50' Varco-Pruden steel buil ing at 3125 Southgate Lane in Chico, CA. The Building Permit for this pr ject is 96-1945 and the APN is 040-400-071. A total of 26 high strength (ASTI A325) bolts were used in a single rigid frame located at the center of the stricture. Ten bolts were installed in each haunch and six bolts were.installed in the ridge connection. All bolts had been tightened to an unknown torqu without using hardened washers beneath the nuts. Torque testing, using a c librated torque wrench, was not possible due to the lack of hardened steel washers. Consequently, each bolt was sequentially loosened and then br�ught to a snug tight condition prior to using, the AISC-approved "turn of nut' method to fully tension the bolts. Each bolt and nut was marked, together with the adjacent base metal, and then rotated 1/3 turn +/-30 degrees of rotati n past the snug tight condition. Following the tightening of each bolt, the correct degree of rotation was verified. Based on this sequence of tightening, it is our judgement that all high strength bolts installed in this structure have been tightened/tensioned in accordance with applicable requirementh of the AISC Manual of Steel Construction, row di _ awho*04. - • — �:cxij !��^�,aQ �tC10erL�rii � • E.: ; a�dJ . . arm pm+.dt (ale, MMU �.. 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CALIFORNIA 95928 0 TELEPHONE 916-895-1422 molls Rnclerson s molls CIVIL ENGINEERS May 19, 1992 Butte County Department of Public Works Building Department 7 County Center Drive Oroville, CA 95965 Attention:Mr. Jim Glander Chief Building Inspector Subject: Mr. John McAmis A.P. No. 40-40-71 Gentlemen: cc DFp UN T OF pVetic W RNA MQ y 2 Q 199 ,� 2 Please accept this letter as our response to the Butte County Building Department requirement that the 100 -year flood elevation be determined for the above - referenced project. The subject parcel is located on Southgate Lane east of State Highway 99 and approximately 1,400 feet north of Butte Creek. Butte Creek is the source of any potential flood hazard for the subject parcel. We have reviewed data from a copy of the modified Hec-2 computer model for Butte Creek that the Federal Emergency Management Agency sent to Butte County Department of Public Works in November, 1989. Interpolation of the 100 -year water surface elevation between cross section 11 and cross section 12 indicates a 100 -year water surface elevation of approximately 220.0 feet (USGS Datum) at the subject site. Our site plan. for A.P. No. 40-40-71 indicates a minimum existing around elevation of 224.5 feet (USGS Datum), or 4.5 feet above the 100 -year water surface elevation. Any building constructed at or above the existing ground surface will be well above the 100 -year water surface elevation. A. -No. 4( \� OF CA If�ar'. BAN/cm Sincerely, lrT i LR TM ROLLS, ANDERSON & ROLLS _J A / Bruce A. Nash R.C.E. 33381 Registration Expires: 6/30/94 cc: Mr. John McAmis FILE CORY MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift. 4th Lift 5th Lift 6th Lift ELI FIRE WALLS 0 cupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls ceilin s OMM RCIA.., 40-40-71 MCAMIS, J.E. 3125 Southgate Ln, Chico ' handicap ramp for temp officeArvl trlr Iy23 -ter yyy3-92 JOB FINALED (Date) Signature CERTIFICATE OF OCCUPANCY ISSUED (Date) Signature V=OK O=Not OK - = Not Applicable = Not Ready COMMERCIAL Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.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 Date ---Card-B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Hand icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 •Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation _ 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H. V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearinq-Su000rt Fix. Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows (NOTE: An entry must be made each time you visit the job site) 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mach. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic 0 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg: Appliance -Fireplace. -Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date, Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of OccuDancv (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroviller California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 92-1424 ASSESSOR PARCEL NUMBER 040-400-071 ZONING M-2 BUILDING PER OWNER J.E. MCAMIS TELEPHONE 891-5061 SO. FT. OCC. BUILDING VALUATION 200 0 1400 OWNER'S MAILING ADDRESS 3097 SOUTHGATE LANE, CHICO, CA 95928 CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 28.50 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ 20.00 Ener Plan Checking Fee Energy 9 $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3125 SOUTHGATE LANE, CHICO Permit tee $ 63.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other COMMERCIAL OFFICE/MH SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New] Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: HANDICAPPED RAMP Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS Main service 200ATO1000A1 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 Of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑FIXED 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 CONST. DWELLING OCCUPM 3.64 sq.tl. OR ADDNS. ACC. BLDGS. // NEW CONSTF ULTI.OUTLET NO N.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS tr (SINGLE OUTLET CIR. ( EX. OCCUp\OUTLETS OR FIXTURES 20 76 ARPNS. Ex. OCCUp. OUTLETS IIRESID )REA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 9 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate 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. Contractor MECHANICAL PERMIT FiIingFee 1 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have r ad this application and state that the above information is correct. I agree to omply to all County Ordinances and State Laws relating to building constructi and hereby authorize representatives of the Countyot Butte to enter upon th above-mentioned property for inspection purposes. I al s agr a to ave demnify and keep harmless the County of Butte against all la iii 'es, j dg n s, costs, and expenses which ay in any way accrue agai st s Cou t I onsequence of the granting oft permit. X Dat ` "1 SignatAof Applicant — Owner Contractor ❑ Agent An OSpermit is required for excavations over 5'0" deep and demolition or construct- ion of cturesover 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEES 63.50 HAz — 0FEES IMP FLOOD CDF -- PARCEL X PD X SUE X This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do , work indic d for which fees have been paid. D T R OF PUBLIC WORKS By Date 7 Lp� PERMIT EX IRES Date 2^lO�Q3 Receipt No. 115829 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT ''. t. , COUNV 9E BUTTE. .� .� j .,;+ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE Z —v V 93 OWNER �f ` PERMIT NO. A routine inspection indicates that the foll lornn'g violations of Butte l County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. cu 2 p17 ! s ff ��R 7' c) yvo 41'4-1' 'eL 490 �" ./. 3 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,'CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET OWNER Proposed Building Permit No. A. P VO Building Inspector Date At time of permit application, I was advised.the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. 2.' Plot plans in duplicate/triplicate, signed by preparer of plans. /M ox (f-- 3 /Y1Al2 60V(Q,p rott V46 ompfete plans in duplicate/triplicate, signed by preparer of plans. - « Complete engineered plans and calcs, with wet signature on plans 5. Hazardous Material Form. S - 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and AC Buildings. - 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome installation data including manufacturer's installation instructions. 10. Fees of $ 11. Chico Urban Area fees paid. 12. Park fees paid. School Di ict fees paid. 1 Sanitation approval from 1 G Health Department. &-/oc-72, City of Chico plumbing permit. 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: 18. Improvements may be required. Contact Land Development Section of DPW. 19. Driveway permit (construction approval required prior to occupancy). ' 20. Pre -Inspection for required. 21. Contractor's license information (No., Name Style, Classification). 22. Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑). Or" pia 24. Recorded copy of Agricultural Acknowledgment Statement. 10 25. Letter of signature authorization. 26. -Lyw 121_C7W_M 27. When you issue the ermi proc ss as follows: Mail to own r. Mail to contractor. Telephon and hold for picku a offic Deliver w/inspector. Other �-f �'iffiQ WW S/249S I`100ud 14- �o Applicant Date / 9� "a -W (6414 in -9A - 49JA a ' GENERAL INFORMATION BUILDING DEPARTMENChico . . , , 496 1101-1-11-1I.Z�y"jn%,' Road Phone: 891-2751 Hours: 8:00 a.m. - 12:00 a.m. V Orovi I le 41 Paradise . v� 7 County Center Drive Phone: 538-7541 Hours: 8:00 a.m. - 5:00 p.m. 747 Elliott Road Phone: 872-6307 Hours: 8:00 a.m. - 12:00 a.m. HEALTH DEFARTMENT OFFICES Chico . . . . 1 _ III ldt Road Phone: 891-2727 Hours: 8:00 a.m. - 9:00 a.m. Orovi I le 7 County Center Drive Phone: 538-7281 Hours: 8:00 a.m. - 10:00 a.m. Paradise. . . 747 Elliott Road Phone: 872-6308 Hours: 8:00 a.m. - 9:00 a.m. PLANNING DEPARTMENT - 7 County Center Drive, Oroville - Phone: 538-7601 - Hours: 10:00 a.m. - 3:00 p.m. TO Buildina Department 7' FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Lo a ion A # Plan Approved for: Sewaqe Disposal Water Supply Hold final for: Water Supply Final clearance O.R. for: Water Supply Clearance for bedroom mobile home. OtherZ4��,4 -RA�P b NOTE * * * I c91 Tr. j �p n p )� Seni arian Date --.Jobf4o. 88l7!% Client —% #A//'%Gf�17/S �j4' ,`/ray y� � Rohs coyly y Job Name BUf�fNOO� E 13 & Rot EXO CML ENGINEERS CIVI �Q CHICO, CALIFORNIA Date �a-�/ 2�9Z Page of '% OF CALIFO� ...By 494ey %LEV/SE,p 7/3/ 92 A c c/v /J9:5/4�/ C2/TaF/L/"4 COUMY DEPARTAenr 1APPR1 Ov 7 � LA Y 7g z /Yo. z 7- 7 G0 /c�S Gl r 7?40C_E nld, 23-�3 Job No. 5515/70 -Client ✓C>HIV MciAMiS G� polls Job Name NA/V0/CAS AnC11--ISon & lolls CML ENGINEERS CHICO, CALIFORNIA Date. Page 2 ofd_ By 4c5A / 8 = ¢rr GO NNEG T ' To -5z H x BGOc/G Ta Vic, /E2 „X s •1 I J .on/ con/c/ZETE I P/E/Z, TYo T Y? moi`//'✓cGT i?� 4�X¢', yy/ 73 3/.� y �e Y' .oG YwG2�G J 7-0 / %/Z SGcPE f— e5,vA;, /w4 -/G NA•/L 5 � G' S/fr-rv� li=,qA M/n/G pL�/ I i I I = L"FVFG.. f�i / �.O�G✓ • Job No. 88/70 Client � / flits Job Name hjsfiyd�Cfs CG E SS ranc�Ll'son Dolls CML ENGINEERS CHICO, CALIFORNIA Date �9Z Page 3 of % By 8.4^1 �� ywoot� UN/ Po2M l�O -4.C) = /oa f'S, = (� 7--46L E X02 3/4" C-XTE2/d/ �G S��/a00 Sci�a?TEo /moo"o C. ; n Z - z G = /G - o, 07 " 2¢O Z¢o q 6 /743 EL /743 (/ /X iaG 1 v /t oAc. Job No. BSi70 Client ✓vyN Mc.4�/.� Job Name AGCE SS z� Bolls randcrrson s Rolls CML ENGINEERS CHICO, CALIFORNIA Date !o%Z9Z Page '`f of By BAS �'G dc32 To/S T jd 6 �B,ZS Sao z � a ,+/-1- V.46 6Z- C.--24-4> ^Ei4- /4-' d A14 /;C. = Opp' 44 5r��rn/ �rrvp 4 . /lod Nfr/G S Fp2 lv � api4i,/ Job No. �S/�� Client ��/ /`7G�/5 L� Ro115 Job Name rancicrson ,e,4M,o 6 Rolls CML ENGINEERS CHICO, CALIFORNIA Date ��/L�g� Pagers of 7 By Lo�1� Tb`'X moi" = (%ZJ(¢�(/'��'�/2l/�) = za7 i✓r or' 2 u x G" Z KE4c7-lcl-1 @ = viyo�2 2 yx G '� To 4UVC:7� 7Z-: Lo.4o Tv Z ' =- dlG /lo9Z Lg Tc.o o� 31/ PS/ GZs' OS/ aC �/� = 7C4,o 1s'/ /Z$o PS/ oA-- i f�2o�roE z "-� �'' .SvFvo�T ui✓a�rL z "-'�!o �' 7b Tam orc �p�r!�c-� !�? ^ro�v _ �F�/�✓lv = / z � o _ z¢o /s / L G zS �5/ 4 t Job No. Bg/ %d Client -��`/ /'i G��/� � 1� (dolls Job Name G'GC i randerson & Rolls CML ENGINEERS / CHICO, CALIFORNIA Date 4—;,Ll Z-/ 9Page of :2 By e 124 /Z- 4 L.47-,5r2,4L GO,4--Mice - .20 Gam/ Ti�BG.� nom, ,Z3- �> G/�I �lZ✓1� G!�/40 6E! tf�'G UE ro/I cr'E /lv /�rlL' = /dpi Gc's ,2Iq /G Gd,IIA45G T Tb °/, 1S 7 loa s/ r. z(5.zsj G/�I �lZ✓1� G!�/40 6E! tf�'G UE ro/I cr'E /lv /�rlL' = /dpi Gc's ,2Iq /G Gd,IIA45G T Tb °/, Job No. Client ,%O�`✓ /'Jc.a�y/ 5 " Rolls Job Name �f /O/G"�i� CGESS Rr?derSon & Rolls CML ENGINEERS CHICO, CALIFORNIA Date Page of i By 19,47"+/ --�z "X 4 ,,, S TS G0,4.0 ro AI = f G = (Sa )� ¢Z) 3 3d%::p r 7, /4lP SS Fs/ 2¢0 o� tSE TIAL t7 .� 3�92-1423 P,E:. E MCAMIS, J.E.` 3125 Southgate LN, Chlcu { utilities/trvl trlr for comm office •k J Signature J = OK4w , O.�; Mot OK Not Aea6ly' ble Mot (� = ot Rea��y Date UNDERFLOOR (Plans) OK except N's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main�-Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except ti's 16. Water Htr.: Vent -Access -Combustion Air -Baffle --------- --- -------------------------- 17. Water Pipe: Test & Anchor -Nail Protection ---- 18. D.W.V.: Test -Fittings & Anchor -Nail Protection ------------ ---------------- -- Shower Pan: Test, First Floor -Tub Access -----------20.-Test-Tub & Shower, -Second Floor -Tub Access ------------------ ----------------- -- - 21. Gas Pipe. Size & Anchors Date Card B-1 Date Card B-1 --------------------- ---------------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ti's 22. Fixture & Transformer Clearance -Ins. Protection -------------------- ----- ------- -------------------- ------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors - ------ --- - ------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled - ------- --------------------------- 25. Romex Installed Close to Edge of Studs & C.J. - ----------------------------------------------- 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuls in Kitchen & Conductor Size/GFI ----------------------------------------------- 28. Subfeed Wire Size r r ga. Cu or AI-A.C. Wire Size r / ga. Cu or AI ------------ ------- ----------------------------------- 29. Range Circ ! / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------ ------ - -------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect - ---------------- ------------------------------ -- 31. Equip Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light ------------------------------------------------ --33... Smoke Detector -------------------------- -- --- --- - ---------------------------------------------- Date -------------------------------- Date Card B-1Date Card B-1 --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ti's 34. A.C. Ducts Insulation & Support ---------------------------------------------------------------- --------- 35. Vent Fan: Exhaust above insulation - - - ---------------------------- _______ 36. Condensate Drain & OverflowSize & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet - -- ------ ------- --------------------------------------------------- 38. Attic Access & Platform if Furnance in Attic ------------------------------------------------------------------ ----------- Date Card B-1 Date Card B-1 ------------------------------------------------------------------------- ---------- Date Card B-1 Date Card B 1 Date FRAMING (Plans) OK except ti's 39. Sils. Proper Material & Anchors - - -- - - --------------------------------------------------------- - 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing - - - --------- -------------------------------- - - - - -- ------------- --- - --- 42. Draft Stop in Walls (rat proof) --------------------------------- -------------- --------------------------------- ------------- 43.- Fire -Stops: Furred Ceilings -Stairs -Chases -Tub --- ------- ----------------------------------------------- 44. Headers & Beam -Size & Bearing r. ,Ingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing _ 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer ------------- 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access -------------- 57. Glazing Area -Glass Protection -Skylights- Plastic 58. Shear Walls: -Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -------------- ------------------- Date Card B-1 Date _ Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ti's -------------- 61.- Ext.-- Steps -Door & Sidelight Protection -Landings ------ - 62. Smoke Detector ---------------------------- - 63. Furnace: Vents -Clearance -Comb. Ai -Connector- In Garage: Above Floor -Ducts -Met . Protection ----------------- ------------------ 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub ccess=Spa 66. Elec. Trim & Sub anel: Breaker Sizes & Labels -------------- __---- __---- 67. Stairs & Rails 68. Fireplace or Stove: Clearances -Hearth - - - - --- -- - -- ----- --------------------- 69. Elec. Outlets at Wood Panel: Int. & Ext. - --------------------- - -7 0. --------------------70. Kit Fixt_& Appliance: Grnd_Air Gap -Cooking Clearance .-71.--Elec. Outlets & Receptacles al -- Kit. Counter --------------------------------- - 72. -Garage -Fire Door: Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meeh. Protection 75. Plb. Elec. & Mech._Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ---------------------------------------------- 7;. Insulation -Foam -Looked in Attic ❑ Yes ------------------------------ ---------------------- - 78. -Guard -Rails & Deck -Co nst ruction- Post Caps -------------------------- -- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No ----------- -------------- ___-__.____81_._ Stucco: Brown -Finish 82. A.C. Unit: Disconnect Electrical, Plumbing -------------------------------------------- -- 83. Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing ------------------------ -- -- 85. Exterior Elec. Trim: G.F.I. Receptacle-Uncler9 round -- -- . -- .. - -- --- ----------------------- --- 86. Ventilation Throughout House -- ------------------------ -------------------- 87. Glass Protection ...... ---- ------------ -------------- -------------- 88. Corrections from Previous Inspections ----- ----------------------------------------------------- 89. Gas Test -Meters Tagged: Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval ------------------------------------------ -- 91. Energy Compliance Certificate -Other Certificates ---------------------------------------------------- Date Card B-1 Date Card B-1 ------------------------------------------------ - ----- Date Card 8-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J=OK • O= Not OK = Not Readyable MOBILE HOMES Date MOPILE HOME UTILITIES (Plans) OK except n's oning Requirements -Setbacks -Easements ils; Special MFT Support Sketch Sewer; Location -Test -Fall -C/O Concrete Water; Location -Test -Easement Needed (Sketch) Electricity; Location-Clearences-Grnd-4*Amp-Concrete 14;.11)cation -Test-Wrap: / /"L"ft. / /"Nat. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect t8 Utility Clearance Date Card B-1 3-k Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS - Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except It's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses (� 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings I 1 Date Card B-1 Date Card B-1 II Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except ft's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater f 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. -.o Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (9161 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE' ;a y OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, - please contact this office immediately. 9 Date �Z Inspector REV 11/91 a, COUNTY OF BUTTE -' DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE . l OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pleas contact this office immediately. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7>✓ounty Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 92-1423 ASSESSOR PARCEL NUMBER 40-40-71 ZONING M2 BUILDING PERMIT OWNER J.E. Mlckais J.E. TELEPHONE 891-5061 FT. OCC. BUILDING VALUATION OWN R'S MAILING ADDRESS 311 Southgate Ln, Chico CONTRACTOR'S NAME unknown TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN C Total Valuation $ Filing Fee $ 0 - LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 20.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3125 Southgate Ln, Chico Permit fee $ 20.00 PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome® Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I )S I G JIMI i@ 15-001 30,00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ff Installation ❑ Other ❑ Describe work: nor Const_ commee-cim- morali�E Permit Fee $ 45.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 18.50 Main service 200A TO 1000A) I 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. 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) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP.EI\ 3.64 q.ft. ACDNS, l ACC, BLDGS. NEW CONSTOR NON.RESID R BRANCH CIRCUITS @ 5.00 POWER APPARATUS 6 SINGLE OUTLET CIR. / Ex. OCCUp(OUTLETS OR FIXTURES 20 76 FIXED APPLNS. Ex. Occup. OUTLETS ((RESID )REA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.001 15.00 Misc. Wiring g -15.00 Permit Fee $ 48.50 — 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. 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. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor application and state that the above information is correct. I agre to coo all County Ordinances and State Laws relating I certify that I have Jea to building const uctiereby authorize representatives of the Countyot Butte to enter up n thmentioned property for inspection purposes. 1 also ree to ave, y and keep harmless the County of Butte against all I'abl it s, udgmts, and expenses which may in any way accrue st s d my ience of the granting of this ermit. X Date b Z Signature F Applicant — OwneContractor ❑ Agent ❑ An OSH ermit is required for ex !iv.\,,ons over 5'0" deep and demolition or construct- ion of str tures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 113.50 HAz 0FEES IMP FLOG cOF PARCEL PO HD ISSUEgai This permit is hereby issued under the applicable sions of the Butte County Code and/or resolutions work in kcated abo for which fees have been R OF UB IC WORKS DI C Date By PER IT btJ51AES7ate S=�C��� provi- to do paid. I `26-1'Z Receipt No. 115829 WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY,,.OF-At,ITTE - DEPARTMENTiGF. -L LIC WORKS - BUILDING DIVISION '• " 7 COUNTY CENTER DRIVE - OROVI.�LE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT --AP JCATION DATA SHEET Permit No. OWNER n4 S A. P o. O �U�l/5 Proposed Building Use�� � �Building Inspector Date_ At time of permit application, I was advised the following data must be submitted prior to permit processing. and/or issuance: ° i 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--/ omplete engineered plans and calcs, with wet signature on plans .. Hazardous Material Form ............... ....................... . Arl 6. Energy Design Compliance and supp,9pt!F4 documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... AAk 13` 3 Schodl District fees paid .............. &C 141 Sanitation approval from _� ff ,�G� Health Department &A. s� 26 City of Chico plumbing permit ..................................... Plot plan and business license approvaIj1QTn City of (see City for other requirements 7. Planning approval for (A) Use: ' Parking: 1 . Improvements may be required. Contact Land �.evelopment Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... ` 22. Certificate of Workmans Compensation Insurance .................. J' 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ....: + 24. Recorded copy of Agricultural Acknowledgment Statement ......... L 25.' Letter of signature auth ri ation ................. ............... : r `- �Iecm-I�t.►— When you issue the piarrqit, process s follow o r. Mail to contractor. Telephone and hol ickup a - o fi Deliver w/inspector. Other 3!2 S S a 5 WA q5q? Applicant__�AL2f4Z� Date �Z Copy of;!-laz-Mat form sent Health Dept. Fire dept. _Air Pollution Date Copy of plans sent Health Dept. —FireDept. Other Date . By The following data must be submitted to permit nuance: (Circle new item not checked above). (/ 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---jnail—counter by .date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by__1Wj Date 5� (3192 Plans approved by A Sets of plans on hold in File cabinet AP folder Copy—DPW ^�:.. Date CHIC O, CALIFORNIA 7 COUNTY CENTER DRIVE 891-2727 OROVILLE, CALIFORNIA 1469 Humboldt Road 747,CALIFORNIAELLIOTT ROAD 538-7281 PARADISE, C Chico, CA 95928 BUTTE COUNTY DEPARTMENT OF PUBLIC 872-6308 DIVISION OF ENVIRONMENTAL HEALTH ALTH SEPTIC TANK INSPECTION The Septic Tank Systeminstalled� was at _ CERTIFICATE FOR SEPTIC TANK Gal Ions Materialil L r LEACHING FIELD Length ft. Width in. No. of Lines_ The above dimensions meet the minimum re ui Rock Under Tile- � In. rements q of Butte County Code, Article 19. Additional leaching area will be required if experience shows it to be necessary. Remarks: _ tf 'dg i I n Date_ S2 -778R Sanitarian ✓ 146 i ttrr�in}.� Chico., 6 Phone: 891-2727 Permit Is: To constri Located a BUTTE COUNTY DEPARTMENT OF HEALTH' DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL PERMIT 747 ELLIOTT ROAD 7 COUNTY CENTER DRIVE PARADISE, CALIFORNIA 95969 OROVILLE, CALIFORNIA 95965 Phone: 872-6308 Phone: 538-7281 DateIssued EXPIRES-AVRAR cnn- SEPTIC TANK SYSTEM REQUIREMENTS Septic Tank (Inside Measurements) Length: ft. Width: . . . . . . . . ft. Liquid depth: . . . .. ft. Liquid capacity:—ItC , gals Leaching Field Total Length:. .15. . . . ft, Trench width:. 'jl,a inches Minimum No. of linesII''. L . . . Rock under tile . . V - inches � ' � � � ,• � I _� iI\�ilCl�l�t!►. � _ ,. I •ice � • � 1 1 i 1 4i� Ota Additional leac ing field will be required if experience shows it to be necessary. No part of the system mai be located within 50 feet of the center line of any County Road. NOTE: Satisfactory inspection by the Health Department is required before backfilling or putting the system into use. Occupancy, of a new building is not permitted until the system is approved. Permit Fee S3i — Penalty Fee S Building Sewer CCF��ee S Receipt No.�l l 1( D S31.27SR Total Fee S� Issued By:% Sanitarian IH BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER 9 -a' l '4; PN o — `/v -7/ Firm Name`%)Q ft AJ 'V \ C 8 M Address !� ��U� �i- �/✓ �_ /`J�l C L� ��t� Nature of Business Contact Person 1.Dos your business or that of your tennants handle, store, or transport hazardous materials? VNO 1:1YES 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 s ndard temperature 4 pressure), or formulation containing hazardous material? O ❑ YES If you answered YES to 1 or 2, contact the Butte County Environmemtal 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 s hoof site? O ❑ YES I YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fume , vapors, or other volatile compounds? ❑ W ❑ YES IF Y S, contact the Butte County Air Polluticp,,Cont I DiMrict (91 8 1-2882) for permit requirements. Owner or Authorized Company Representative BCEHD BCAPCD The applicant has met or is r4eeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE - Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7'County Center Drive, Oroville, CA 95965 - PHONE: 916-538-7541 J rn iS d DATE 5114-1 9ZA•fiPa� 30 �0 UA 104 LQ, tz RE: ptWl jcL hO # q2 -(4Z+ a" (J A.P. # 40- 40-'7) With reference to the'above subject: �l Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER Ll We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. --�— Certificate of Workmen's Compensation Insurance or check exemption statement. cease-3:aw-information or check exemption statement. WOMIQ �1� Complete plans in ip including plot plans: WIL Q8 Y Plot plans in I lii�Q,c�-y • Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including - Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 Co4nty Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. LL OTHER - - - Should you have any questions concerning the above, please contact (�_(�) of this office. Yours very truly, lu JFG/aj �� William Cheff Director of Public Works .F. Glander Chief Building Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS r _ 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 DATE 5-14-92 J.E. McAMIS c/o PATTY GILLETT RE' APP. #92-1423 QMH UTILITIES) 3097 SOUTHGATE LANE A.P. # CHICO CA 95926 40-40-71 With reference to the above subject: / / Attached is: Application for permit. Mobilehome Utilities.Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER / /We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law inf6rmation.or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval -from -Land Development Section -(DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at 1469 Humboldt Road, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center -Drive, .Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. Should you have any questions concerning the above, please contact B. WILDING of this .of f ice. Yours very truly, William Cheff Director of Public Works J.F. Glander JFG/a j /A r Inter -Depart ,o ' em®randum To: Land Development Section, DPW FROM: Building Division, DPW SUBJECT: Improvements and Storm Drainage Clearance OAT E: May 4, 1992 We have recently received an application to dfftkY4Mx* install a travel trailer for (use) temporary office use during•cons.triuction. by J.E. McAmis (owner and/or contractor). at 3125 Southgate Ln, Chico. (location) A P. No. 40-40-71 "` �._ Permit Appin. No: 92-1423 and he has been advised to -contact your section regarding requirements. Would you please advise, by signing this memo, when you have cleared the improve- ments and storm'drainage facilities for this project so we may issue the required permit. .F. Glander JFG:dd Chief Building Inspector Improvements and drainage plans approved for construction. i Improvements and drainage not required for construction. Other (specify) Z4-4 signature) (date •^,)S,Iuewdolene® PURI 2661 311ne A0 AiNnoo, TO Buildinc Department FROM: Environmental*Health SUBJECT:- Sanitation Clearance owner plan Approved for: Hold final for: Final clearance O.R. for: ,/. Sewage Disposal Clearance for bedroom mobile home. Water Supply Water Supply Water Supply Other 965 FIR STREET CHICO, CALIFORNIA 95928 O TELEPHONE 916-895-1422 ` Bolls Rnclerson molls CIVIL ENGINEERS May 19, 1992 Butte County Department of Public Works Building Department 7 County Center Drive Oroville, CA 95965 Attention: Mr. Jim Glander Chief Building Inspector Subject: Mr. John McAmis A.P. No. 40-40-71 Gentlemen: 0F�oOF Ve eU�R w�RI;S �1AY 2Q,1992 Please accept this letter.as our response to the Butte County Building Department requirement that the 100 -year flood elevation be determined for. the above - referenced project. The subject parcel is located on Southgate,Lane east of State Highway 99 and approximately 1,400 feet north of Butte Creek. Butte Creek is the source of any potential flood hazard for., the subject parcel. We have reviewed data from a copy of the modified Hec=2 computer model for Butte Creek that the Federal Emergency Management Agency sent to Butte County Department of Public Works in November, 1989. Interpolation of the 1,00 -year water surface elevation between cross section 11 and cross section 12 indicates a 100 -year water surface elevation of approximately 220.O.feet (USGS Datum) at the subject site. Our site plan. for A.P..No. 40740'-71 indicates a minimum existing ground elevation of 224.5 feet (USGS Datum),, or 4.5 feet above the 100 -year water. surface elevation. Any building donstructed at or above the existing ground surface will be well above the 100 -year water surface elevation. CE A. y9 :Na. 33381 BAN/cm cc: Mr. John McAmis Sincerely, BUTTE COUNTY ROLLS, ANDERSON & ROLLS .10M DIIN {�EPPTNIENT P P P., 111-7,10"v" EQ. Bruce A. Nash R.0 E. 33381 Registration Expires: 6%30/94 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 BRUCE NASH c/o ROLLS, ANDERSON & ROLLS 965 FIR STREET CHICO CA 95928 With reference to the above subject: / / Attached is: / X/ OTHER PHONE: 916-538-7541 DATE 6-4-92 RE: McAMIS HANDICAP RAMP/DECK A.P. # 40-40-71 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: X 1469 Humboldt Road, Chico Building clearance for ramp 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Record d copy of deed showing Record copy .of agricultural acknowledgement statement.. e anal��and desi and connections. for ramp structure to support live load-per.UBC ti -es, including appropriate construction details Should you have any questions concerning the above, please contact BARBARA WILDING of this office. BETWEEN 3 & 5 P.M. Yours very truly, JFG/aj William Cheff Director of Public Works 111i.F. Glander i Certificate of Compliance (Paan, of 2) Jr, M c m< mut s -41443 CF -1 for Enbroam" Agerrcy Use 0ny MesrEnp' Building Pen* _-j�T / 1*1 pM ChmMd Bp 317,6 Project I 0=don Author Gate Prescriptive Approach/Performance Approach Strategy Gwwral 1 CEC Oocupancy Type ........ It:E 2 UBC Occupancy GrouPaivision ...... 3 Package Selwwd ...... . 4 Gros: Conditioned Floor Area ..... Roof and Floors 5 Proposed %&te fing Rt (CF -2. CFS .. Sq - 10 Ila 4alew 6 R6* in W Roof/Ce ft Rt (CF -2) . -:. .. i XT W-F-RZ(ft 7, Proposed Exterior Floor Rt (CF-$ c") .. A/A wr-ftzsw 8 ' RsWuired Exwior Fioor Rt (CF -2) ..... IA ho*4fttu waft. 9 Proposed Opaque Wal Rt (CF -2. CF -3) .. Z t G 3 he P-R2/Bhr 10 Wag Meet Capacity (C") ....... BtulF-ftZ 11 Required Opaque Wd Rt (CF -2) . Cuing In Waft 12 Exterior Wail Area (CF -2) ........ • We fit• 13 Total Gla -ng Mea (CF -2) ..... ...(D?► ft?' 14 Proposed Total Percent p"13 t tine 12) MaM % 15 Average Total SC (CF -2) . . .. . ... D 16 Alowed Total Glazing Porowmt .. .. . Z4 % 17 West Exterior Wali Area (CF -2) ... ... iQ ft? 18 West Glazing Area (CF -2) ... , .. fa 19 Proposed West Percent (CF.2) . . . , . % 220 Average Vest SC (CF -2) . . ..... . 21 Mowed West Glazing Pana .. .... !6 Gliding In Root (CFAQ Proposed A:owed . - 22 IgM 1 .....:..tiloNE ft2 23 - Skylight 2 ........ R �lh 24 Skylight 3 . ....... RZ 25 Skylight 4 . . . . .... (12 26 t 5 ........ ffa 27 Skylight 6 ........ f17 - 28 Skylight 7 . ..... . ft2 29 Skylight 8 . ... .... WLighting (Sm Par, 2 for AaOitMat Pwfwmw m SofJalit "w 3o Proposed A4usird LPD w4) ..... 1,41 Watiwlt2 31 Mowed LPO (CF -S) .......... r Wets i 2 MVAC IS" Pet 2 for Aaditot at P&rkwMb es 3W,jie4nvrot 32 Performance Set Seiected . • • 33 Proposed Fan Wattage Indere (CF -4) . . , O VVs=A2 34 A'.lowed Fan Wattage Index .. .... O Wattsfi2 35 Proposed Cooing Power Index (CF -4) .. BuftV 38 Mowed Cooling Power tndax ..... .70-0 8116V 37 Proposed Meeting Power Index (CF -4). .. a o.'�ft2 38_ Allowed Meadno Paver kx*x . - . / ,1.. � Pat#^2 Dab Apace By • Dat. Performance Approach EMroy Budget 1 CEC Occupancy Type ........ 2 UBC Ooaopancy GroupoD vision ... 3 Catditioned Floor Aran ....... 4 BudoetTabie - - - - - - 5 Allowed Energy Budget (WS -1A) ... Colo dMW Annual Energy Cotummption 6 Approved Calculation Method .. 7 . 7 CEC Designation .......... 8- t"liplier .. r ........... Estimated Energy the - 9 Heating . 11 • Fane ......... .... . 12 tights .................. 13 Usaelarmaw En iom.nt - 14 ' Aftr. Ht At*CS ...... . 15 Ad). ToW Energy Use(%» 8 xkw qio Compliance Statement 22 k8ttorr-h2 Wkuyr-ft2 kB u/yr.$2 A t kyr- t2 k"r-42 kBCyyr.R2 Ulla yr -0 kftAyr-R2 General. TM proposed building represented in this set of oompknoe 4MUm enmon is consistent wish to other a xnpianoe forms and worksh a ts, with tin pians and xpediteaWns and with atiy offer sa)adadons or MnPU r runs submitted with this MM apps ation. Parlorrnanoe Approach. (when applicable) The energy Pwionnance estimate presented on I= tarn was edojwW using the apomved caiaiation method itdicated above end with the CEC established fixed and restricted mgrs " inputs for the appieabie dmate zone and Pr..ed AApp r s (when applog ) The provosed building has beendesigned b mae: the requirements of the Allemative Co mponemt Padcag9arii eked above for 1M aPP o q type and clam s, Signed ROBERT s. www -Architect 9044 tie j as 4141FNr.IJ Address CHICO, CA 95926 343.8038 Cayce C - 9192 TdiepftoM Calf. L mem Number Farm Pavised Sepramber IW6 / 9 fag. of Certificate of Compliance (Parc 2 of 2) CF -1 ROBERT B. lfEATON �2�E�gz Doaanant *n Au3toNFirm Data choda By oath verb om Nrrd woof "s Cartisma of urnprwws mim be frwkx%d wi& ads boldin. paenft motion for f» abm b_uift and pm on Vw plans subminad br apprTha buidrq !.Nara and raquirart�an>s rapraaruad on tfr CartiSeata d Compfianoa ara aompf— F with tba second parov♦i. wradon normadanbal OnwgYsMrOdaft bf M buMN refaraeoad above. The bml*V baum and dao adowats for ty wbaaquant albraWns, nwdifiwDoro oraftions a the bind!.. Agr+arrwnts are ar ROBERT No% (P" Architect r -/ 9 N D"w w T*O . TMNConrvarrtr Address sem• D" Eorcorms Aqwwy Som&n err Jot*v Alf e -Am s E M GXM/S //I/,DOS7-41 GS 3*IT a�j niwcornww. �'�fI r6Clic a CA, II� 2-1 891—st��/ Om Attdttionat parfornwwm Approach Strata" SpedfkWioea DoolporThroo avrm" ata OSSIPMFOW Qp+aaa No mm (Prtnp TtWAW=y MVAC Fora! AaMaad SopWnbar utas P*P 2 at q 9 Mandatory Measures Checklist MF -1 S lot EM°"°"'MU Ageney Use 0* Architect 12 �23�gZ Ooaxmantation Audw/Firm Oa» Chedied By Rdeeence in Conduction Documents Envelope Measures t i Carded inaidon materWe per 2-5311(a) . ... ...02 t 1 11 Mnwletion iota a awat weed and smol e denspty regAwnen (b) . .. t 1 Utes brtnaidehyde loam insulation is i�Aed IJA per 2-5311(C) ................... I 1 I 1 Retrofit WwIntion specified as per 2-5313 AIA Rsfsrertas in Consauc�on Ooa+nnsnt PhoboN senors wdh a dffusig cover and (1r1k no oP8** owm per 24319(q)s ............ Msmdaetlsws irastrtrgiont ptor. - - for inawwon and aIN, fig per 2-3319(e)i .......... .. Proper iutiation of Controls indudno seraor 1,n own , oerofiwoon of initial =%ration and control of luminaires or* within davit area per 2,5319(a)g ......... Vabie or a xfte maRmcdon alarms per 2-019(8) . , . t 1 Air in bation is ff"mized by specification of Occupancy upa ncy Sensing Devices (when towed nmwfictved doors and windows and ) sealing and weatherstripping as per 2-5317 ....... , A , % livable Lighting System Measures [ l Certified knotinaintalbaflasts per 2-5314(b) . ... ... 6c, t 1 k d*pfrtdw t control w/ encbaed areas pr 2-5319(a) .. ll [ 1 Manual9 ^may somsib a per 2.5319(b) r t I 1 Rfduc*m of Noting load b at least orte*Wf per meeting`CEc�aopancy sensors erer orbs errpo°.amn.ei' itrrwrs t .... I I SePWO s Weft of dayit arws per 24319(d) .... l I 1 spa i+9 of display and valance ithtirg in rWA and wftolesafe tbres per 2-5319(h) ....... �1♦ I I Automatic Control of titpiay in nrW and wholesale stores pet 2-5319(h) ... ... ... . AIA I I Tandem g of are- and threo4amp hxninaires� • . , AX ..... Daylighting and Lumen Maintenance Controls (when applicable) t t: Undormly iuminalion rKkcfan to Crte+Adf �� per 2-5319(o)l ................. . I 1 Fkkwtee -W—.tion and no prwwwre lamp W"PW . I ! � 2W6NW • prevent w4nkable qI&V .. . I 1 SbP swill i v drAces withseparation between =Vdf seta ngs per 2.s319(*µ . ..... ..... . [ 1 Rdw free operation and no pematun lamp _ bilure per 2-5319(0)2 .................. ! 1 Time ddays b Preverd tstde-1- 11e eyeing per 2-5319(.)3 ................... t 1 VAhb or trdble maffiacdon alarms per 2.5919(8) .. . t 1 Limit on emissions per exceptions to 2-591901... . El HVAC and Plumbing System Measures I I P*V uSWRrd as ro**W by 24312 ........ `M - t 1 arded WAC eWiprnertt per 24314(a) ... /' ! I Carded pmbin9 vett per 241314(a) ..... A-% ! 1 Hft*9 and coorn9 n pe► 24314(b) . M - I t 1 Plotless motion of gas gVilanoes per 2-5314(.) .... if f 1 A+rtomak ooneas for of 4=n per 2-5315(a)1 .... . n I 1 7herrn0stt eft point repir*m* t Per 2.5315(.) .... l r ! 1 Sequential Control of heating and cooing per 2-015(m)3. rr ! 1 &hornstic *#.w st fen dampers per 2a31e(b) .... A, 2 I 1 T ermostat controls foram h mo per 2413i5(b) . ... M • I I 1 Ventitation provided w2-016 and 241343 ....... r r t l ffeaun for I, do hot wow ardlor pooh pet 2.018 . IJ A Form Pleased September 1966 'age 3 of O Envelope Summary Form and Worksheet (Pan I W2) CF -2 AM/s OEzc - s F„ Aqwwr u,. 0* errif i♦nri /G 3•lq Z Occunwt bm Aw w/Frm Dau —+-- ChWW By Dau Roof Exposed Floor Area/soffits A B C D A Avatapt Revalue , /p Col B / Col D Glazing in Roof A 8 C p B C D FlooNSof6t FTW�PG�SW jju�/*Type Am Tool �_J Toed Avwspa Rvdm Coi B / Col D E F A u MOPIPAP IMP Exterior Wall Area A B c n r Form RlwsW Sapwnbw t p86 pop 4— at Envelope Summary Form and Worksheet (Pan 2 of 2) F.2 XQUIff B. MEATON / 2 23 q L Doofflmnalkm /lut wfFrm Opaque Exterior Walls and Doors A 8 C D F c R ., • •• . .. -- r r r v Tom 1 1 TCCW I J Pn�pos�d R�gi�rod : W6019dAvww R -Value 2,(0 FI D d Col / Coll Cd F /Col K Glazing in Walls A B C D c e ., .. Form Wvmwd S*pwnbwr1966 W.Vilm vvmsc Tom Sc Av�so.s O O 1 t0,17D Col 1 / Cd F Col J / Col E Col K / Cd F POP-4—at 9 ®®®®a�® • •• . .. -- r r r v Tom 1 1 TCCW I J Pn�pos�d R�gi�rod : W6019dAvww R -Value 2,(0 FI D d Col / Coll Cd F /Col K Glazing in Walls A B C D c e ., .. Form Wvmwd S*pwnbwr1966 W.Vilm vvmsc Tom Sc Av�so.s O O 1 t0,17D Col 1 / Cd F Col J / Col E Col K / Cd F POP-4—at 9 Construction Assembly Compliance Form Architect Oooanantztion Aut*Wrm per. General Information CF -3 CAeelwd By Date - 1 llss w* Type and Ntumbw .. ... ..................... ....... W �N. 2 Ftwirq Type ............................... .•.•.•.•...... . IWOP 3 Fnrnirq Sire . . ... ...... ... .................. /y 4 Framing Sp. ............................... ( itches S lttsuIn*m In Cavity . • . Ra4wBw 6 EfpcM R-vawe of Cavily/Fnning ........................ �.... - 0,, 6 b FALbriBtu Sketch of Construction Assembly List of Construction Components A B f( p. , maw. ,.� ,� T` ca c COI n cam) cep 1 -7/8 STU uo o, (e 2- 3 0,41 a_ GAV17 (LA4 W Ipr - 4 < 2" G YPQM 60A4,0 s 7 A 8 : Total XVaW v-,® fins ... ........... H,75 Total HQ 0- 9 . Inside surface ar fim . . . . . . . . . . . . . . 0, (OF 10 outside surtaoe ar fim ..... .. . ... ... 0117 _ 11 Tool efurmal nsistanoe (Fi j .. . .. . ..... 12. (A 3 12 U-mkm (1 / line 11) . .. . ... . .. .. . ..01011 1 Forth PAVOad September 1986 Fac a im RIM 0'W'M �ih%qhww- VI� W.A Sketch of Construction Assembly List of Construction Components A B f( p. , maw. ,.� ,� T` ca c COI n cam) cep 1 -7/8 STU uo o, (e 2- 3 0,41 a_ GAV17 (LA4 W Ipr - 4 < 2" G YPQM 60A4,0 s 7 A 8 : Total XVaW v-,® fins ... ........... H,75 Total HQ 0- 9 . Inside surface ar fim . . . . . . . . . . . . . . 0, (OF 10 outside surtaoe ar fim ..... .. . ... ... 0117 _ 11 Tool efurmal nsistanoe (Fi j .. . .. . ..... 12. (A 3 12 U-mkm (1 / line 11) . .. . ... . .. .. . ..01011 1 Forth PAVOad September 1986 Fac M Construction Assembly Compliance Form 0. rIMMI%M Architect /2��5�9Z D=xrwnta6on AuttwfF'rm p�T` General Information CF -3 w 6donxwwa AqwUn on* Cho&,W Br 1 Aswffi* Type and Number ..................................... ROO1 2 FraminpType........................................... DO 3 Frw&V Sin .. .. . .... . . .. .................(2,�16) ....... 4 An Ph ip Spwinfi .. ..... .. ....................... • itches .............. Sbmiamon in Calft . . .. .. . . ... ...................• .. "3D F4 94w%. 6 Effective Fl -value of Cavity/Fnrminp ............................... 8 F-ftLhft to Sketch of Construction Assembly List of Construction Components A 8 C D wasHC R-vafua M �$�) Col Cx Cal D' 2- F ItJSUUX i 2� s� 3: 1211 CTYP•5 V0 600OLO &AA 4 6' a., Taal R-Vatw W/o fits ... . • 9 Inside surface air f1m . .. . . . ...... 10 Outside oufaoe &Wn 0 % . . .. . ... ... ... 11 Total ftnrw raixw" (% . .. .. Z . 10 12 U-vWw (1 / Uru t,) . ... ... .... .. 0. 034' Tocol HCz 0-4 Foran Pews September INS P,qe -7 of "HVAC Power Indices Summary Form and Worksheets CF -4 Mc Is / Cgs For Entorceno t Agency use Only ProjWTMO MOa _ Architect /2/ 23192- D= m station Auftrifirm Date Checked By Date Summary Data 1 Conditioned Floor Area .................... /G 2 s7 ft2 2 TOW Fan Watts During Peak Cooling COndtiww Prom Warksheeb beiow) ................ 7 Nowam 3 Fan Wattage Index (Lkw 2 x 1000 / Line 1) .............................. 0.23 Watts/k2 4 Total HVAC System Energy During Peak Cooling Condbm (hom Worksheets below) .......... r1. Q kBtulhr S Cooling Power Index (Line 4 x 1000 / Line 1) . . . . ...................... .. .. 25.9 Bhj M,V t2 6 TOW HVAC System Energy Dump Peak Heating Conditionw (from Work:tweb below) .......... ¢4L�.5 kBUW 7 Heating Power Index (Line 6 x 1000 / Line 1) . . . . . ... .......... ....... . .... 30.7 autr-n2 Fan Energy A 8 C D E F O H I J Heating and Cooling Equipment a c D E F G H I J COMM 117.7 stag= INK" r,-VZMP"MMSEEM Ml Mir -M M14M - ----M- Heating and Cooling Equipment a c D E F G H I J PAY/VE # 387-AIVZ 04 z 060 4K000 &ru Re*T - CSE 74. Z 4/, Oo 0 670 coot. - 56V-nL 1, o Form P*vised September 1986 TOW I dt L• V i l low L 4T-1 . ca n pap _f?-ot97 All Vans From Worksheet Above PAY/VE # 387-AIVZ 04 z 060 4K000 &ru Re*T - CSE 74. Z 4/, Oo 0 670 coot. - 56V-nL 1, o Form P*vised September 1986 TOW I dt L• V i l low L 4T-1 . ca n pap _f?-ot97 Lighting Summary and Worksheet (Part I of 2) CF -5 GAM-14�82ffl 5For EnbraamarttAgemy u« 0* Architect /2 A0A2- rrr3r�■� Doasnantatlon AuOwr/Fwm Day Chedod BY Oam Proposed Adjusted LPD Tailored LPD Approach (when apprfcable) I Tod W&V Waft (CF -S) . . .. . .. �aos t Watts for IC: A - D/E (WS -5C) ..... . MJ�F— Watts 2 Control Cmdit Watts (WSSS) . .. .. . Waft �� 2 Task Watts for IC: E i F (WSSD) . ... Watts 3 Adjusted Watts (Lina t - Una 2) . . . .. 3 Non -Task Wads for IC: E a F (WSSD) .. Watts 4 Carditioriad Floor Aria . . . . ... .. 1& 2.0 k2 4 Task Watts for IC: G. H a I (WS -SE) ... Watts 5 Adjusted LPD (Lina 3 / Line 4) ... ... Wamuft2 5 Non -Task Watts for IC: G. H a I (WSSE) . VYatts 6 Ramra/Wholesale Soon; Lighting (WSSF) . Was 7 Tata) Alowed Watts (inns 1.6) ...... Was 6 Canditioned Floor Area . ...... ,. k2 9 LtudmLrn (U 7 /.ina L 6) ...... Wan& t2 Whole Building LPD Luminaire Schedule A a C D �r3•fZ� FWm Rev Seotamber t 9a6 iO _2 at • ■tea■ - rrr3r�■� ■ v■ rtr3�• , �r3•fZ� FWm Rev Seotamber t 9a6 iO _2 at To Buildinc Department Health Environmental Hea FROt! : ' SUBJECT: Sanitation Clearance owner 6)j- LO I ""I- Plan Approved for: Sewaqe Disposal ✓ Water Supply k___ Hold final for: Water Supply Final clearance O.K. for:-. Water Supply Clearance for bedroom mobile home. Other (IOnS,\r� Ly?-_Ak ' NOTE " to - Date Sanitar an WEIE cxv -7111111.4 St, —7Z 4-" cc."i-DOLT- I--- U.G.- Y'IAT-tg, Q FUSKI-SR Xc4t) PLkC.IE ':L 125' 1- 2" C-OND.jlT- O)RQV5�11 A -W) ?LhCG 2Al'YZf,";(G" UL kF?RtVG-D CA511\IeT- i-Al 'Ivor YIN -DE F-\t\l K DLrr a): Uf;-i IV�ID ;0 &x i-- - - - V- - . r --20'-0"------i4'-0"+ T Gelco Single Office Model 160 sq. ft. ' Space {1) Built in desk with single file cabinet (1) Overhead Shelf (1) 36" x 72" plan table ` GS -824 (1) Room A/C with heat Gelco Office/Storage Combo Model j Space 72 sq. ft. Office -152 sq. ft. Storage coF (1) Built in desk with single file cabinet (1) Overhead Shelf GSV-832 (1) 36" x 60" plan table (1) Room A/C with heat T28'-0" :a -o, Gelco Two Office Model 224 sq. ft. total Space (2) Full width built-in desks with single file cabinet (2) Overhead Shelves Al � 1 ��-- ,l (1) 36" x 72" plan table (2) Room A/C with heat GS -832 Gelco Three Office Model -440 sq. ft. total pace 2) 10 x 11 private o Ices (1) 10'x 22' general office (1) Handicap half-bath—optional (2) Full width desks with file cabinets (2) Full width overhead shelves GS -10 (1) 36" x 72" plan table (1) Central A/C system with heat M1 56'-0" 4'-O"I Ge O T Sp. 7 .:...: �_ GS -1260 Z.�. Three Office Model 672 sq. ft. (2) 12' x 12' private offices (1) 12' x 32' general office 1) Handicap half -bath 1) Central A/C system with heat ..r .�a 3.Yx~c'i dlULiQ:iAi3�'- J.E. McrlAAlti INLJUI—_'o 1 r11>7-0 Two Bala Plaza • Bala Cynwyd, PA 19004. 1-800-523-7918 Other sizes and types of equip available 3997 South Gates Lane printed inU.s.A.8.89 Chico, California 95928 Sut vest J.E. McAMIS J. E. WAMIS, INC. Heavy Construction & Marine Contractors 3097 South Gate Lane, Chico, CA 95928 INDUSTRIES (916) 891-5061 ' TO: Butt:eCounty - 7 County Center Drive DATE: 5/23/92 Oroville, CA 95965 SUBJECT: Permit No. 92-1424 MESSAGE: Attn:' Barbara 3125 Southgate Lane AP.40-40-71 Enclosed are the 3 plot plans you requested for the above referenced deck and ramD Dermit. i l r 0� SIGNATURE: Patty Gott, tt, Contract Administrator REPLY: DATE: SIGNATURE: /I / COUNTY,OF BUTTE - DEPARTMENT OF PUBLIC WORKS !/ 7 County enter-Jrlve - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. aip ASSESSOR PARCEL NUMBER . 40-40-71 14 — 6 — -11-o��/ ZONINGy� BUILDING PERMIT OWNER JOHN MCAMI T PHONE i— vi SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3097 SOUTHGATE LANE CONTRACTOR'S NAME TELEPHONE — 4.2 0 1 CONTRACTOR'S MAILING ADDRESS 11011 MIDWAY CHTOO CA 95928 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 15.00 LEND R'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS mT.A%'P. Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other COMMRRTC'AT, SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW I @ 15.00 TYPE OF WORK Newij Addition ❑ Remodel❑ Utilities❑ Installation❑ Other❑ Describe work: INSTFLL ELECTRICAL SEIRI CE _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 W13 621— 0V OR LESS Main service 200A OR LESS 18.50 16,50 Main service 200A TO 1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑X 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. 443455 C10 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 CONST. DWELLING OCCUP.� OR ADONS. ( ACC, BLDGS. 3.64 q.ft. NEW CONSTR. ULT' -OUTLET NO N.RES'D BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 FIXED APLNS Ex. Occup. OUTLETS P(RESID.)REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. byirin g '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. X 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 15.00 Heating Cooling g Hood 6.50 Ventilation Penult 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 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date 4/22/92 Signature of Applicant — Owner❑ Contractor ® Agent ❑ An OSHA ion of structures tover 39stories oinehe ght ions over 5'0" deep and demolition or construct- Receipt No. 11108,602 (0862 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Mobile Home Installation Fee S Energy Inspection Fee $ 33 So occ CONST TYPE TOTAL FEE $ HAz I DFEES I IMP I FLOOD COF I PARCEL I PD I HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. TO PUBLIC WORKS By Date c —9 PERM EX IRES Date -JtOBERT B. HEATON, ARCHITECT 2044 Palm Avenue CHICO, CALIFORNIA 95926 (916) 343-8038 JOB - W-Asv5 SHEET NO. - I - Of . CALCULATEOSAfgla� DA - Z-1 CHECKED BY DATE - ............ .... ...... . .............. ............. .... VHIC .... . ....... ...... ... ........ ... . ........ ... ...... ...... .............. .............. .. ................. . ....... ... . ....... #NMW MLI =NrIM tM. bft�. On 11471 Q»> L,i•�L Md y�LL� Ix o�oa� g a ilk 19-S - 15 y r"bdl. (h$-.. I 0,-7 MsG IS dL LL I o Ps-( 3Cv_O PS-� trlZ g -S ��_..T �_.d� .'23.7 I clb� Z4•� �s-F ��:/��' .. 0 ✓ "R— o, D 7, 0- - - kx+- w 1 S.0 ps� 42381 SOSHEETS EYE EAS 5SOUARE 42382 IOOSIIEETS EYE -EAS 550UARE MRNOIIEI�BIdf1A 42.309 200SHEErS EYE -EAS SSOUARE / 42392 RECYCLED WHITE 5 SQUARE .—.,u S A. 1 r 70 `. tA ID I i cr r j i w r YQ 1 I I fl a • .. t 4 / i � 1 I � . .Y- ! f }"�w: r_++_ _.. s. _!!� -..T ��.. .'y -_ ., ..5.: ! ` _ _ v..r - .�.. .- ..—_ • ... . 4 ..- _- ...` .. - 1. .. Paxt a -Q = 3o�Z �, 036 �+-�j. SC.o 4'o> -f °t12�• ° �.5, � �, SK��. . _ - - •-� viSap— I, CSL c .. f��'�D�'n. �• , � •• T�'�S'�- .• . .Y- ! f }"�w: r_++_ _.. s. _!!� -..T ��.. .'y -_ ., ..5.: _.•e ..._ a ..; .-. + '-_"_t„'. � T-.......� T .1.,+-1- v__ �-r.+.� ` _ _ v..r - .�.. .- ..—_ • ... . 4 ..- _- ...` .. - 1. .. If S ------------------------------------------ REV 1-23-92 WALL FRAMING DESCRIPTION >>TYPICAL WALL FRAMING ---------------------------------DATA---------------------------------- HEIGHT (L) > 9.000 FEET SPACING..00. N D1 > iN (WALL WIDTH> D2 > 1.500 IN (STUD WIDTH> Ke > 1.000 Kel/D1 > 30.857 J > 1.000 ---------------- ----------------LOADING-------------------------------- W AXIAL > .750 KIPS/FT LDF > 1.250 W AXIAL TRIB > 1.000 KIPS/STUD ADJUSTED W AXIAL ) .800 KIPS/STUD(ADJUSTED FOR LDF> W LATERAL > .0132 KSF LDF > 1.330 .W LATERAL TRIB > .0176 KLF ADJUSTED W > .0132 KLF (ADJUSTED FOR LDF> --------------------------LUMBER DESI6N VALUES --------------------------- BASE VALUES SPECIES 6RR Fb Ft Fv Fcl Fcm E DFL NO2 815 575 95 625 1300 1600000 NOMINAL WIDTH >2 INCHES NOMINAL DEPTH > 4 INCHES REPETITIVE (Y/N)? > Y SIZE FACTOR Cf (APPLIED TO Fb) > 1.500 SIZE FACTOR Cf (APPLIED TO Ft) > 1.500 SIZE FACTOR Cf (APPLIED TO FcL) > 1.150 REPETITIVE MEMBER FACTOR Cr > 1.150 'ADJUSTED VALUES SPECIES GRADE Fb Ft Fv Fcl FcJ E DFL NO2 1509.38 862.50 95.00 625.00 1495.00 1600000 --------------------------------SUMMARY--------------------------------- AXIAL STRESSES K > 21.951 F'c ALLOW > 504.115 PSI (F'c=(0.301E)/(Le/D)"2> fc ACTUAL > 190.476 PSI FLEXURAL STRESSES M > 1.61 FT-K.IPS (M=WIL"2/8` S > 3.06 IN"3 (S=D21D1"2/6> F'b ALLOW > 1509.38 PSI Fb ACTUAL > 525.00 PSI (Fb=M/S> INTERACTION (fc/F'c)+(Fb/F'b-Jfc) >> .776 ( 1.000 (OK> ------------------------------------------------------------------------- 'REV 4-3-92 LATERAL DES16N DATA ------------------------------------------------------- p(KSF) ll/ 6/92 DESCRIPTION >> >> McAMIS .0203 OUTWARD ----------- .0285 UPWARD 3.00 .0305 -------------------------------GENERAL DATA ------------------------- EXPOSURE > B Ce > .62 HEIGHT EXP. D EXP. C EXP. B 15.00 1.39 1.06 .62 BASIC WIND SPEED > BO.00 as > 16.40 IMPORTANCE FACTOR'> 1:00 METHOD > 1.00 NORMAL FORCE METHOD ROOF PITCH ' > 5.00 IN 12 0 > 22.62 DEGREES p= Ce I Cq i as I I PRIMARY FRAMES AND SYSTEMS DESCRIPTION ------------------------------------------------------------------------- Ca p(KSF) DIRECTION WALLS WINDWARD WALLS .80 .0081 INWARD LEEWARD WALLS .50 OUTWARD TOTAL WALL 0132 ROOFS: WIND PERPENDICULAR TO RIDGE LEEWARD OR FLAT ROOF .70 .0071 OUTWARD" WINDWARD ROOF SLOPE 2:12 TO LESS THAN 9:12 .90 .0092 OUTWARD OR SLOPE 2:12 TO LESS THAN 9:12 .30 .0 ' INWARD ROOF TOTAL .0102 WIND PARALLEL TO RIDGE AND FLAT ROOFS .70 .0071 OUTWARD ELEMENTS AND'COMPONENTS .DESCRIPTION ------------------------------------------------------------------------- Cq p(KSF) DIRECTION -WALL ELEMENTS ALL STRUCTURES 1.20 .0122 INWARD ENCLOSED STRUCTURES 1.10 .0112 OUTWARD OPEN STRUCTURES 1.60 .0163 OUTWARD PARAPETS 1.30 .0132 INWARD/OUTWARD ROOF ELEMENTS ENCLOSED STRUCTURES SLOPE LESS THAN 9:12 1.10 .0112 OUTWARD OPEN STRUCTURES SLOPE LESS THAN 9:12 1.60 .0163 OUTWARD LOCAL AREAS AT DISCONTINUITIES DESCRIPTION ----------------------------------- WALL CORNERS CANOPIES OR OVERHANGS AT EAVES OR RAKES - ROOF RIDGES AT ENDS OF BUILDINGS OR EAVES AND ROOF EDGES AT BUILDING CORNERS EAVES OR RAKES WITHOUT OVERHANGS -AWAY FROM BUILDING CORNERS AND ,RIDGES AWAY FROM ENDS OF BUILDING Cq ---------------------------- p(KSF) DIRECTION 2.00 .0203 OUTWARD 2.80 .0285 UPWARD 3.00 .0305 UPWARD 2.00 .0203 UPWARD k Jklarko rl k t - - .; � � r � .�. � - ----•-�-L'��( ' (Z£1o���%a51 t(ZoIO'� 2/-bbi-?� =i Q, tj r • S'1 • t- ' L+4 'TU''" NNN w NNNU CuuuV Ni�Ngg¢ �g7S n'g o«o� g } 1 AIap h SeISw+�G. P U% 1 W, W.I RA 3 s ► 3.s � r WI: (3o4- D24 3,5(z),DIA, +`►/Z(z},OIS .024 k = 5442-001)+ 3, s (. o°I I, c 3, 10 gl).� SQISe►9ty ' r. P-& S1'/ w¢ S't— u - w o2-4 CI03) 9/2(5).00= ,103= .IS9k/ .3,5 (,Is 1)+ 7-3,S/3o (,3(.) Zi She,�•walls � � _ t i Ole- P 3.Z0 wC-U 4D,9tS,S' x,11 ✓IG.r��n�_ . 0 o� �a 14-s :. '.213��t) = 2.4� r ;-bye Rte' I t 3 _=== << ��_�_ f! - •- 3 rte' o�L t P m s i �' i �4 0�/��G =�Nve sN�N_ t �a� _ 54t 01 NNN nNNN r m ammm ' ZI L4 000 Mmaann mmmm -01A l UI I r• 14 64/•x4 =2,2sI 3,48 ' !30 � , I I to �`/ , 4 S/j I � GkOr LM x;48 N)_ 8,Z (S ►-►�q3 __________________________________________ R[V 4'5-92 COLLECTOR FORCES ____________________________________ ��� DESCRIPTION >>LlN[ \ >> '--------------------SUMMARY--------------- Vl > 3.2*0 KIPS Y2 > KlPS LENGTH SUBJECT TO V\ > 54. NN F[[T DIAPHRAGM SHEAR' DU[ TO V1 > .059 KIPS/FT LENGTH SU8JECT TD_Y2 > FEET DIAPHRAGM SHEAR 0U[ TO V2 > KI p,,* HEAR PER FOOT - SH[ARNALLS (v) > .291 K[PS/F� <SHEAkN , SEGMENT N/U WHLL OPNG Y1 Y2 F0KOE U.NN N �J.NN 0 43.N* Y 2.548 ---'-------------------------------------- -REV 4-5-Y2 CULL[CT0R FURCES -------------------------------- D[SCRlPTlOH >>LlN[ 2 >> /� |= Y} > 2.fi KIPS V2 > KlPS LENGTH SUEB."ECT TO V1 > 54.000 FEET DIAPHRAGM SHEAR DUr TO V! > .055 KIPS/FT LENGTH SUBJECT TO Q. > FE[T DIAPHRAGM SHEAR DUE TO V2 > KlPS/FT SHEAR PER FOOT - SHEARWALLS (v) > .V85 KIPS/FT <SH[0kNALL v: SB6MENT N/O�ALL UPH6 Vl V2 FORCE 6.500 0 6. 1C1. Y � .NN 14.25V N 1�.25V Y -.'3@0 4. 0010 It kNN Y .N0 N.�� W N.500 Y -.15J J.50 U 3.500 Y .�6J 10.2 51 C. W 1V.21 Y -.V3} Jr.�* U 5.NN Y .277 � RE'V 4-5-42 COLLECTOR FORCES DESCRIPTION > :INE A --------------------------------SUMMARY--------------------------- Vi > 3.030 KIPS V2 ` KIPS LENGTH SUBJECT TC VI > 30,000 FEET DIAPHRAG�s SHEA.: `C TIi V1 > .101 KIPS/FT LENGTH SUBJECT Ti Q > FEET DiAPHdAGM SHEA*: _ TC 'J2 > KIPS/FT SHEAR PER FOOT - SHEARKALLS (v) > .269 KIPSIFT (SHEARKALL v> SEG(.ENT a KALL C'r'NG V1 V2 FORCE 11.LOY Y -.9b0 z • r nrA i ±.�G 9,`25 c �.4_: REV 4-5-92 COLLECTOR FORCES ------------------------------------------ ; l iu- INS f DESCR .............. --............... SUMMAR`r................................ VI > 3.480 KIPS V2 KIPS LENGTH SUBJECT T' V1 > 29.61ia FEET DIAPHRAGM SHEA* In-TTO VI > .111 KIPS/FT LENGTH SUBJECT "" V2 > FEET DIAPHRAGM SHE4z. Vis_ TO 'J2 ? KIPS/FT SHEAR PER FOOT - SHEARKALLS (v) > .401 KIPS/FT (SHEARKALL v> SEGMENT K% WALL OPNG V1 V2 FORCE 10.500 O 10.500 i' .000 8.610 K 8.610 Y -1.232 10.500 1. 1G.CM10 N 1.232 423382' 1000 SSHEETS EEYE-EEAS- 5 3DU RE (''• - I��'�Natlonal®8rand 42..389 200 SHEETS FYE-EASF'5 SWARF. 42-392 RECYCLED Mill 5 SOUARE ,ewn'n U. S. A . s w � _.�.. { r � _ � a W N s .�.....'�.:p.'�^-w�..w"^t'.•e+.,�'i'+z^•-�i(.i=i''�.'iC.L�`,t :l^�'f.+LS.'��,'�+"rY ' � .,.;�-�pC� ".-=�.L•`v-r^"<u+J'1+fly.-�:,�:e+s:%..i.�+y:..i� -nfYrr "�//.�r•2�3r�. "•` 1- , -40=4 =7-1 92-1898E MCAMIS,John 3125 Southgate Ln; Chico contr: Agri Elec elec sery for comm mh COUNTY SOF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville. California 95965 - Telephone: 916/536-7541 t i+ APPLICATION AND PERMIT v ASSESSOR PARCEL NUMBER • , 40-40 71 -- Q - Q ZONING 2 - BUILDING PERMIT OWNERC- T LE;HON_E SO. FT. OCC. BUILDING VALUATION JOHN MC -y "' OWNER'S MAILING ADDRESS _ 3097 SOUTHGATE LANE CONTRACTOR'S NAME. - - TELEPHONE - AGRI ELECTRIC -?,1342-4203 CONTRACTOR'S MAILING ADDRESS Fireplace 11011 MIDWAY CONS*TRUCTION LENDER UNKNOWN Total°Valuation Is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS 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 "- $ 3125 SOUTHGA E LANE -�_�,PLUMBING PERMIT - �, Filin Fee g�' 15.00 � 1 CNV76 C44;.,.-, ,,_ Y, -y, s.r AA'ch Trap ' 5.00. Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME w PARCEL MAP 'Waterplping }'- 7.00 Each Qas water heater or vent 7.00 USE OF STRUCTURE- _ Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 SF ❑ Duplex❑ Mobilehome❑ Other COMMERICAAL Mobile Home I S '.G I W I @ 15.00 SPECIFY TYPE OF WORK NewVV Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Permit Fee $ Describe work: INSTXL ELECTRICAL SERVICE _ Contractor 'h ir. ELECTRICAL PERMIT Filing Fee 15.00 - Main service 600V OR LESS 200A OR LESS 50 (� �j� 18. 118,50 Main service,20GA.To 1000A) CONTRACTORS LICENSE LAW L. NEW CONST.( DWELLING OCCUPM _37.50 3.64 sq.ft. I declare under penalty of perjury (Check one): OR ADDNS. BLOGS. I NEW CONSTR. ULTI.OUTLET ^ 500 ® I ad licensed under provisions of Chapt. 9, Div. 3 of the BuslnP$S NON•RESID BRANCH CIRC ITS POWER APPARATUS & (SINGLE ) and Professions Cod and my license is in full force and effect. OUTLET CIR. LIC nse .Jo. 4434 C10 Classification C10 • Ex. Occup( OUTLETS OR FIXTURES 20 76 46 R ❑ I, as the owner, or my employees with wages as their sole compen- Ex. OCCUp. OUTLETS FIXED PIRESID.)REA. ) I 3.00 sation, will do the work,and the structure is not intended or offered Temporary service 15.00 for sale. (Sec. 7044) T Mobile Home Facilities 15.00 I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) Misc. byirin g'' - 15.00 ❑ I am exempt under Sec. , Business and Professions Code ` -for this reason * ' +' ' Permit Fet=. +" t $ — Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): MECHANICAL PERMIT FiIingFee 15.00 n 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 Cirto Self -Insure. Cooling 9 ❑ I shiiIJ_..Aot employ any person in any manner so as to become subject Hood 6.50 to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject Ventilation to the W. C. provisions of the Labor Code, you must forthwith comply with such Permit 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 S is correct. I agree to comply to all County Ordinances and State Laws relating to building Energy Inspection Fee 5 Li construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. occ CONST TYPE I also agree to save, indemnify and keep harmless the County of Butte against TOTAL FEE I $ all liabilities, judgments, costs, and expenses which may in any way accrue HAz DFEES IMP FLOOD cDF PD HD ISSUE against said County in consequence of the granting of this permit. I I rARCEL X _Date 4/22/92 This permit is hereby issued under the applicable provi- _ �-�" Applicant — Owner ❑ Contractor K Agent ❑ Signature of sions of the Butte County Code and/or resolutions to do An OSHA permit is required for excavations over 5'0" deep and demolition or construct- work indicated above for which fees havObeen paid. �-� ion of structures over 33 storriiess lin height. y -^DI�R.ECTOR OF PUBLIC WORKS Receipt 1rli►81P.� `'" By ,�l' i` . "+.-• 1 Date .,-(4-9 *. No. WHITE-O.P.W.• y PERMITJEXPIRES! Date I YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD-APPLIc&HT •' 40 f ' .. t t r 1 .. r... r x 1. .. F 1 �_ . 1 t.►,;.1 r ►. }w►-;A,agl ► .. jf s.., r . � / r � . A • 1 it F-`. r s-. :.. b i r. . c` P L ,►:.� •. r .Ar.r�.y,. a...+ N 1. A ,.. rlrl r .�. ,. .. r ham..-. �r • , r. +p.. u I..a.. � 1 r r p••�ayar�.,p.p• .injr,.r w<l.- >.Gr r 1 ♦ .1 r r r r w . e n n a 1 v JJY- :1. r ./ I. •p -f •,p r 1• Mw Wr..Y.IV • ,N -. ,y r.4r. .. . . 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ASISi3 AND t , kh, - {�, '- - �.. _ _ _.-:lr=,, (, •®, r�.9,.)IpxI,a� f" ..� � _� �?l�?Is �,kit `�`tsA�'��X'SAP � kt ... 0tAii 11I1S. a F 11 TB Ia 0 W01% (AS A.n5rzIIe u) Aa233 1 20 X 11 � stn G , �,. g� Q � .> . L� I�~� L. , ���_T;I r SUC T ET"d sTAI#TICS . (D U �1 o 26 (pts "" !HA a : � 2 , _ a a J 24 aIAAD� a � � I3 S E to _ -, To CT TSH DE ) I CLUDED Oii l_ ARMING TYPE k-ne e 3 DDSs J j Till Skit" f`LAN Olt Vo"'"O Iii TLX2IOTa, IHSFECT104 PRIOR TID t�1 a OR "ING IHSTAI.,I.ATIOM BILL NOT !E R IR.E � F act:► D• TlOffrA ALT P ti '� �� � e � ATS ? tE �' � ti � 3 4� 1 y c _ 1 { } s . 30 -0 i S r1 4 � q �f}z3 5" 3 K�) ,�a[ «-� g - r. -.♦a'. 513 CUBS, FTC, WR CUBS FTQ, �. MCK TO AAGK MR, "v" 0 _ -:.:. P : � 4 te . f gg 7 e� ! � + $^W 3yy 11 Xv 337 (35KSI) 19 1/2 12 iia- R ?�;WRr INC. 0 j 75 (35K51) `(35KSI) 22_ % ICY E A { ?F 3li z �l 2 Smac`' a S / � 1 ONLY WHEN 36" X.406 n 21 12 12 30 Ex"TET#D 0i3T ms To Unlim, OF r 'I'It 1.:35 ANY OTHER USE OR 36" X.46 (35KSI) 22 10 x 5 12 12 1/ 40 i,. 36" X.500 (35KSI) 36" X.562 (35KSI) 23 23 1/2 10 X 5 12 10 X 5X5'-3" l+5 AUTHORi ION FROM 36" X.5r.2 (35KSI) 24 1/2 13 I.0 1/2X5'-3" 13 1/2 13 13 1/. 55 NOT FOR CON�TR1� -1-ION may♦' y{�yp,y� >•y*i'� ,� ��y y y.�� y�3 I��, .y som�n' ' d£lz� ii(x#SRAFg T Ai4ft lyi4x�e Pa �r ISi 2S4!i. rk"IrAl"„ u! t"Is u a ' 60 UNLESS CHECKED AND 40" X.562 (35KSI} 40" X. 1;;f,2 (35KSI) 5' X23 IIXS 1/2 13 1/2 1-�- 65 70 4'0" X.625 T, 24 4 1 2 14 - 14 1/2 15 15 1/0 f r,(}5 25 15 16 f•0 i 7p t r(35�KA3STI) µ 88 I2 a t 80 25 40" X. (35KSI) ) 3" XeryS0 (3\S1) 21� 16 y 17 1,6 },�.... 9,6 95 3 X.87 (3501) 27 1/2 16 1/2 17 1240 1i 1 40- X:875 (35ESI) 28 17 1/ 1 SINGLE POLE i 1 !f p: �Jtoo, .9 f L� FACE I BACK TO BACK T' ! A ! { oaf y ! 1111 _ ,. PAINT } y ' MAY{4 , jimoi+ j�a} OjiTf 1 t6;F t n _ .,HOLE a+ 7 � a m , � .. i a: r �. r " JOB N 4 $162 �'}'. # 3€ x R�aa ". P19110, Al 853 1 , , " m 'TYPICAL t }-1 i � a n A � I`U . PAE T A SIAM i'IQz#'I' qy I x LS VI ourF TFWTINCS I Imo' "FLYTOii?C4TI tS UT#%ut WALLS OF TITTt 1ItJ`c UILL x�x OK VITHiOUT SUr I e� ! � + $^W S[IPECiRTx Ck 6+i4 R WrA�c " r ¢ - _,TAI. iia- R ?�;WRr INC. A T i" k LInT4L x t^W �c , % ICY E A { ?F 3li z �l 2 Smac`' a S / ONLY WHEN } u b , T 2 �r 1 f- 71 i _ t ALLOWAIALX $OO*jrr jfr1 Ex"TET#D 0i3T ms To Unlim, OF r 'I'It ANY OTHER USE OR • a SGTfi SA€&W ieLS SSS £ 2 IFiTM REL'RC�DUCTION IS (kaTETITIVI) • 13tH rSI - i,. RF. I' -II i»IED WIT]-IJT WRITTEN � THE ERECMR SP'�Ai.3, T IS°'I DIN SIORS AND CONDITIONS Ik Tut el a AMAIN IRICTION ASD Ak7TVT i[ Guaatu r ANY DISMtrA IaS, AUTHORi ION FROM SSR AMl1T.L TIT9C a mulEITR IF S'TRUC1'f.,e R]t IS I,xAT�.all,da$�, R & 1..1E-,NTIJRES INC. us ABs SrITIixT axaaD I AI, u : R StWTION. A" MTI OAW a NOT FOR CON�TR1� -1-ION may♦' y{�yp,y� >•y*i'� ,� ��y y y.�� y�3 I��, .y som�n' ' d£lz� ii(x#SRAFg T Ai4ft lyi4x�e Pa �r ISi 2S4!i. rk"IrAl"„ u! t"Is u a ' UNLESS CHECKED AND epi_ SEALED 014 THE I�'1 ����f EN� M�C[y jaw y� j r.W � 'a""°v <.w'CO REQ ENGINEER : :. 14 3) PSF WIND f•0 i 7p t a t SINGLE POLE i 1 !f p: �Jtoo, .9 f L� FACE I BACK TO BACK T' ! A ! { oaf y ! 1111 _ ,. PAINT } y ' MAY{4 , jimoi+ j�a} OjiTf 1 t6;F t n _ .,HOLE a+ 7 � a m , � .. i a: r �. r " JOB N 4 $162 �'}'. # 3€ x R�aa ". P19110, Al 853 1 , , " m 'TYPICAL t }-1 i � a 2044 PALM AVENUE CHICO$ CALIFORNIA 95926 N ki (916) 343-8035 P R C3 .,T E C T N N A 1- -Y' S I S Building Use offices UBC occupancy Group _3-2 UBC Construction Type 5-N Floor Area: Existing 1290 sq. ft. Addition 336 sq. ft. Total 1626 sq. ft. UBC Occupant Load 16 Exits Required 1 P-arx_nr Provided. �.i,_xisting� Design Criteria: 1991 Uniform Building Code 1991 Uniform Mechanical Code 19:91 Uniform Plumbing Code 1990 National Electrical Code i' DIM, 17 OC706cr/ - iq`i5 RE JISIONS ARCHrTECT C-9192 5 'D ARCq No. C9192 1 .3'3A-' �F C OFFICE ADDITION J. E. MCAMIS INDUSTRIES 3125 SOUTHGATE LANE, CHICO, CA. SHEET NO. I i GENERAL !NOTES 1• Weatherstrip exterior doors from heated areas. 2- Caulk exterior door and window frames= 3• Windows shall be dual glazed 81 shall comply with ANSI/AAMA 302.9 - 1977• i(f 4• HVAC system shall be designed by others 5. Bach flan shall have backdraft preventing damper. 6. Caulk rand seal all penetrations and openings in building envelope to reduce infiltration= HANDICAP ACCES;SIBIL.TY NOTES; 1- All doors shall have lever type handles - Schla a 'D' 2- Ramp exterior pyving or concrete up to floor level at alliesexterio=ual. doors. Maximum slope of paving shall not exceed 1 : 12, 3. Thresholds at doors shall be maximum kra in height. 4• Mount electrical wall switches at +48'r above floor to center. 5• Mount electrical wall receptacles at +14 `t above floor to center. ' i a F t. s I 1, 2044 PALM AVENUE • 343-8038 DATE : l 7 oorors(,l. (gd.5 REVISIONS AW.H(TECT C-9192 IVbnrs l&nffaf Enern Standards Compliance Gills 24, Part d= ch. 1) Ennfope Mandatory Measures O Installed Insulating Material shatheve been caRfl d by the mantAacturer to comply "h the California Ouailly Slandards for knsulafhng material. ❑ Ah Insulating A/aterfals shat! be Instaped In conplGance wRh the /tame spread reit and smoke density regtkernenfs of Seclkms § 1712 and § t 713 of the UBC. - O All Exterior Joints and openings it Hts btAk'k?g envebpe that are observable sources of a6 leakage ahaN be caulked,gask eftxi, waalhersfriopednrotherwise, seated. �)4 ti?l N6r seat ,' ;.^ O Sib Constructed Doors, Windows and- Skyllghts Shap be cstdlred between the testi and the buNding and shag be— �,-_,_:._ -±`— weaihersfrtped (except for unframed gess doors and the doors). O Manufactured Doors and Windows taNed shag Mw ab 1MRrrallon rales I , certTed by the manWacturer per 2• i 5316(s) t. After Julyl, 4993, manufactured hntestratfon Mvdmft moat bo &tW@d ft U. f i raA,s b NfAC a. t AR�h, B • NF j�' No. c9192 0 ��F ��• 3-31-�`�oa� C A�- i _ € Lr 4 DOWtl i - _ t/ 1/ k tl F l_ F � { i { L ry a ! V) i.. � � 1 ( - -- : .lf-i m- m.WWwnm,iui,nWNeWUN14M '.-. r, . ... ._:.G-.__ , a F .. �� .. _-_.. .,._..�n— _�...-.:_ _�..—• --_,- _ .. _ ,-. ` _ ., ..... _. ... _..,. n r ; .. TUI Ill nail ,''' w, i .:Illi P i . T` — r - = I 3 _ _ = I t: KKK 11 Q. r n y� ; 77 rr 5, = i - � f E I T Fpz- , ; i h r fi I i _ € Lr 4 DOWtl i - _ t/ 1/ k tl F l_ F � { i { L ry a ! V) i.. � � 1 ( - : .lf-i m- m.WWwnm,iui,nWNeWUN14M '.-. r, . ... ._:.G-.__ n -1 i — E _ - , f t E - _ tl F l_ i { L ry a ! V) i.. � � 1 ( - : .lf-i m- m.WWwnm,iui,nWNeWUN14M '.-. r, . ... ._:.G-.__ L PL /,,J r� t 7t�7 -x� _. rte.,, � �_�;. ��,•��,� � 22� oft __A�P17f•cxJ ! 11 405b F/xeD 495-0 5 1,0/L, c%aFF! G IE a OV { t ae MOP_ ��t �lt�r.. ' n� f3 G" 1 qtr O • C • ��✓' Xq, 1 tl F l_ L ry a ! V) i.. � � 1 ( - : .lf-i m- m.WWwnm,iui,nWNeWUN14M '.-. r, . ... ._:.G-.__ n -1 a F .. �� .. _-_.. .,._..�n— _�...-.:_ _�..—• --_,- _ .. _ ,-. ` _ ., ..... _. ... _..,. n r ; .. TUI Ill nail ,''' w, i .:Illi P i . T` r 1 = r t 3 _ _ = I t: L PL /,,J r� t 7t�7 -x� _. rte.,, � �_�;. ��,•��,� � 22� oft __A�P17f•cxJ ! 11 405b F/xeD 495-0 5 1,0/L, c%aFF! G IE a OV { t ae MOP_ ��t �lt�r.. ' n� f3 G" 1 qtr O • C • ��✓' Xq, 1 E G E N D ar�ne�� iewinta�e� t=- X 1571 tJ G- NA _ t, 7© (Z•G— M A /,,J --- — — — � X I S 71 N CT WALL T -O tZ S f,1 oV =--C h4 EW W,4 f ,L, T10 LSC- C0N t /z UC T eM OFFICE ADDITION J. Es McAMIS INDUSTRIES 3125 SOUTHGATE LANE, CHICO, CA. SHEET NO. LJZ� V tl �.Y a V) N N� E G E N D ar�ne�� iewinta�e� t=- X 1571 tJ G- NA _ t, 7© (Z•G— M A /,,J --- — — — � X I S 71 N CT WALL T -O tZ S f,1 oV =--C h4 EW W,4 f ,L, T10 LSC- C0N t /z UC T eM OFFICE ADDITION J. Es McAMIS INDUSTRIES 3125 SOUTHGATE LANE, CHICO, CA. SHEET NO. LJZ� V k',�Iilllq�i: �IL� II: I I fl 91 1' g 965 FIR STREET* CHICO, CALIFORNIA 95928 • TELEPHONE 916-895-1422o/�ils tqnri rson & Roils CIVIL ENGINEERS May 19, 1992 Butte County Department of Public Works Building Department 7 County Center Drive Oroville, CA 95965 Attention: Mr. Jim Glander Chief Building Inspector Subject: Mr„ John McAmis A.P. No. 40-40-71 Gentlemen: Y;COUNTY � s 4 k �ffi. X �D t"C op 0- 1 2 0� 7991 Please accept this letter as our response to the Butte County Building Department requirement that the 100 -year flood elevation be determined for the above - referenced project. The subject parcel is located on Southgate Lane east of State Highway 99 and approximately 1,400 feet north of Butte Creek. Butte Creek is the source of any potential flood hazard for the subject parcel. We have reviewed data from a copy of the modified Hec-2 computer model for Butte Creek that the Federal Emergency Management Agency sent to Butte County Department of Public Works in November, 1989. Interpolation of the 100 -year water surface elevation between cross section 11 and cross section 12 indicates a 100 -year water surface elevation of approximately 220.0 feet (USG;S Datum) at the subject site. Our site alar. for A.P. No. 40-40-71 indicates a minimum existing ground elevation of 224.5 feet (USGS Datum), or 4.5 feet above the 100 -year water surface elevation. Any building constructed at or above the existing ground surface will be well above the 100 -year water surface elevation. Sincerely, ��' tic, A. ;�, --'�'.•. ROLLS, ANDERSON & ROLLS y BAR'cm cc: Mr. John Mc:Amis Bruce A. Nash Cty1t , :r.t�c���--, R . C . E . 33381 Registration Expires: 6/30/94 v �"RE, �'N'209A2�5vf:�` �'- J 2,00 l r.z A I' N P E T E R S 0 N 13 �"RE, ca i w �� .g {j /�'•y�+�y., � y`'� raj � 1/ tl33381fly v(OF C zz Desigr ved PREPARED FOR r t , X Drafwing No I Dra+rin i Ja_eCIVIL Checked0. ENGINEER 40'40, 71, Job Nv. 'f r I"A A r' CC rxt (3 965 FIR STREET _d CHICO, CALIFORNIA 95928 TELEPHONE 916 895-1422 °i; / f fi I.;. i _ � F